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Full text of "Arithmetic For Engineers Fourth Edition"

TIGHT BINDING BOOK CO CO g]<OU 166005 g ii4 ARITHMETIC FOR ENGINEERS OSMANIA UNIVERSITY LIBRARY Call No. T ! 1 Accession No. I ^f O I ^ Author Title This book should be returned on or before the date last marked below. ARITHMETIC FOR ENGINEERS PLEASE SEND FOR DETAILED PROSPECTUSES Mathematics for Engineers. By w. N. ROSE, B.Sc., Eng. (Lond.), late Lecturer in Engineering Mathe- matics at the University of London Goldsmiths' College. The two volumes of " Mathematics for Engineers " form a most comprehensive and practical treatise on the subject, and will prove a valuable reference work, em- bracing all the mathematics needed by engineers in their practice, and by students in all branches of engineering. PART I. 5th Edition. 520 pages. Demy 8vo. Price los. 6d. net. PART II. 2nd Edition. 432 pages. Price I 3*. 6d. net. Metric System for Engineers. By CHARLES B. CLAPHAM, Hon. B.Sc. Eng. (Lond.). This volume contains a complete discussion of the Metric System, and methods of conversion, so that the relation between the English and Metric System of measurements in industry can readily be understood. 200 pages, fully illustrated, numerous tables and folding charts. Demy 8vo. Price I ^s. 6d. net. Line Charts for Engineers. By w. N. ROSE, B.Sc. Covers the Theory, Construction and use of all forms of Line Charts, paying special attention to the widely used Nomographs or Alignment Charts, and will prove an invaluable aid to all engineers and draughtsmen. 1 08 pages. Demy 8vo. Price 6s. net. CHAPMAN & HALL, LTD. II, HENRIETTA ST., COVENT GARDEN, W.C. 2 The Directly-Useful D.U. Technical Series Founded by the late WILFRID J. LINEHAM, B.Sc., M.Inst.C.E. General Editor : JOHN L. BALE. Arithmetic for Engineers INCLUDING SIMPLE ALGEBRA, MENSURATION, LOGARITHMS, GRAPHS, TRIGONOMETRY, MfD THE SLIDE RULE WITH AN APPENDIX ON VERNIERS AND MICROMETERS BY CHARLES B. CLAPHAM B.Sc. (IIoNS.) RNG., JT.M.l.hlECH.El Lecturer and Demonstrator in the Mechanical Engineering Dept., Finsbury Technical College; Author of " Metric System for Engineers" FOURTH EDITION LONDON CHAPMAN & HALL, LTD. 1925 FRINt'Fn IN GKK\T Kll'HAIlP Cl.AV & t-l) LiUNt.AV, Sri-J BRITAIN I'.Y N^, LjMllH), EDITORIAL NOTE THE DIRECTLY-USEFUL TECHNICAL SERIES requires a few words by way of introduction. Technical books of the past have arranged themselves largely under two sections : the Theoretical and the Practical. Theoretical books have been written more for the train- ing of college students than for the supply of information to men in practice, and have been greatly filled with problems of an academic character. Practical books have often sought the other extreme, omitting the scientific basis upon which all good practice is built, whether discernible or not. The present series is intended to occupy a midway position. The information, the problems, and the exercises are to be of a directly useful character, but must at the same time be wedded to that proper amount of scientific ex- planation which alone will satisfy the inquiring mind. We shall thus appeal to all technical people throughout the land, either students or those in actual practice. THE EDITOR. AUTHOR'S PREFACE THE following work is an endeavour to treat the elementary portions of what is usually called " Practical Mathematics " in a thorough and practical manner, suitable for elementary students of technical schools and for home study. Although a great many books on the same subject already exist, the Author has been unable to find one dealing with the necessary matter in sufficient detail and with a sufficient amount of engineering application to meet the needs of his own students. For private study, too, he is of the opinion that the existing text-books treat the elementary matter in a manner too cursory to really fulfil their object. The treatment in the following pages, therefore, has been developed from his own lecture notes and class instruction on the subject, and mimerous diagrams have been introduced to assist in making the work clear. Many will think, no doubt, that the title " Arithmetic for Engineers " is not sufficiently comprehensive for the matter con- tained, but it was found impossible to frame a short original title to adequately describe the contents. An examination of the examples and exercises should show that the whole of the matter is directly useful ; all purely academic work such as Highest Common Factor, Recurring Decimals and the like being discarded. Wherever possible the examples are truly practical, i. e., are problems actually met with in the Drawing Office, Workshop and Laboratory, while the data are of correct dimensions. Such examples should stimulate the reader's interest in the mathematical work and show the applications of the principles to practice ; at the same time a little general engineering knowledge will be gained. Even at the risk of becoming verbose, all matter is treated at length, every principle being followed by worked qxamples. Where slight varia- tions of the problem may cause difficulty to the beginner, or where special precautions have to be observed on certain points, several illustrative examples are given. A case in point is that of the extraction of a square root on pp. 102 et seq. For the private student this is particularly necessary, as he is often unable to obtain guidance in working a new problem which presents features slightly different from those in the example worked to illustrate the principle. Stress has been laid, in Chap. II, onllimiting the number of figures to be given in a result, as class-room experience shows that many students will persist in using, and stating in results, far more figures than are necessary from the practical point of view, where viii AUTHOR'S PREFACE an accuracy of I per cent, is often as mfcch as is desired. The method of " approximating for a result " shown on pp. 58 et seq. is, it is believed, not generally known. In Chap. Ill positive and negative quantities, which are of importance in logarithms and higher* work, are given special attention, as they often present difficulty, to the beginner. The simple equation is treated very metho'dically in Chap. IV, with concrete illustrations of the earlier examples, and is followed immediately by a similar treatment of the literal simple equation, which to a beginner often presents great difficulty, even when he is well able to work a similar numerical example. The use, only, of logarithms is taken in Chap. VI ; it was hoped to add something of the theory, but space would not permit. The Mensura- tion in Cnaps. VII and VIII may appear rather extensive, but calls for little knowledge beyond the evaluation of a formula or the solution of a simple equation. This division of the subject was framed to be of use for reference in the Drawing Office, in which direction the tables on pp. 312, 313, 345 and 346 should prove useful. The " more exact " formula for the circumference of an ellipse on p. 260 (due to Boussinesq) is not often seen, but is very accurate. It is to be feared that many writers repeat the formula n\/2(a 2 -f b z ) as being more exact than fr(a + b), when really it is but little better and has only a very limited range of application. Chap. IX takes Graphs in an elementary degree, considerable atten- tion being paid to the details of setting out and finishing off, in which direction many students fail. The last chapter is devoted to the Slide Rule, with illustrations of readings and settings, and the method of instruction was tested while in manuscript form. The chapter was carefully worked through by a novice, who, finally, and without other instruction, could use the rule with ease and certainty : these pages should be helpful to the private student. It is hoped that teachers of Practical Mathematics will be saved much research work by the numerous classified practical exercises throughout the book : answers are given to all these exercises. To MR. W. J. LINEHAM, B.Sc., M.I.C.E., the Author tenders his sincere thanks for much kindness throughout his career, and also for generous assistance and useful criticism in the production of the book. The Author's gratitude is also tendered to MR. JOHN L. BALE for his generous help with the book in all its stages, from the earliest research, throughout the manuscript and proof forms to the final production. The notification of errors, clerical and otherwise, will be gratefully appreciated. CHARLES B. CLAPHAM Goldsmiths' College, New Cross, S.E., May, iQ/6. PREFACE TO THE THIRD EDITION IN preparing a third edition of "Arithmetic for Engineers" a chapter on Elementary Trigonometry has been added. It is hoped that this addition, by filling a gap in the original treatment, will render the book of greater value to Technical Schools, in many of which a first course of Practical Mathematics includes at least the elementary conceptions of this branch of the subject. The new chapter covers little more than the meaning of the important ratios sine, cosine, and tangent, but is believed to include sufficient to show how even this small amount can be of great utility to the practical man in drawing office and workshop. The treatment is similar to that followed throughout the rest of the book, viz., detailed explanations followed by really practical illustrative examples and exercises at every step. The matter on Verniers and Micrometers, originally added as an Appendix to the Second Edition, has been retained as an Appendix, as it is rather in the nature of a special application. It is a matter of deep regret to the Author that, by the death in 1919 of Mr. W. J. Lineham, founder of the D.U. Scries, he has been deprived of much valuable assistance and criticism. The Author wishes to acknowledge with many thanks the assistance of the various readers who have kindly notified him as to errors in the first two editions, and he hopes that this useful assistance will continue in the future. CHARLES B. CLAPHAM. Goldsmiths' College, New Cross, S.E. October, PREFACE TO THE FOURTH EDITION THE opportunity has been taken to revise one or two sections and to add a short account of the finding of logarithms and anti- logarithms on the slide rule. About fifty new exercises have been added, covering a variety of details including some simple applications to wireless and aircraft. The notification of errors is gratefully acknowledged; the Author will always be pleased to receive further information in this direction. CHARLES B. CLAPJIAM. Finsbury Technical College, Leonard St., E.C. 2. September, ^925. CONTENTS PAGE INTRODUCTORY i Measurement and units Multiples and sub-multiples Abbrevia- tions, mathematical signs and terms Tables of measurements. CHAPTER I VULGAR FRACTIONS 5 Fractions generally Forms of the vulgar fraction Cancelling Addition and subtraction of vulgar fractions Multiplication and division of vulgar fractions Compound examples Brackets. CHAPTER II DECIMAL FRACTIONS 35 Decimal notation Movement of the decimal point Conversion from decimal to vulgar fractions Degree of accuracy and significant figures Addition and subtraction of decimals Multiplication and division of decimals Conversion from vulgar to decimal fractions Compound examples Approximation for result Averages Percentages Ratio Proportion . CHAPTER III SYMBOLS AND THEIR USES . . , 86 Symbols and formulae Signs of x , -j- , -f- and : Brackets Simple evaluation Powers and indices Square root Evaluation including square root Other roots Powers and roots of fractional expressions Laws of indices : Multiplication, division and powers Substitution of symbols Positive and negative quantities Addition and subtraction of -|- and quantities Addition and subtraction of several terms Multiplication and division of -f- and quantities Powers of minus quantities Evaluation in- cluding positive and negative quantities Removal and insertion of brackets Taking out a common factor Multiplication with expressions of two or more terms Evaluating such expressions as (a 6) 1 . xi xii CONTENTS CHAPTER IV PAGE SIMPLE EQUATIONS 157 Equations generally Equations requiring division, multiphca* tion, and combination of the two Equations requiring subtraction and addition Equations combining the four rules Equations with several terms Equations with brackets Fractional equations Equations requiring square root Equations requiring squaring. CHAPTER V TRANSPOSITION OF FORMULAE 190 The general solution Equations requiring division, multiplication, and combination of the two Equations requiring addition and subtraction Combination of all four rules Equations with brackets Equations requiring square root Equations requiring squaring. CHAPTER VI USE OF LOGARITHMS 213 Introductory Finding logarithms : i. The whole number. 2. The decimal part Anti-logarithms Finding anti-logarithms : i. Sig- nificant figures. 2. Placing the decimal point Multiplication and division by logarithms Compound examples Examples involving plus and minus Powers and roots by logarithms Various examples. CHAPTER VII MENSURATION LENGTHS AND AREAS 242 Measurement of length Conversion and reduction Addition and subtraction in length units Simple geometrical terms Simple plane figures Perimeter or circumference Circumference of a circle ir and its determination by measurement Examples involving circumference of circles Circumference of ellipse Measurement of angles The protractor Important angles Addition and sub- traction of angles Reduction of angles The right-angled triangle Proportions of 45 and 6o-3o right-angled triangles Length of arc of circle. AREA Measurement of area Reduction Areas of the simple figures Square and rectangle Rhomboid Triangle Trapezium Trape- zoid Hexagon Octagon Circle Determination of diameter of circle from area Hollow circle or ring Sector of circle Area of fillet Segment of circle Ellipse Area of irregular figures Table of areas and circumferences of plane figures. CONTENTS xiii CHAPTER VIII PAGE MENSURATION (cont.) VOLUMES AND SURFACE AREAS . .314 Volume Conversion Volume of regular solids Prisms Cylinder Hpllow cylinder and tubes Sphere Segment of sphere Pyra- mids Frusta of cones and pyramids Calculation of weights. SURFACE AREAS Cylinder Sphere Cone Square pyramid Frustum of square pyramid Frustum of cone Table of volumes and surface areas of solids. CHAPTER IX CURVES OR GRAPHS ........ 347 Curves and their uses Rectangular co-ordinates Squared paper Method of plotting : I. Choice of scales. 2. Setting out scales. 3. Plotting the points. 4. Drawing in the curve. 5. Further information required on the sheet Interpolation Cases where origin is not required The straight line Plotting of negative values The equation to a straight line Obtaining the equation or law. CHAPTER X THE SLIDE RULE 385 Description Division of the scales Method of reading Advice as to holding the rule Operations on the slide rule Division Multiplication Combined multiplication and division Ratios and percentages Square root Squaring Reading logarithms and anti-logarithms from the rule. CHAPTER XI TRIGONOMETRY 410 The trigonometric ratios Ratios of the angleb 30, 45, and 60 Ratios of the angles o and 90 Relation between sine and cosine of complementary angles The table of trigonometric ratios Use of the trigonometric ratios in formulae Problems involving simple trigonometry The reciprocal trigonometric ratios Further points concerning the table of ratios Important relationships between the ratios Graphs of the important ratios. ANSWERS 434 MATHEMATICAL TABLES ....... 454 APPENDIX 459 Verniers and Micrometers. INDEX 488 ARITHMETIC FOR ENGINEERS INTRODUCTORY Measurement and Units. From the practical standpoint our calculations are never concerned with numbers alone, but always with some properties of materials or machines : simple, such as length and weight ; or complicated, such as horse-power and electrical resistance. We have always, therefore, to deal with quantities which have been measured and which, besides a number, will have a name, such as feet, pounds, etc. In some of the examples to follow, numbers alone will be used when the calculations are only for the explanation of a certain mathematical process. A measured quantity is described as being so many times larger than some particular " standard " of refer- ence. This " standard " is called a unit, a word denoting the number I, and which for each particular kind of measurement is given a distinctive name. Thus the unit in the table of weights is the pound, and in the table of length the yard, and so on. These units are fixed by law in the case of the more common measure- ments, such as length, weight, etc., and official samples are pre- served in Government offices. With more special measurements, such as velocity, horse-power, etc., the units are fixed by general consent. Multiples and Sub-multiples. It is very seldom that we find any particular unit suitable for all measurements of a certain kind. Thus the yard would be very inconvenient when measuring long distances on the earth's surface, for our measurements would come to millions of yards. Such numbers, besides being difficult to imagine, would render calculation very laborious. Therefore to make our measurements of long distances consist of a smaller number we employ a larger unit which contains an exact number of standard units. Such " large " units are called multiples of u 2 ARITHMETIC FOR ENGINEERS the standard. The mile (1760 yards) and the ton (2240^ Ibs.) are examples. On the other hand, when measuring very small lengths (such as the thickness of sheet metal) the yard would be too large a unit, and therefore small units called sub-multiples are adopted. Common examples are the inch, of which 36 make I yard, and the ounce, of which 16 make i pound. Taking the more special measure- ments used by the engineer, the number of multiples and sub- multiples is small, while in some cases, as with horse-power, only the standard unit is employed. Abbreviations, Mathematical Signs and Terms. In order to save time and space, and to make our calculations more easily read, it is customary to use certain signs for phrases which are constantly occurring in mathematical work. These must be committed to memory. The more frequent ones are given below; others will be introduced as required. = stands for " equals " or " is equal to " ; + ,, " plus/' meaning " added to "; ,, "minus," meaning "subtract or take away"; x ,, ,, " multiplied by "; -+ " divided by"; " therefore." Thus the statement 3 2 + 5 = 6 would be read as " three minus two plus five equals six," meaning that if 2 is subtracted from 3, and 5 added to what is left, the result equals 6. Very often a division is not stated with the sign -r, but in the form - 2 8 ^, meaning 24 divided by 8. This form is similar to the sign ~, the dot representing the numbers, and is then often read as " twenty-four over eight." The following words have mathematical meanings Sum is the result of an addition. Difference is the result of a subtraction. Product ,, multiplication. Quotient ,, ,, ,, ,, division. Dividend is a number to be divided. An expression is any mathematical statement containing numbers, signs, etc. If several numbers be multiplied together they are said to be factors of the product. INTRODUCTORY 3 Thus since 3 x 4 X 5 = 60, the numbers 3, 4 and 5 are " factors of 60." Any number may be split up into factors by knowledge of the multiplication tables, but it is seldom necessary to find the factors of large numbers. Several different factors may be found of the same number. Thus besides the above factors of 60, we may also have 20 and 3, 30 and 2, 2, 10 and 3, etc. This is because some of these factors can themselves be split up into factors. Thus 30 x 2 can be written as 6 x 5 X 2, and so on. The simplest factors of all are those which cannot themselves be split up, e. g., 2, 3, 5, 7, n, 13, 17, 19, etc. These are called "prime factors." If a number contains another number exactly (/. e. t can be divided exactly by that number), then it must contain the prime factors of that number. Thus 36 contains 12, i. e., 36 can be divided exactly by 12; then 36 contains the prime factors of 12, i.e., 2, 2 and 3, as may be proved by simple division. Also the following abbreviations will be met with i. e. meaning " that is " ; e. g. ,, " for example " ; viz. "namely"; approx. "approximately" or "very nearly " ; revs, per min. or r.p.m. ,, " revolutions per minute " ; m.p.h. ,, " miles per hour " ; h.p. (H.P. also used) ,, " horse-power." Previous Knowledge. In the following pages it is assumed that the reader is acquainted with the four simple rules of arithmetic addition, subtraction, multiplication, and division when applied to whole numbers ; and with the simple kinds of measurements, such as money, length, weight, time, etc. The tables of these measurements are given below for reference BRITISH TABLE OF LENGTH 12 inches (ins.) i foot ; 3 feet (ft.) =i yard; 5j yards (yds.) = i rod, pole, or perch; 40 poles (po.) = i furlong; 8 furlongs (fur.) = i mile. ARITHMETIC FOR ENGINEERS WEIGHT (Avoirdupois) 16 drams = I ounce (oz.) ; 16 ounces = i pound ; 28 pounds (Ibs.) = I quarter ; 4 quarters (qrs.) = I hundredweight (cwt.) 20 cwt. = i ton. also 112 Ibs. = i cwt.; and 2240 Ibs. = I ton. SQUARE MEASURE 144 square inches (sq. ins.) = I square foot ; 9 square feet (sq. ft.) = i square yard ; 30 J square yards (sq. yds.) = i square pole ; 40 square poles = i rood ; 4 roods = i acre ; 640 acres = i square mile. CUBIC MEASURE 1728 cubic inches (cti. ins.) = i cubic foot ; 27 cubic feet (cu. ft.) = I cubic yard. MEASURE OF CAPACITY 4 gills = i pint ; 2 pints = i quart ; 4 quarts = i gallon ; 2 gallons = i peck ; 4 pecks = i bushel ; 8 bushels = i quarter. CHAPTER I VULGAR FRACTIONS Fractions generally. As the quantities with which we have to deal seldom contain an exact number of units, we have to con- sider how to deal with parts, or fractions, of a unit. Since I is the smallest whole number in our written figures, and we have to deal with quantities less than I, it is evident that our ordinary system of notation cannot be employed to represent the magnitude of such quantities. Two systems of representation are in general use, both employ- ing the following idea : the unit is divided into a certain number of equal parts, and any particular fraction is said to be equal to so many of those parts. The number of parts into which the unit is divided may be chosen within wide limits, but in practice only the most convenient are employed. In the Vulgar System this number may be any convenient whole number whatever, for example : 8, 13, 100, 346, etc. In the Decimal System the number is always i with one or more noughts after it, i. e. t 10, or 100, or 1000, etc. The decimal system is thus a special case of the vulgar system, but appears rather different in practice on account of the different method of statement adopted. In Great Britain the vulgar system is employed chiefly in connection with money and the everyday use of the ordinary weights and measures. The decimal system is certainly more valuable for scientific purposes and for the more accurate measurements demanded in the workshop, while on the Continent it has been adapted, with few exceptions, to all measurements. Vulgar Fractions. In the vulgar system the following nota- tion is adopted : below a short horizontal line is placed the number which shows exactly into how many equal parts the unit has been divided; above the line is placed the number which indicates to how many of these parts our fraction is equivalent. Thus in the case of (read as " three-fourths " or " three-quarters ") the unit 5 ARITHMETIC FOR ENGINEERS has been divided into 4 equal parts, and 3 of them taken. This is shown graphically at a, Fig. i, where the length AE represents our unit (say i foot, for example) divided into 4 equal parts, AB, BC, CD, and DE. The fraction f is then represented by the length AD. "< 2_ i ^ > n JL , 4- e ' > A B c D E 1 ' _ A- ^ 1 UNIT ' a .15 I UNIT E rf A IB c D , , i | . 1 1 I ' D $ 1 3 UNITS Fig. i. Illustrating Vulgar Fractions. The number underneath the line, which indicates the size of the equal parts, is called the Denominator ; while that above the line, which shows the number of equal parts taken, is called the Numerator. Thus in the above example, 3 is the numerator and 4 the denominator. VULGAR FRACTIONS 7 Similarly b and c, Fig. i, indicate respectively the fractions ^ (four fifteenths) and JJ (thirteen twenty -thirds), in which 4 and 13 are numerators and 15 and 23 are denominators. We shall fre- quently refer to the numerator and denominator as the " top " and " bottom " of the fraction. From the foregoing, the line between the numerator and de- nominator is merely a means of distinguishing between them. On p. 2 it is stated that this mid-line indicates the division of the upper number by the lower one. This is quite in accordance with our fractional notation, as may be seen from d, Fig. i. Here the distance AE, which represents 3 units, is shown divided into 4 equal parts on the top side of the heavy line. Beneath the line each of the 3 units is shown divided into 4 equal parts, and it is easily seen that AB = f of i unit. Therefore the fraction J unit is the result of dividing 3 units into 4 equal parts, and hence we may consider any vulgar fraction as indicating the result of dividing the numerator by the denominator. Such of the simpler denominators as quarters (or fourths), eighths, and sixteenths, will be familiar to most readers as being the usual divisions on the common 12-inch rule, while thirty-secondths and sixty-fourths are occasionally marked. In the monetary system where the sovereign () is the unit twentieths and two hundred- and-fortieths are employed, but are better known by the names of shillings (s.) and pence (d.) respectively. Other peculiar denominators such as those at b and c, Fig. i, are not often met with in practice. Forms of the Vulgar Fraction. A true fraction is less than a whole unit, and therefore its numerator must always be less than its denominator. When this is so the fraction is called a proper fraction. Thus f , f , i, T * ff , are proper fractions. When a measurement consists of an addition of whole units to a fraction of a unit, as, for instance, two inches and three-quarters of an inch (commonly " two and three-quarter inches "), it could be expressed as 2" + f ". It is customary, however, to omit the + sign and write the whole number immediately in front of the fraction, thus, 2". Care should be taken, when writing in this form, that the figure representing the whole number is written larger than the figures composing the fraction ; otherwise the 2 may be confused with the 3 or the 4, and the quantity read as *- or TJ\. Numbers written in the form 2| are termed mixed numbers. In the course of calculation we sometimes arrive at fractions in which the numerator is greater than the denominator, a con- 8 ARITHMETIC FOR ENGINEERS dition which cannot denote a true fraction, since we have more parts than are contained in our unit. This type of quantity, which is known as an improper fraction, is only a statement of a mixed number in fractional form, and may be treated in all calculations as a proper fraction. Thus - 1 /, |, ^, etc., are improper fractions. To convert a mixed number into an improper fraction proceed thus : Multiply the whole number by the denominator and add the numerator. The result of this is the numerator of the improper fraction. The denominator remains the same. The method con- sists in finding the total number of equal parts contained in the mixed number and stating this in fractional form. Thus in (a), Ex. I, below, the denominator is 4, or each equal part is a quarter. We therefore convert the 2 into quarters, and as I unit = 4 quarters, 2 units = 8 quarters. The total number of quarters is then 8 + 3 ~ n, and therefore 2j = n quarters, i. e., - 1 /-. Example i. Convert into improper fractions (a) 2j; (b) n^ (a) Whole number X Denominator 2x4=8 add numerator = 3 - ,, Sum =11 2f = V This may be stated more mathematically thus, 2| = * ( 2 _^3) 3 = 8 3 ^ ii 4 4 4~ (b) uA = ( ri x l6 ) + 7 = I767_ - ~ 3 V ' ie 16 16 ~~ i(7~ With a little practice the operation may be performed mentally. The reverse operation of converting an improper fraction into a mixed number is, naturally, the opposite of the foregoing, thus : _ Divide the numerator by the denominator, giving the whole number. The remainder of the division is the numerator of the true fractional piece. Example 2. Convert into mixed numbers (a) ^ ; (b) ^. (a) Numerator ~ denominator = whole number. 11-7-4 =2 with remainder 3. ' v = 1 (6)101-7-12 = 8 with 5 remainder. * The use of the bracket signs ( ) is given later. Here it is adopted to show definitely that the multiplication of 2 and 4 must be done before adding the 3. VULGAR FRACTIONS 9 This also may be done mentally after some practice. A special case occurs when the remainder of the division is o : that is, when the denominator divides into the numerator an exact number of times ; then the improper fraction is equal to an exact whole number, e - g-> IF = 2 an d o remaining, /. |- = 2. Exercises 1. On Forms of Vulgar Fractions. Write out the following numbers, describing each one as a Proper Fraction, an Improper Fraction, or a Mixed Number 1. i W. 8. *. V- 2 - H. H. * *i. ii- 3. sf. 3i if, tt. iA- * . 6*. i vV- 7&. Convert the following mixed numbers into improper fractions 5. ij, 2J. i A, 3i 2?. 6. 5i, i A. 'ft. 2 A> 3A- 7. ioj, i5j, nf, i9i 7 3 V 8. loft, 1 1 4. i7f. 2I i H?- 9. 14?, I5H. 1 7ft, 38J|. 10. I 9 , 4ift. i6ft, 3ift- Convert the following improper fractions into mixed n-umbers 11- f i I- V. V- 12- }i, . S 4 ft , V. V- 13. Ji, , ?{, :4. V- 14. U. f J. . V. W- 15. f, Ii, If, W. W- 16. Yi?. W. t. ?B- Cancelling : Reduction to Lowest Terms. As a general rule it is advisable to keep the magnitude of the figures in any calculation as small as possible. By this means we are less liable to error, while space, time, and patience are economised. An examination of (a), Fig. I, will show that the length AC is dimen- mensioned as \ = J, a statement which is easily seen to be true. Also from Fig. 2 it can be seen that 3^6 = 9 ^15 4 8 12 20 These fractions may also be written as 3 = 3__X_2 ==: 3_x_3 ^ 3 X 5 4 4x2 4x3 4x5 Thus we may multiply the numerator and denominator of a fraction by the same number without altering its value, and similarly we may divide both numerator and denominator by the same number without altering the value of the fraction. This division is termed cancelling, and is of great use in reducing fractions to their lowest terms, i. e., making the numerator and denominator as small as possible while keeping the value of the fraction the same. Cancelling is usually shown by drawing a line through the exist- ing numbers, and writing the new numbers immediately above and below the old ones. The operation should be performed very io ARITHMETIC FOR ENGINEERS neatly, so that it is possible to read the original figures afterwards. As a simple illustration take the & previously used - W 4 4 The reduction may be performed in a single operation by looking for the highest number that will divide into the numerator and denominator exactly; but as much time may be spent in such a search, it may be advisable to divide in steps, using those numbers which can be seen at a glance to be suitable ; c, Example 3, will 1 ll Z 3| 4-| L 3 * 4- 1 '1 2| 3| 4 5| 6| 7j 8| x e ^ ^ S s <c 7 s 9 o n ig ia >4 ts U _ 15 _ >J n 20 ~ Fig. 2. Illustrating Cancelling. illustrate. In connection with this it is useful to remember the following points A number is divisible by 2 when the last figure is even, i. e. is one of the figures o, 2, 4, 6 or 8. Thus 32, 248, 500 are divisible by 2. A number is divisible by 5 when the last figure is or 5 ; and is divisible by 10 when the last figure is an 0. Thus 25, 40, 2005 are divisible by 5. and 40, 2000, 530 are divisible by 10. The division by 10 is very easily performed by striking off the last o. Thus 2000 -r 10 = 200. A number is divisible by 3 if the sum of its separate figures (or digits) is divisible by 3 ; and is divisible by 9 if the sum of the digits is divisible by 9. Thus, taking 51, 5 + 1 = 6, which may be divided exactly by 3- Therefore 51 is divisible by 3, giving 17 as a result. Taking 957, we have 9 + 5 + 7 (done mentally) = 21, and this is divisible VULGAR FRACTIONS n by 3. Therefore 957 is divisible by 3, giving 319 as a result. Taking 738, the sum of the digits is 18 ; therefore the number is divisible either by 3 or 9. A number is divisible by 11 when the sum of the odd digits (/' e., the first, third, and so on) equals the sum of the even digits ; or, when the difference between these sums is exactly divisible by 11. Thus in the number 3575 the odd digits (the 3 and the 7) add up to 10, while the even digits (the two 5's) also add up to 10. The number is then divisible by n, giving 325 as result. The totalling of the odd and even digits can be done mentally. In the case of the number 9196 the sum of the odd digits is 9 + 9 = 18, while that of the even digits is 1 + 6 = 7. The difference between 18 and 7 is n, which, of course, is divisible by ii. Then the number 9196 can be divided by n without remainder, giving 836 as result. There are tests for divisibility by other numbers, but they are somewhat complicated and of doubtful value, the test taking longer than cancelling by steps. The rule for 11 is given, as, being a prime factor, cancelling by steps is impossible. Example 3. Reduce the following fractions to their lowest terms : () 15; (*>) Ji; W ; (<*) J&; W H*. (a) Cancelling by 3, Jf = j (b) Cancelling by 3, J = *f - 7 21 (c) Cancelling by 6 in one operation, \ = i) (or by 3 and 2, in two operations). (d) Cancelling by 19, the only possible number, j% = J (e) This is an improper fraction. It is usually better to reduce to a mixed number before cancelling. Thus i*J = ij4 = i/ s 40 More complicated examples are seldom required. Exercises 2. On Cancelling. Reduce the following proper fractions to their lowest terms 1- *. f> A. A. A- 2 - 1*. IS. *. A. M- 3. M> tt. tt. M, *. jfo, Iff, Hg, fcjfc. 5. ii, ii J!> , f I- 6. Mi *3J, MS. HJ- Simplify the following numbers, reducing them to their lowest terms 7. , V. ft, II- 8- , 3V. ijj, 4- iH- 9- 2*4. 5f, . s - \V. 181- 10. 7?|. 34, 8. Hi- ll. W. fi i8- W, . 12. 33^00, ?f , II?g . 12 ARITHMETIC FOR ENGINEERS Addition of Vulgar Fractions. Addition is only possible between quantities of the same kind of measurement. Pounds sterling () can only be added to pounds sterling, and feet to feet, etc. No one would attempt to add pounds to feet or tons to shillings. Quantities of the same kind of measurement, but of different units can be added, provided that the sum of the numbers is not found. Thus 5 and 3 shillings cannot be added and called 8 something, but can be stated as 5 35. ; to obtain this result there has been no addition of the numbers 5 and 3. Similarly when dealing with fractions, the denominators (names] may be regarded as units ; and no addition of numerators (numbers) can be performed until the denominators or units are the same. This is usually stated by saying that the fractions to be added must have a common denominator. To take a very simple example, let it be required to add J to -j 3 ^. Either the eighths must be changed into sixteenths, or the sixteenths into eighths. Now it is seldom, if ever, convenient to convert any fraction into one of smaller denominator (i. e. larger equal parts). To illustrate this let us convert the sixteenths into eighths. Then, since ^ = \, Y\ ii eighths, and we may therefore write 1 j_ _3 ___ i , i* _ 2* 8 "*" 16 ~~ 8 : "*" 8^ ~ 8 ' a form which, with any but the simplest numbers, would become hopelessly muddled. But let us convert into smaller parts, i. e., convert the eighths into sixteenths. Then we may write JL l '* 213 5 8i~iO 1C i Tff 169 a practical proof of this being easily obtained by an inspection of the common 12-inch rule. It will be noticed that the numbers which compose the fraction -^ (i. e., 5 and 16) are entirely whole numbers. Example 4. The tapping size (size cf a hole before being screwed) of a certain Whit worth bolt is given as fo" -f- A"- Express this as a single fraction. A + A = i? 4- o U 4 converting the &* into 6 y h ", ^ being & Exercises 3. On Addition of Fractions. SIMPLE CASES 1. Drilled bolt holes in pipe flanges are J* larger than the bolts for bolts over $" diameter. What sized holes are required for the following bolts: (a) J*, W I*, (c) 1 4'? VULGAR FRACTIONS 13 2. For bolts up to j* diameter the drilled holes are ^* larger than the bolt. What sized holes are required for the following bolts : M &"> (*) r, (o r? 3. The diameter of the tapping hole for certain Whitworih bolts and nuts is given as follows : (a) J" bolt, diameter of tapping hole = f H- 3* (b) A" b olt diameter of tapping hole = iV ~f- A- Express each of these diameters as a single fraction. 4. The thickness of the head in certain Whit worth standard bolts and nuts is given as follows : (a) J* bolt, thickness of nut = ^ -f- -.> ; (b) y bolt, thickness of nut t s ff -f- ^V Express each of these sizes as a single fraction. Express the following Whitworth bolt-head thicknesses as a single fraction in each case : 5. (a) J" bolt. Head is | -f- > (b} } J" bolt. Head is ft -f ^. e. (a) r .. - * + & (*) 13" .. .. .. H + A. Express the following Whitworth tapping sizes as a single fraction in each case 8. (a) i" bolt, tapping size is } $ 4- jJ 5 . (6) } J" bolt, tapping size is *$ -f ^ . 9. (*) r .. i +A- w r ,. ,. M ., J+A. 10. wr .. M - +& wtr ........ I+A. A rather different appearance is presented by the case J + -. We cannot convert the quarters into fifths or the fifths into quarters without complicating the figures ; but we can obviously give each fraction the same denominator by multiplying the 4 by 5, and the 5 by 4, i. e. multiplying the denominators together, giving 20 in each case. Then, remembering that the value of a fraction is unaltered if both top and bottom be multiplied by the same number, the example may be written thus J + i = __ x - 5 + 2 _21 4 4 5 4~X 5 5 X 4 = .5 + 8 ^ 13 20 20 20 In Fig. 3 this is shown graphically. The foregoing method may be applied to any example, but in the more difficult cases the labour and figuring may be reduced by employing the Least Common Denominator (abbreviated to L.C.D.). As an illustration, consider the addition of the fractions ^ and f . Working on the previous method, the common denominator would be 12 X 8 = 96. Now a little thought wall show that the numbers 48 and 24 also contain 12 and 8 an exact number of times, so that for the purpose of addition the fractions may equally well be con- verted into forty-eighths or into twenty-fourths. By using 24 as 14 ARITHMETIC FOR ENGINEERS the common denominator instead of 96, smaller numbers will be produced, and the calculation simplified in consequence. This 24 is then the smallest possible common denominator, and is the Least Common Multiple (abbreviated to L.C.M.) of the given denomi- nators. Now the L.C.M. of a set of numbers is defined as the least number which will contain each of the given ones an exact number of times, so, keeping this in view, we may deduce the 24 from the given numbers 12 and 8. Fig. 3.- Shov/ing that } -f f The required L.C.M. is to contain the numbers 12 and 8 exactly, and must therefore contain the factors of these numbers (see p. 3). Splitting into prime factors, we have 12 = 2X2X3 8 = 2X2X2 Now all the factors of 12 will be required, since the 12 itself must divide into the L.C.M. But in the case of the 8, two of the factors already appear in the 12, viz. 2X2, and need not, therefore, be used again. The remaining 2 in the 8 does not appear in the 12, and must therefore be counted. Then the L.C.M. of 12 and 8 = 2x2x3x2 = 24. The detailed method of finding an L.C.M. is laid out in the following example : Example 5. To find the L.C.M. of 8, 15, 4 and 12. 8 15 \ i* 8-2x2x2 L.C.M. =2x2x2x3x5 I 5 = 3X 5 =8x3X5 12 = ^ x $ X % =120 Explanation of the Method. Examine the given numbers to see if any one will divide exactly into any other one ; if so, cross it VULGAR FRACTIONS 15 out. Thus 4, crossed out, will divide exactly into 8 and 12, so that if the L.C.M. contains 8 it must contain 4; we may therefore neglect such numbers. Then split each of the remaining numbers into its prime factors (see p. 3) as shown. The L.C.M. is to contain all the numbers, and so must contain the 8. The factors of the first number are then left alone. Now examine the prime factors 3f the second number (15) and see if any of them already exist in the first number. If so, cross these out.* In this case neither the 3 nor the 5 appears in the factors of 8, and so are left in. Next examine the prime factors in the third number and cross out any that still appear in the first and second numbers. Thus the 3 already ippears in the factors of 15 and the two 2's already appear in the [actors of 8. All these three factors are then crossed out. The process is repeated until all the prime factors have been examined, >vhen the L.C.M. is obtained by multiplying up all the factors >vhich are left (in this case 2x2x2x3x5), giving 120. Example 6. Find the L.C.M. of 8, 12, 16, 6 and 18. ^ 12 16 $ 18 12 = 2 X 3 X 2 L.C.M. = 2x3X2x2x2x3 16 = ^X^X2x2 = 144 18 = \ X ^ X 3. Note. The numbers 8 and 6 are crossed out, being contained in [6 and 18 (or 12) respectively. The factors of 12 include two 2's; hen two of the 2's forming the factors of 16 are crossed out. The >ther pair must be left in, as the L.C.M. must contain four 2's if it is to ;ontain 16, and in the first line only two 2*s appear. In the third ine the 2 and one 3 are cut out. Only one 3 appears in the first two ines, and so only one may be cut out. Finally, the L.C.M. is the pro- luct of the remaining factors = 144 as shown. Exercises 3 (contd.). On L.C.M. Find the L.C.M. in each of the following cases 11. 4, 8, 6. 12. 4, 3, 6, 2. 13. 9, 3, 4, 8. 14. 16, 9, 8. 15. 12, 10, 5. 16. 14, 21, 7, 2. 17. 16, 48, 18. 18. 55, ii, 15. 19. loo, 150, 75. 20. 3. 5 1 * 9> 17- 21. 34, 17, 3. 22. 33, 15, 3. 23. 125, 25, 150. 24. 280, 14, 150, 50. 25. 30, i 8o > 45> 9, 5- 26. 3, 17, 51, 34, 9. Applying the method to addition problems, the L.C.M. of the lenominators is first obtained, and each fraction is converted so hat it shall have the L.C.M. for its denominator, i. e. the common lenominator is the Least Common Denominator. * See Note to Example 6. 16 ARITHMETIC FOR ENGINEERS Example 7. Add together f, ^T, J, and -fa. The L.C.D. has been shown in Example 5 to be 120. Dividing this L.C.D. 120 by each denominator in turn, gives the number 15, which is required to convert the fraction. Thus, = 15, and therefore J- = 3 X__y _ . and similarly for the others. .'. I + A + i + A -= 3 _X_L5 4- 2 x ^ 4. I x 3-4- 5 * I0 1 These steps may be 8 x 15 15 X 8 4 x 30 12 x 10 I omitted or shortened. 45 , 1 6 , 30 , 50 f See a few lines further I2O I2O I2O I2O J On. = Hi = I f& or cancelling by 3, = i^ In an actual example the working would not be shown as above, in which there is a considerable amount of repetition for explana- tory purposes. The common denominator need only be written once if a long line be placed above it instead of the several short lines. Also the actual multiplication of numerators may, in most practical cases, be performed mentally. The working would then appear in the following form : I + A + i + A = 45 + 16 -f 30 -f 50 = 141 i 20 i 20 Example 8. In connection with an electrical resistance problem it was found necessary to evaluate (i. e. t find the value of) the expres- sion i 4- J 4~ iV Calculate the required value. 4, $, 18 4 = 2X2 23 18 = ^ X 3 X 3 .'. L.C.M. = 2x2x3x3 -36. Explanation. -The L.C.M. is quite simple. Taking the first frac- tion, 4 into 36 goes 9. Then 9 x 1=9, which is written above the long line. Then 3 into 36 goes 12, and 12 x i = 12, which appears as shown. Lastly, 18 into 36 goes 2, and 2x1 = 2. Addition of the numerators completes the example. Where the given quantities include whole numbers, then the easier and safer method is to add the whole numbers inde- pendently of the fractions. Usually the whole numbers may be VULGAR FRACTIONS 17 added mentally. It is unwise to convert the mixed numbers into improper fractions, as unwieldy figures result, and the subsequent labour is greatly increased. Where improper fractions are given (an unlikely condition), they should be converted into mixed numbers. Example g. Find the value of3j4-4 + 7i + 6J. Add the whole numbers mentally and write the result in front of the addition of the fractions, thus The expression then = 24 L.C.M. =-8x3 = 2 4 20 -f ill Ma Y often be done mentally. Example 10. The dimensions of the spindle for a sluice valve are shown in Fig. 4. Determine the overall (i. e., total) length of the spindle. Fig. 4. Spindle for a Sluice Valve. Writing down the dimensions in order we have = 18 4___ 10 t 8 JL_14 16 L.C.M. = 16 Examples like this are of frequent occurrence when dealing with drawings, and with practice they can be done mentally. It is then necessary to be thoroughly familiar with the ordinary measurements of J, T \, etc., and to know at once the simpler con- versions such as f = -{ = ! etc - Sucn knowledge is obtained by doing a considerable amount of mechanical drawing. Then the above example would be done mentally as follows : ioj + f is ioj, add 6 gives i6J, add J gives 17$, add 2 gives igf. Leave the ^ B till the last as being the most troublesome figure. Then 19! and } gives 2oJ; and 2oJ and ^ is 20 T V + c T V = i8 ARITHMETIC FOR ENGINEERS Exercises 3 (contd.). Addition of Fractions with L.C.M. Find the value of the following : 27. i + f + ft- 23. + A + A. 29. A + & + J- 30. J + ! + &. 31. A + I? + A- 32. 9i + } + 3i- 33. U + t + A- 34. ij + 5 J 6 + jpa + t- 35. ft + ij + A + 5l- 36. In finding the current required for some electric glow lamps fed in parallel, it was necessary to obtain the value of the expression ifo H- lib + fs> Find this value - 37. Find the overall length in inches of the lathe mandrel shown at a, Fig. 5. Convert the result into feet and inches. 38. b, Fig. 5, shows an eccentric strap bolt. Find its overall length in inches. Fig. 5. Exercises on Addition of Vulgar Fractions. 39. Find the overall length in feet and inches of the piston rod shown at c, Fig. 5. 40. Find the length of the cross-head bolt, shown at d, Fig. 5, from the underside of the head to the point. 41. The vice screw shown at e, Fig. 5, is to be cut from the solid bar. Allowing an extra inch of length for holding, etc., what length of bar must be cut off ? 42. Find the overall length of the armature shaft for an electric motor, shown at/, F*ig. 5. Subtraction of Vulgar Fractions. This involves no new principle, the method of finding the L.C.D., and the separate treat- ment of whole numbers, being adopted as in addition. An example is the best explanation. VULGAR FRACTIONS Example n. Find the value of 5^ 2. 12 = 2x2x3 _ , 3 - 2 I - 9 - 3A 24 .'. L.C.M. = 2x2x3X2 = 2 4 Explanation. Taking the whole numbers first, 5 2 = 3. L.C.M. = 24. Then 12 into 24 goes 2, and 7 X 2 = 14. Similarly 8 into 24 goes 3 and 3X3 = 9. Then 9 from 14 = 5. Example 12. From 20 JJ take 13 fa. 30 = 2 X 3 X 5 , 22 ~ 35 = 7 60 = 6 82 - 35 = 60 12=^X^X2 L.C.M. = 30 x 2 = 60 Explanation. As before, the whole numbers are dealt with first, followed by the finding of the L.C.M., and the conversions as shown. A special point arises in the second line. We cannot take 35 from 22, but it must be remembered that the statement means 7$$ fg, which of course is possible. The subtraction may be performed by con- verting a unit into sixtieths, and adding this unit to the fraction $J, as shown in the last line, giving gg, from which g can be subtracted. A short combination of addition and subtraction presents but little difficulty, and is illustrated by the following example Example 13, Evaluate 15! 3^ + I J- Whole numbers 15 Expression = 13 36 4 9 $ L.C.M. = 4X9 = 36 Fig. 6. Rock Drill Piston. Example 14. Part of a rock drill piston is shown in Fig. 6, and by a draughtsman's oversight a dimension has been omitted. Assuming that all the other figures are correct find the value of the missing dimension. It is evident from the picture that if the sum of the small lengths 20 ARITHMETIC FOR ENGINEERS be found, and subtracted from the " overall " distance, this will give the value of the missing quantity. Then ij + 3i + 5i + 4 = i" L.1+_LJ = 10 J. Then missing dimension 13! loj .*. Missing dimension = 2f" Note. With practice this type of example can also be done mentally. With a more lengthy combination it may not be easy for a beginner to deal with the whole numbers mentally. Then it is best to find the sum of the whole numbers to be added, and the sum of the whole numbers to be subtracted ; the final subtraction being simple. The numerators of the converted fractions may be dealt with in the same way. An example will illustrate Example 15. Find the value of jf + 2j 5/2 3^ -f g\\. Whole numbers : 2 5 3 + 9=11 8 = 3. r 3 5 + 36 35 9 4- 44 12 ^ 12 30 == 2 X 2 X \ 3 ^ 60 = 3 130 60 _i_4 = 3*8 30 L.C.M. = % X J = 12 X * X 5 5 = 60 = 4fr r 4^5 Note. Taking the whole numbers first, 2 and 9 are to be added, and 5 and 3 to be subtracted. Combining these pairs gives n 8 3, as shown. After converting to the L.C.M. , all the plus numerators are added, giving 130, and all the minus numerators, giving 44. Then the final subtraction gives 86. Exercises 4. On Subtraction of Vulgar Fractions. 1. The correct size of tapping hole for a certain screw is ij". If a fa" drill is the nearest size available, by how much will the hole be too large ? 2. By how much will a hole be too large if a \%" hole be drilled when the correct size is f \" ? 3. A f hole is drilled for tapping when the size should be gj". What is the difference in size, and is the hole larger or smallei than it should be ? Find the value of the following : 4. * - i. 5. | - J. 6. fa - i 7. ft - ft. 8. i* - |. 9. 2j - ft. 10. M - A- H. 4 ~ 28- 12. 2-| - i|. 13. i ft - f 14. 9 ft - 6tf . 15. From 3^ take 2j. 16. From i{ j take ^. 17. From ij take ^ 7 . 18. Subtract 23 J from 3oJ. 19. Subtract 4}J from 5?J. 20. Subtract JJ from i?. VULGAR FRACTIONS 21 Find the value of the following : 21. 3i - * + U- 22. 3 - | + 3aV 23. tf +J - M- 24. ft ~ f + i?,. 25. 2$ - ii - i ft. 26. 4 ft -f 5j - 7ft. 27. 12 - 3 + Ji - I- 28. M - 2 i 3 o - i + 5i- 29. 3ft - ft + 18 -f 2} - J. 30. i-/ a + | 2J5 -f 3^ 31. Find the value of 3ft ij and take the result from i 32. .. ,. * I - I 33. Take the result of ift -f- from 3-j%- 34. 9l + ft ., I3S- ft- I. A may be irscreased to suih; or- 2. Rackirxg raay be puhal~p. o V) Fig. 7. Exercises on Subtraction of Vulgar Fractions. 35. From 2ft take the result of f -f f . 36. 2i| 3 + 4i 4- 2f. 37. 37l .. .. 3* + 2i| -f- ft. 38. From the result of 2 ft .p 2 - take i}J. 39. ft + }" &. 40. * - A T^J. 41. a, Fig. 7, shows a screw from a lathe head-stock. Find the length of the part C. 42. The valve spindle for a stop valve is shown at b, Fig. 7. Find the length of the plain portion marked A. 43. A milling machine spindle is shown at c, Fig. 7, where by a 22 ARITHMETIC FOR ENGINEERS draughtsman's oversight the length A of the front bearing has been omitted. Find this value from the other dimensions. 44. Find the value of the missing dimension B from the drawing of the electric motor shaft shown at d in Fig. 7. 45. An electric motor and a centrifugal pump, built by different makers, are to be assembled on a single bedplate as shown at e, Fig. 7, which also gives dimensions from centre line to base. (a) Supposing a special bedplate is to be made to suit, find what the dimension A must be. (b) Supposing that a standard bedplate, in which the dimension A is ij",be used, find what packing thickness is required under the motor feet. Multiplication of Vulgar Fractions. Multiplication is a convenient method of performing a long series of additions of equal quantities. Thus, 5 x 4 is a shorter way of stating both 5+5 + 5 + 5 (*'*, 5 added 4 times) and 4 + 44-4 + 4 + 4 B P "1 ~r N Large Area A F G M represents i UNIT. Then : Area A D J M = f , and shaded area = -2 of A D J M .'5 n f 3 ~ 4 OI 5" M L K J H . G Fig. 8. Showing that f x | -** T V (i. e. t 4 added 5 times). The multiplication of a fraction by a whole number may be shown the same way. Thus, |X5 = | + f + j + f + | = 3 + 3 + 3 + 3 + 3 = 3 _XJ 4 4 = = 3l So that the result is obtained by multiplying the numerator by the whole number. The multiplication of two fiactions, e. g. t f X f , is very con- veniently shown graphically, as in Fig. 8. The multiplication sign (x) may be replaced by the word " of," for f x f is f taken f of a " time " ; the result will naturally be less than |. In Fig. 8, VULGAR FRACTIONS 23 the square A F G M represents i unit, which is divided by vertical lines 13 L, C K, D J, and E H, into fifths. Then the area A D J M represents the fraction J. Similarly the horizontal lines R U, Q T, and P S, divide both the unit and the area A D J M into 4 equal parts. Therefore area A D N P is of area A D J M, i. e., f of f of a unit. The two sets of lines cut the unit square into 20 small figures such as H G S W, and in the area A D N P there are 9 such figures .'.? of 3 =9- 4 5 20 But the 9 is the product of the numerators 3 and 3, and the 20 is the product of the denominators 4 and 5. Hence the rule for the multiplication of vulgar fractions Multiply the numerators together to give the new numerator, and the denominators together to give the new denominator. Reduction to lowest terms should follow, but in many cases the cancelling may be more conveniently performed before multi- plying up. Thus in the following we first cancel by 3: 3 $ x 7 = 3 X 7 = 21 16 \\ 16 X 4 64 4 The method is applicable to any number of fractions. When mixed numbers occur, it is usually advisable to convert them into improper fractions. Example 16. Find the product of , if, 2^ and ^. f X If X 2j X A = I x y x Cancelling being performed with n, 4 and 3. Example 17. If i kilogramme is 2j Ibs., find the number of Ibs. in 235 kilogrammes. Evidently 235 kilogrammes = 235 times as much as i kilogramme. Then as i kilogramme = 2j Ibs. 235 kilogrammes = 2j x 235 Ibs. 47 = V X W V X 47 517 Ibs. The cancelling should always be shown neatly, so that the original figures may be easily read. Care in this direction enables the working to be checked through, for possible errors, by any one. Examples involving heavy cancelling are met with when calculating 24 ARITHMETIC FOR ENGINEERS the speeds of various combinations of gear wheels, such as occur in the feed motions of machine tools, variable speed gears, etc. In examples of this kind, special care must be taken and plenty of space allowed above and below the expression so that the cancelling may not be too confined. Example 18. The following figures were obtained when calculating the feed in inches of a drilling machine, for one revolution of the drill. Complete the calculation. 3 X JO X 7^ X -fo X 16 x J i i * i x i ys/f v ix \/ i \/ i \/ l# \/ Ho x ^ x 7* x XV x i x 2 i i == .} Q x ft = Jo inch per revolution. It must be noted that " multiplication " does not necessarily imply an " increase." If the multiplier is itself a fraction, then the resulting product is only a piece of the quantity multiplied, in which case a decrease results. Exercises 5. On Multiplication of Vulgar Fractions. Find the value of 1.1X7- 2. ^ x 5. 3. .& X 3- 4. 15 x 4- 5. f x j. 6. j x ,V 7. 3? x jj. 8. {? x ,. 9. i? X }. 10. ft X 2ft. 11. 3-2 X if,. 12. 5* x i ^. 13. y x il xi 14. A x i? x A. 15. 2j X I A X I X J. 16. J X ft X 5t X Ij. 17. Find the value of ij X ij X ij- X ij X il. The following multiplications refer to certain spur wheel trains. Complete the calculations. 18. Yi a X \^ X V- 19. 500 x 20. U x 88 x Sf. 21. V&- x g The following multiplications give the feed in inches per revolution of the mandrel in an 8" self-acting lathe. Complete the calculation. 22. Greatest surfacing feed = S| X fe X f X J. 23. Lowest surfacing feed = t x 'dV x i x J- 24. Greatest traversing feed = ^| X ^ X ??, X 14 X f . 25. Lowest traversing feed = gj X ^ X ifg X 14 X |. 26. The speed of a certain lathe spindle, when driving through the back gear, is given by the value of the expression 140 X ft X jf X Jf r.p.m. Find the value required. 27. The feed of a drilling machine, in inches, for one revolution of the drill spindle, is given by the figures : ? J X JJ X ^ X^jX i6x f. Complete the calculation. VULGAR FRACTIONS 25 28. (a) The finest measurement that can be made with a certain micrometer is J s of the " smallest scale division " ; if the latter is ^ of an inch what is the finest measurement ? (b) When the instrument is fitted with a " vernier " we can measure ^Q of the result of (a). What is then the smallest measurement ? 29. The ordinary mile contains 5280 ft., and the nautical mile is equal to I 3 5 o ordinary miles. How many feet are there in a nautical mile ? 30. If i nautical mile be considered equal to 1} ordinary miles, how many ordinary miles are there in a distance of loj nautical miles ? 31. One mile contains 1760 yds. If a " kilometre " is of a mile how many yards are there in i kilometre ? 32. If i cubic metre = i^ cubic yds., find how many cubic yards there are in 260 cubic metres. Division of Vulgar Fractions. The division of one quantity by another is the determination of the number of times that the second quantity is contained in the first. The result | urn i ' 1 a 3 + 5 G 7| 8| J *--! * J z si * 5 I 6 ?l e a| ,o ul 11 131 H| 151 16 i ur> JIT 1 ,,,. .., U ! | j 1 1 I I i I ! i j j j 3 'S J 8 * x 8 ^i \-k V"\m&<z> . ._ ^ Fig. 9. Illustrating Division of Vulgar Fractions. could be obtained by continued subtraction, but such a process would be extremely laborious. First take the case of dividing a fraction by a whole number, e - !*:" 3- T ne number of parts in the fraction is 15 and these are to be divided into 3 equal groups ; then obviously each group must contain 15 3 = 5 parts, and each part being y^-, the result is then -/ ff , so that the numerator is divided by the whole number. But this method becomes rather inconvenient when the numerator is not exactly divisible by the whole number, e. g. t f -r 2. Accord- 2J. ing to the foregoing the result would be -, obviously an incon- venient form. A better statement of the result is obtained if the 26 ARITHMETIC FOR ENGINEERS denominator be multiplied by the whole number, giving -f s . The truth of the method is evident from the upper diagram in Fig. 9. The second, and more general, case is the division of a fraction by a fraction. As an example take -j\~ f , i. e. t " how many times is f contained in f 1 " First divide T V by 3, i. e., the numerator only, giving -^ . But the actual divisor is 8 times smaller 10 x 3 than 3, and therefore the result must be 8 times larger than the previous one of / ff , that is 9 . 3_ 9 v Q " /- ~T "n ~~ ~r A O 16 8 16 x 3 3 i fy x 3 3 , = * = ^ il ^ X ^ 2 * 2 I The proof is seen in the lower diagram in Fig. 9. It can be seen that the f has been turned upside down and now multiplies the 1 ^ r . Hence the rule for dividing one fraction by another : Invert the divisor, and proceed as in multiplication. Where mixed numbers occur, it is advisable, as when multiplying, to convert these into improper fractions. Cancelling should be used where possible. Example 19. Divide i^ by if. T 5 fS "T ~ I ff 3 == 17^ I 7 == \\ v $ ^3 12-9 \\ This step usually omitted. Example 20. Find the value ofijxj-f-2g. I*Xi-r2f _ * x 7 x _5 _ 35 - 2 X 8 X i - 6^ 4 Example 21. A large pipe-joint is to have a number of bolts evenly spaced on a circle whose length right round is 754"'. The bolts are to be spaced 3$ * from centre to centre. How many bolts must be used ? A glance at Fig. 10 will show that there are as many bolts as spaces. VULGAR FRACTIONS 27 Then if we find how many times the 3| is contained in the 75 J we shall have the number of spaces and therefore the number of bolts. Then, 75* ~ 3* 2 *5 _i_I5 _i5i v i_ ~ ' ~ or, as we cannot use a fraction of a bolt, say 20 bolts. Example 22. An engineering drawing is made to a scale of " J* to i ft." (i. ., every i ft. on the job is drawn as " on the Distance round This drawing). Find what fraction of full size "Pitch Circle- 11 is 75 2" this represents (i. e., find what fraction of an inch on the drawing represents \" on the job). lg ' I0 * The quantities must be changed into the same units before dividing. Now " J" to i ft." means that i ft. is shown as \" , also, changing to inches, i2 /r are shown as |*. /. i* will be J* -f- 12 = f x A = iV'- 4 Thus i" on the job appears as fa" on the drawing, or a scale of |* to i ft. = ^ full size. Example 23. It is desired to make measurements from a certain drawing of which the " scale " is not known. A dimension figured as I2J" measures 2J". What is the scale ? I2J" is shown as 2 1". Then i" will be shown by 2j* -r- 124-" 2 3 Then the drawing is J full size or 2" to i ft. It should be noted that division does not necessarily produce a decrease, as might at first be inferred from the word " divide/' When we divide by a fraction, i. e., by something less than i, then the result of the division may be considerably greater than the number divided. Thus, if 3 be divided by J the result is 12, the reason being that J is contained 4 times in i, and therefore 12 times in 3 ; and as a proof 12 X J = 3. 28 ARITHMETIC FOR ENGINEERS Exercises 6. On Division of Vulgar Fractions. Find the value of the following 1. I -r ,!-,. 2. fr - r ,V 3. .?., -r- JJ. 4. if -> yV 5. 3 A - y - 6. 1& -r- 3?,- 7. 4 J -r i?. 8. i j s -- JJ. 9. ^ -r 14- 10. 5t -r 9- 11. The top joint of an oil-separator shell is to have 40 bolts evenly spaced round the pitch circle, and the length of this circle is 123 J*. Find the " pitch " of the bolts (i. e., the distance from, the centre of any bolt to the centre of the next. Fig. 10 will make this clear). 12. The length round a boiler ring on the pitch line of the rivets is 1 8 '-9", and the rivets are to be 2 J" pitch. (Fig. 10 will show what is meant.) How many rivets will be required? (Note. Work in inches.) 13. The size of the teeth in a spur wheel are often given by the " diametral pitch," i. e., the number of teeth that the wheel has for every inch of its diameter (e. g., a wheel of 50 teeth and 5" diameter has 10 teeth per inch of diameter). Find the diameter of a wheel having 35 teeth and 2j teeth per inch of diameter. Find the diameters of the following spur wheels 14. To have 162 teeth, and 12 teeth per inch of diameter. 15. 55 2j 16. 22 2| The following figures are taken from tests on toothed wheels. Find in each case the " pressure per inch of width/' i. e., pressure ~ width. 17. Pressure on teeth 270 Ib. ; width i \" . 18. 434 1 2"- 19. ,, 416 ,, \\". 20. 1638 -2\". What fractions of full size do the following scales represent : 21. " to i ft. 22. iV' to i ft. 23. \" to i ft. 24. I" to i ft. 25. ii" to i ft. 26. $\" to i ft. 27. 4" to i ft. 28. T V to i ft. 29. J" to i ft. On referring to certain drawings it is loiind that the " scales " to which they are made are not stated. Find what fraction of full size the drawings are made in each of the following cases : 30. A dimension figured as 8" measures 2". 31. ioj" I". 32. 6" 2jr /r . 33. or ,. ir- 34. 7 r .. 2ir- 35. 45T 3H?"- 36. ,, ior iji". Various Examples. Brackets. The study of the four simple rules applied to Vulgar Fractions is usually followed by the working of compound examples, i. e., those in which addition, multiplication, etc., are mixed up together in various ways. Such examples, however, seldom occur in practice, as decimal work is much more convenient, but one or two cases of a simple character will be taken as they serve to revise the foregoing principles of VULGAR FRACTIONS 29 vulgar fractions, and these principles are of some importance in certain parts of algebraic work. They also provide a convenient opportunity for introducing another sign, the bracket, of which there are three common forms, thus : (the round), the {curly}, and [the square]. These are used to denote that the numbers and quantities contained within the two pieces of the bracket are to be treated as one quantity only. They may not be removed or inserted anywhere without obeying certain laws, which are given in the algebraic section, where brackets are of considerable importance. For the present it may be taken that the operations within any bracket must be carried out and a result obtained, before the remainder of the problem can be proceeded with. As a simple illustration of their use, let it be required to take the difference between J and J, from . Using brackets, this may be concisely stated thus : f (\ J). The statement is by no means the same as -J- i J. In the first case In the second case i (z 4) 4 2 8 oo* 041. ==: A - jl __ 3 - _____ 3_ . __ - JL 488 o 8> which shows a considerable difference. It should be noted that the bar of division also acts as a bracket. c \ Q Thus, in the case of - (-> the 6 and the 8 must be considered as one quantity. Cancelling is not permissible where the terms of the division contain + and signs, unless all the numbers on either side of the line be divided at the same time. For instance, if it be desired to cancel the above expression by 2, both the 6 and 8 must be divided by 2, thus 3 4 8 and not either of the following )$ + ! or 10 x4 8 Thus(i) =" = i& and Now 5~ evidently = J-J-, which can be cancelled to |, thus proving the first system of cancelling to be correct. 30 ARITHMETIC FOR ENGINEERS With compound examples, like the following, it will be found that the working presents a much better appearance, and can easily be re-read at any time, if the various operations are carried out in their proper places in the given expression. The steps in the next examples should be easily followed with but little explanation. 7 Example 24. Find the value of . 1 |T 1 3 +io = ? 49 = -1 v 3 = * 15 ' 30 ^ X ^ 7 1 7 "" Explanation. The first operation must be to evaluate the bottom line, then the ^ can be divided by the result. The addition may be done in a separate place and the result collected. a Example 25. Simplify the expression -.-* . rs + tr Expression = ~r^7 inverting the 3 and - y -^ X 4 ^ A 3 cancelling by 2 6 9 = t = 3 v ill = 'i 7 A" ^7 *8 4 Where + and signs are found mixed up with X and 4- signs, the operations of multiplication and division must be performed before those of addition and subtraction, unless the existence of brackets indicates some other order. The order of the signs is quite immaterial. The reason for the rule is as follows : A sign of multiplication (and division is merely multiplication inverted) only stands between the components or factors of a number, and does not denote the exist- ence of two separate numbers. As an illustration consider the expression 5+3X4- Now it must be remembered that the sign X is only an abbreviation for a long addition, and 3 X 4 in the above means 4 + 4 + 4 (or 3 + 3 + 3 + 3). We may not then follow any method which neglects this meaning. Then 5 + 3 x 4 = 5 + 4 + 4 + 4 = 17 VULGAR FRACTIONS 31 To obtain this result without replacing the multiplication by its lengthy meaning, the multiplication must be done first, as follows 5 + 3X4 = 5 + 12 = 17 Following the wrong scheme of taking the signs in order (which may appear the natural way at first sight) we should have 5 + 3X4 = 8 X 4 = 32 But in so doing we have neglected the meaning of 3 X 4 as given above. The signs of X and -~ may be looked upon as strong signs, and those of + and as weak signs, so that the former have to be obeyed first. Should it be desired to give the expression 5 + 3x4 the mean- ing of 8 X 4, then brackets must be used thus (5 + 3) x 4, thus indicating that both the 5 and the 3 are to be multiplied by 4. Of course, the existence of a fraction, in any form, makes no differ- ence to the above principles. Example 26. Find the value of i + f X & + ft. i i 1 ^ ^ q The expression s= j+C x f + I 5 i 7 I+I+- 9 - 2 ^ 7 ^ 16 = 5 6 + l6 + 6 3 135 _ 23 112 112 ~~ *!* Note. The multiplication must be done first. Example 27. Simplify the expression (J + ) X & -f ft. The expression = *_+_4 X + *"* 9 Thcn . """ 4 16""" 16 3 Example 28. Find the v^lue of i T V~V The expression = i -- 1 <* ^ "To"" i ==I ~S ==I ~^ x! 7 3 __ 4 ARITHMETIC FOR ENGINEERS of cuitmq-off tool ' 1 Example 29. Cast-iron piston rings, fa" wide, are to be turned from a rough casting. The width of the cutting-off tool is fa*, and 3* is re- quired at one end for holding in the chuck. Allowing y for facing up the end of the pipe, find the least possible length of pipe from which to cut i dozen rings (see Fig. n). After facing, which will finish one side of the first ring cut off, each part- ing will produce one ring. Therefore there will be 12 partings. Total length required == Chuck grip + total width of partings -f- total width of rings -f- allowance for finishing Clld '_ 3 , 1 Fig. II. = 3 + VM-Y- + i =-. 13!, say 14 in. Example 30. A mortar is to be composed of i part of cement to 3 parts of sand, by weight. Find how much sand and cement arc needed to make 3 cwt. of this mortar. Using i Ib. of cement, say, we must use 3 Ibs. of sand, as there are to be 3 parts of sand to i of cement ; the total weight of the mortar is then 4 Ibs. Thus the weight of cement is of the total weight (i.e., i Ib. cement in 4 Ibs. of mortar), and the weight of the sand is | of the total weight (i. e., 3 Ibs. sand in 4 Ibs. of mortar). The actual working may be as follows Cement = i part vSand = 3 parts /. Mortar --= 4 parts Then cement J- of mortar J- and sand = i ^= J 3 cwt. = 3 ,. = cwt. Total (as proof) = 3 cwt. Nute. The method of working is always the same, no matter how many constituents there may be in the mixture. Exercises 7. Compound Examples. Find the value of the following expressions 1 1H * 8| 5 ' p-^ .!+-: 2. 6. ^ 10. ? ?* 3. A- s T i -i 9 * 2-*V 7. i V i' 11. A + iV 2\ I* 8. 3 s V X VULGAR FRACTIONS 33 Simplify the following expressions : 12. 2 - ij x i^. 13. (2j - ij) X i,V 14- iV X | + f X f . 15. A X (I + ft X . 16. f of | -r * + f . 17. t of f - (* + |). 18. 3i + 2* -^ i - A- 19- (3i + 2i) -r- (J - i 20. - i*. 21. 22. - x 23. Special set screws are to be cut from bar stock in an automatic machine (see a, Fig. 12). The overall length of the screw is iA*. The width of the cutting-oif tool is J". and the bar stock is in 5 -o* li^^^.l.-*. __O I Ug_ . ti J If ,i - -, j.,.. tT -jr ___ 16^ 1 16 HBr^ ne ^ | ^*" Lor\c Fig. 12. Illustrating Exercises 7. lengths. How many screws are obtainable from each bar, and how many bars will be required for an order of 12 gross of screws ? (Note. I gross 12 dozen = 144.) (Hint. Remember that if, say, 20 J screws can be cut from i bar, only 20 screws are really obtainable ; but if, say, 55J bars are required, 56 must be bought.) 24. It is required to turn 9 handles each 5^' long, as shown at 6, Fig. 12, from a mild steel bar. Allowing -" extra on each handle for cutting-oif, etc., find what length of bar must be cut off for the 9 handles. 25. Some sleeves, as at c, Fig. 12, are to be cut from a piece of wrought-iron pipe, in the lathe. If we allow -^" extra on each sleeve for parting off and i" extra at the end for holding when cutting off the last one, what length of pipe is required for 16 such sleeves ? 26. Pillars for stop valves, as shown at d, Fig. 12, are to be turned from bars. Allowing an extra \? on each one for cutting off, how many pillars can be cut from a bar 5 / -6" long ? 27. Electric contact fingers, J" wide, are to be sawn in a power hack-saw, from extruded bars each 6'-6* long. (See e, Fig. 12.) If the saw-cut is j^" wide, how many fingers can be cut from each bar ? 34 ARITHMETIC FOR ENGINEERS 28. Special nuts arc to be turned from the bar as follows : Seven f * thick, and fifteen " thick. Allowing an extra f s " on each nut for parting off, find the total length of bar required. 29. Forty-eight angle stiffeners for a plate girder are required 40 J" long, and are sheared from the long angle bar without waste. What length of angle will be required ? If the stock angle bar is in 45 ft. lengths, how many lengths will be needed ? 30. A concrete is to be made of cement i part and coke breeze 4 parts by weight. How much of each constituent is required for 15 cwt. of concrete ? 31. What weight of each metal must be used to make 150 Ibs. of each of the following solders, assuming nothing lost in the melting ? (a) Lead 3 parts; tin 2 parts. (b) Tin 4 parts ; lead i part ; bismuth i part. 32. Black gunpowder is composed of nitre 15 parts, charcoal 3 parts, and sulphur 2 parts, by weight. Find the quantities of each material required to make 60 Ibs. of gunpowder. 33. The white metal for fusible plugs is made of varying propor- tions, according to the temperature at which it is required to melt. Find what weight of each metal is required to make i cwt. (112 Ibs.) of each of the following alloys : (a) tin 2 parts, bismuth i part ; (b) lead i part, tin 4 parts, bismuth 5 parts ; (c) lead 5 parts, tin 3 parts, bismuth 8 parts. 34. Find what weight of each material is required to make the following quantities of foundry sand : (a) 2 cwt. of facing sand con- sisting of 6 parts old sand, 4 parts new sand, and i part coal dust ; (b) 10 cwt. of floor sand consisting of 6 parts old sand, 2 parts new sand, and part coal dust. (Give results in Ibs.) 35. A filling material, for cast iron, which will expand on solidifying, is composed of lead 9 parts, antimony 2 parts, and bismuth i part. How much of each metal must be used to make 30 Ibs. of filling ? 36. Find what weight of each material is necessary to make 75 tons of concrete, to consist of cement i part, sand 3 parts, and aggregate (broken brick, etc.) 6 parts. 37. When helical springs are used in compression the last three- quarters of the coil at each end is flattened to provide a flat seating; these flattened portions do not form part of the effective coils. Eighteen such springs are required, each having 7 effective coils, the average length of a coil being 3f". Calculate the total length of wire in a complete spring and also the total length of wire required for the 1 8 springs, allowing 2" per spring as wastage in cutting off. Find the values of the following expressions. 38. I 39. * 40. JJL(LiL m _ 140 41. 31 + J> 20 ' 42. (J x &) -i- (f+ 58)- 48. CHAPTER II DECIMAL FRACTIONS Decimal Notation. The ordinary method of numbering is built upon a scale which uses only ten signs, and is therefore called decimal notation. The ten different signs employed, which are called digits or figures, are o, i, 2, 3, 4, 5, 6, 7, 8 and 9; and all numbers are expressed with these only, by employing multiples of the unit in which 10 of each kind make I of the next larger variety. As examples of these multiples we have the ten, which is a set of 10 units ; the hundred, a group of 10 tens, *. e. 9 10 X 10 100 ; the thousand, a group of 10 hundreds, i. e., 100 X 10 = 1000 ; and so on. The value of each digit in a number (i. e., the multiple to which that figure refers) is indicated by its position in the number. Thus the extreme right-hand digit is the " units " figure, the next to the left the " tens " figure, the next the " hundreds " figure, and so on. For example, the number 15 means i set of 10 units + 5 single units (i.e., i X 10 + 5) the number 746 means (7 X 100) + (4 x 10) + 6, and 5280 (5 x 1000) + (2 x 100) + (8 x 10) + o From the above examples it can be seen that, starting from the extreme left with the most important figure (i. e., the one of the largest multiple) and proceeding to the right, every multiple is j l of its left-hand neighbour, until finally we arrive at the simplest unit. Now proceeding to divide the unit, in order to deal with fractional quantities, it is only natural that we should make the first sub-multiple ^ of the unit, and the next -^ of that (i. e., ^ of jV j J<j), and so on. Then, if the vulgar system of writing down such fractions were employed, we should have for denomi- nator a number such as 10, 100, 1000, etc., i. e., a number composed 35 ARITHMETIC FOR ENGINEERS of i with one or more noughts following it.* Fractions having such denominators are called " decimal fractions/' but the denomi- nator is omitted in writing down the fraction. The numerator only is written, the denominator being indicated by the position of the figures in the numerator. A dot (), called a decimal point, is used to distinguish between whole numbers and the numerators of decimal fractions; figures to the left of the point are whole numbers, and those to the right are fractions. The first place of figures to the right of the point is the T \j- place, the second the y^ place, the third the -nn^ place, and so on. All the foregoing points are illustrated in the diagram below, which shows the composition of a mixed number when expressed decimally. Multiples Sub-multiples o o o o 8 H M -13 -IS E g o H H ""r IHJO o M w . . . +. JS -a o Pk . . (/) OJ TJ t/5 , . i 1 crt O a 03 ' t . '3 c/> ft a O H a 3 s a s .-S 'S "S a s H a H H ffi H H H ffi H H 8 1 5 3 2 - -~ 7 Whole Number Fraction 300 The number 815-327 means 815 + T 3 ^ + T rr + But, by the rules of Chap. I, T ^ - T |^, and - so that the number 815-327 = SiS^V Besides omitting the denominator in writing, it is also omitted in reading a decimal fraction : the figures following the point are simply read in order. Thus the above quantity 815*327 is read as eight hundred and fifteen point three two seven. As further examples 39*37 reads thirty-nine point three seven and 39 + ^ + ioV * Numbers such as these (i.e., those composed of i followed by one or more noughts) are called " powers " of 10 : see Chap. III. DECIMAL FRACTIONS 37 But as ^ = jv, a shorter statement in the vulgar form is 39 $$ . Similarly, 62-425 reads sixty-two point four two five, and = 62 + 4 I 2 I 6 A/> 425 TTF -T TTTTF ~T TfftfTT ~ 2 TTJtf tf- When a whole number alone is written down, the decimal point is omitted, as there is no fraction to consider. If a number such as 15-00 is obtained as the result of any calculation, then the dot and the noughts may be omitted, and the figure written simply as 15, since -oo is, of course, o. But when a proper fraction has to be written down, then the dot is absolutely necessary, as its omission will convert the fraction into a whole number. Thus -305 is the fraction -^nnr* an( ^ ^ the dot were omitted the figures would read 305 ! For this reason a nought is sometimes written in front of the point thus, 0-305, so that, should the dot be lost, the appear- ance of the figures o 305 would indicate its intended existence. The number -305 may be read as either " nought point three nought five " or simply " point three nought five. 1 ' It should also be noted that noughts may be added to the right of the figures of the fraction, and to the left of the figures of the whole number, without affecting the value of the number. Thus 3-1400 is only 3-14, the o's merely stating that no y^ths or ^i^ths exist, which is equally well shown by writing nothing whatever beyond the 4. For similar reasons 0078-54 = 78-54. Movement of the Decimal Point. It is a feature of the decimal system that any number may be multiplied or divided by 10, or 100, or 1000, etc., without any actual operation on the figures themselves beyond moving the decimal point. As an example take the number 39-37. This = 39^, which may be expressed in the improper form -^nnr- H the decimal point be moved one place to the right the figures will appear as 393-7, which = 393^ = m*-. Converting to ^ths we have - 3 -|^, which = Stfp- X 10, so that 393-7 is 10 times 39*37. The converse is, of course, equally true. Thus 39-37 is ^ of 393-7. Hence the rule : to multiply or divide a number by 10 move the decimal point 1 place to the right or left respectively. Since 100 = 10 x 10, then to multiply or divide by 100 the above rule should be obeyed twice. Similarly, to operate by 1000, which = 10 X 10 x 10, the decimal point must be moved three times. Hence we have a more general statement of the above rule : To multiply or divide a number by any power of 10,* move the decimal point to right or left respectively, 1 place for each in the multiplier. * See foot-note on p. 36. 38 ARITHMETIC FOR ENGINEERS As examples : 2-5 X 10 =25 (the dot is not needed final]) 7 ). 2-5 ~io = -25 7854 x 100 = 78-54 3-1416 x 1000 = 3141-6. When a whole number is to be operated upon in this manner, and apparently has no decimal point, e. g., 1760, then it must be remembered that the dot really exists immediately to the right of the units figure, i. e., after the o. Then places may easily be counted off when moving the dot to the left. Thus 1760 -f- 100 = 17-60. When moving the dot to the right the operation is that of adding a o for every time that the number is multiplied by 10. Thus 1760 x 100 = 176,000. Similarly, when moving the decimal point to the left and no more existing figures are available, noughts may be introduced as necessary. Thus 3-14 -r 100 "0314, for we may consider 3-14 as 03-14. Also -0625 -f- 10 = -00625. Exercises 8. On Movement of Decimal Point. What is the result of 1. () 5'5 X 10. (b) 5-5 10. (c) 1-34 X ioo. (d) 1-34 4- ioo. (e) -153-6 x 1000. (/) 453-6 H- 1000. 2. (a) -ooi 1 18 x 1000. (b) -0000087 x 10,000. (c) n>ooWo- (d) 35 x 1,000,000. 3. If i kilowatt = 1000 watts, convert the following into watts (a) 35 kw. (b) 7-3 kw. (c) -08 kw. (Hint. Multiply by 1000.) 4. Convert the following into kilowatts (a) 29,500 watts. (b) 231 watts. (c) 305,000 watts. (Hint. Divide by 1000.) 5. If i volt 100,000,000 absolute units, convert the following into absolute units (a) 2 -7 volts; (b) -005 volts ; (c) -000003 volts. (Flint. Multiply by 100,000,000.) 6. If i Joule = 10,000,000 ergs, convert the following into Joules (a) 42,600,000 ergs, (b) 550,000 ergs. Conversion from Decimals to Vulgar Fractions, This has already appeared in the section on decimal notation, and only a few points remain to be noted. It will be seen, from the examples given in the section referred to, that the denominator consists of i followed by as many o's as there are figures in the numerator ; for example, in the case of 39-37 the denominator (ioo) contains two noughts, one for each of the figures behind the decimal point. Similarly with ^425 there are three noughts, i. e., the denominator is 1000. Hence we have the following rule : For the numerator DECIMAL FRACTIONS 39 write the figure or figures behind the decimal point. For the denomin- ator write 1 for the decimal point and a for every figure following it. Finally reduce the fraction to its lowest terms. Example 31. Convert the following decimals into vulgar fractions (a) -2; (b) -5; (c) 0-3; (d) -45; W -125- (a) Numerator = 2. Denominator i followed by one nought, i. e., 10, as there is one figure behind the decimal point. /. -2 = j 2 ; cancelling by 2 gives . (6) -5 =! 5 o: .. 5 (c) 0-3 = 1%- ; no reduction possible. 9 (d) -45 = I'\M>; cancelling ^ == J Q . JO (e) -125 = fiffa ; cancelling by 125, or 3 times by 5, gives ^. In cases where the decimal contains a o, this must be counted as a " figure behind the decimal point/' Thus -305 = -roVci = -V<r cancelling by 5. This rule must be noticed particularly when a o or o's follow immediately after the decimal point. Thus 025 = 1 Q i oV= i wir iV cancelling by 25 or by 5 and 5 again. Similarly -0036 = ^VV = roVW = WW cancelling by 4. (The steps ^Vo anc ^ voVoV aDOve arc only introduced for ex- planation and need not be put in the working.) Since many of the simpler fractions are frequently used in the vulgar form, it is desirable to remember the decimal equivalents of the more common ones. The following table gives the decimal equivalents for every ^ up to i. Certainly the equivalent for every should be memorised, and it is advisable to learn also the equivalents for the intermediate sixteenths. DECIMAL EQUIVALENTS. Fraction. Decimal Equivalent. Fraction. Decimal Equivalent. Fraction. Dec-mal Equivalent. T? S ' ' 03125 3 B 375 V?. 71875 ,'* - 0()25 Ji - 40625 I 75 3, " ' ' 09375 ./,> 4375 l - 78125 1 8 125 M 46875 U - 8125 & 15625 1 li 5 P - 84375 ft 1875 ..- 53125 7 3 875 Tts 21875 10 '"* ' ' 5625 3S 90625 4 25 18 - - '59375 8 '9375 A ... 28125 5 y 625 31 ... 96875 A 3125 ;5J 65625 i I '00 M '34375 | U - 6875 40 ARITHMETIC FOR ENGINEERS Exercises 9. On Conversion of Decimals to Vulgar Fractions. Convert the following decimal fractions into the vulgar form 1. (a) -65; (b) -45; (c) -425. 2. (a) -028; (b) -875; (c) -3264. 3. (a) 2-205; (b) 1-34; (c) -305. 4. (a) -964; (b) 3-142; (c) -00256. 5. Convert into vulgar fractions : (a) -515625; (b) '390625. Degree of Accuracy. Significant Figures. Mathematic- ally there is no limit to the number of figures which may be written on either side of the decimal point, but a few only are required for practical problems. As some operations with decimals produce large numbers of digits in the results, it is desirable to consider how many figures are really necessary in any mixed number. All the quantities with which we have to deal are connected with measurement ; the accuracy with which a quantity can be stated depends upon the nature of the measurements relating to that quantity. Thus we might say with truth that the size of a steel ball, taken from a ball bearing, was 1-2498" ; machines and instru- ments which can measure i^J^n/' (-0001") in a distance of ij* are fairly common, and it is also very desirable to know the size of the ball accurately in order to secure smooth and safe running of the bearing. But to say that the length of a liner's voyage is 2536-4978 miles would be utterly absurd, for the actual distance travelled would depend so much on the state of the weather, ocean currents, etc., etc., that we could not be sure that even the last figure in the whole number (the 6) was correct, much less any of the succeeding figures. We could not give, with confidence, the distance any more accurately than 2540 miles. Evidently, then, there is no use in stating the figures 6-4978, and still less in using them in any calculation in which the above distance is required. A quantity such as this 2540 miles is, then, only an approximate, or nearly correct, measurement. When describing the accuracy to which this distance has been measured we say that it is " correct to 3 significant figures" the digits 2, 5 and 4 being the " significant figures " ; that is to say, it is as near as possible to the truth while only containing 3 significant figures. The o only helps to denote the various multiples of the figures 2, 5 and 4, i. e., it fixes the position of the decimal point and does not itself signify any number. DECIMAL FRACTIONS 41 All the digits i, 2, 3, 4, 5, 6, 7, 8, and 9 are significant figures in all cases. The digit o is only a significant figure when it has a higher digit on both sides of it, as in the case of the number '305. Then the o is significant, distinguishing the number -305 from '035 or '350. Thus, taking the following numbers : In -305 the sig. figs, are 305. In 6o65 the sig. figs, are 6065. -035 35. 6080 608. -035 ., 35- -000341 341. n 2938 2938. 30,000,000 fig. IS 3. Most of our measurements fall under this " approximate " heading, and consequently are only stated " correct to so many significant figures/' The actual number of significant figures depends upon the nature of the measurement. Thus in giving the horse-power of a ship's engines 2 significant figures are usually all that can be relied upon, e. g., 12,000 h.-p. ; but when stating the length of a base-line used for the large surveys of Great Britain, 7 or more significant figures are given, e. g.> 26405*78 ft. ; and in accurate chemical work it is quite possible to work to 7 significant figures. No definite rules can be given for the number of significant figures desirable in any measurement or result. It is a matter of experience, and the reader must be guided by the style of answer given to the various examples, both worked and set, throughout this book. It may be taken, as a general rule, that 3 or 4 significant figures are quite sufficient for most engineering calculations. As a matter of interest it may be noted that calculations on the ordinary slide rule (Chap. X) are performed with the " significant figures " only, the position of the decimal point being fixed later. The adjustment of a quantity to any required number of sig- nificant figures is governed by the idea that any error introduced thereby shall be as small as possible. Thus if the 2536 be required correct to 3 significant figures it should be written 2540, and not 2530. The difference between 2536 and 2540 is 4, whereas between 2536 and 2530 it is 6. Hence less error is introduced by using 2540 rather than 2530. But the number 2533 correct to 3 significant figures is 2530 and not 2540, the difference between 2533 and 2530 being 3, whereas between 2533 and 2540 it is 7. Hence we have the rule : increase the last figure retained by 1 when the rejected figures are over 5000 but leave it unaltered when the rejected figures are less than 000 When one figure only is to be rejected and is 5 exactly, either of the above may be applied. 42 ARITHMETIC FOR ENGINEERS Example 32. Express the following numbers correct to 2 significant figures: (a) -333; (b) 1-666; (c) -01734; (d) -7071; (e) 10-01 , (/) 2 35-5; fe) i'57 8 ; W '995 r - ( a ) *33 as 3 is less than 5; (6) 1-7 as 66 is greater than 50 ; (c) -oi7as3 4 ,, 50; (d) -71 71,, 50; (e) 10 as 01 05; (/) 240,, 55,, ,, 50; (g) 1-6 as 708 is greater than 500; (h) i-o as 51 is greater than 50. Note. In case (h) only one sig. figure can be given. Example 33. Express the following numbers correct to 3 significant figures: (a) 3744; (6) 39'37i W 2-7183; (d) 2-3026; (e) 1-897; (a) 3740; (b) 39-4.' ( c ) 2-72; (d) 2-30 (i.e.. 2-3); (*) 1-90 (i.e.. 1-9); (/) 4880. . In (d), since only 3 figures are required, all figures to the right of the o (the third significant figure) must be eliminated, leaving 2-30. The last o has no use, so that our result is 2-3. This contains only 2 significant figures but cannot be avoided since the third figure is a o. In (e), since 3 figures are required, the digit to the right of the 9 must go out, but being a 7, i. e., over 5, must be allowed for by adding I to the 9. This gives 1-90, i. e., 1-9, or only 2 figures, which, however, cannot be avoided. Example 34. Express the number 3-1415928* correct to (a) 5 significant figures ; (b) 4 significant figures ; (c) 3 significant figures. (a) 3-1416; (b) 3-142; (c) 3-14- It should be noted that, after adjusting, the last significant figure is not reliable. Where several numbers which have been thus adjusted are used in a calculation there is a possibility of introducing errors beyond those of measurement. To avoid this it is usually advisable to carry our calculations to i figure more than is required, and to adjust to the required number finally. Thus a problem requiring an answer to 2 significant figures should be worked to 3, and the answer reduced to 2 finally. Exercises 10. On Significant Figures. What are the significant figures in the following numbers : 1- 39-37: 5280; 2-205; 30-45; -0365. 2. 29,850,000; 10,500,000; -0807; 1083; 454. 3. -00000066; 606-5; 'OoniS; 32-09; 1-5708. 4. 10-9; '0000087; -0000105; 600-9; 2000. * This particular number, which is very important in connection with circles, has been calculated to 700 decimal places ! DECIMAL FRACTIONS 43 Express the following numbers correct to 3 significant figures 5. 453*6; 30-48; -4343; 62-425; -001118. 6. 14380; 1393; 32-182; 600-9; 3749-9. Express the following numbers correct to 2 significant figures : - 7. -0807; ^282; 14-7; -0646; 5-37. 8. 2-205; 606-5; *i6o4 ; 29,850,000; '1145. 9. The Imperial Gallon contains 277-274 cubic inches. Express this (a) correct to 4 significant figures ; (b) correct to 3 significant figures. 10. The British pound weight contains 453-5924 grammes. Express this (a) correct to 5 significant figures ; (6) correct to 3 significant figures. Express the following numbers correct to (a) 5 significant figures ; (b) 4 significant figures; (c) 2 significant figures 11. -142857. 12. 2-71828. Addition and Subtraction of Decimals. Since ten is the (< rate of exchange " on each side of the decimal point, addition and subtraction with decimal fractions are carried out in exactly the same way as with whole numbers, provided that all the decimal points are kept in a vertical line, and the various decimal figures representing the same decimal place are directly beneath each other. That is to say, tens may only be added to tens and units to units, and similarly tenths may only be added to tenths and hundredths to hundredths, etc. Thus, finding the total of 25-3, 12-57 an< ^ '^ 2 25-3 12-57 O-02 38-49 d c b a Explanation Column a, 2nd place of decimals, 2 -{- 7 =9, write 9. Nothing to carry. b, ISt 6 -{- 5 -[-3 1 4, ,, 4. Carry i. ,, C, units I -f- 2 -[- 5 ~ 8, ,, 8- Nothing to carry. d,tens i-\-2 = 3, 3. Result = 38-49. Apart from mistakes in common addition, the only blunders likely to arise are from not writing the figures and decimal points in distinct separate columns, when figures of the wrong columns may get added together. Therefore great care should be given to the writing down of the figures. 44 ARITHMETIC FOR ENGINEERS Example 35. When considering the strength of a certain steel column it was necessary to add together the quantities 6-48, 0-312, and 2 '3 7. Find the value required. 6-48 0-312 2*37 ! ! The 2 may be neglected. 9-162 Then result = 9*16. In subtraction, the number to be taken away is written below the number from which it is to be taken, the subtraction being performed in the ordinary way. The previous remarks on the decimal point and the neat spacing of the figures should be noted. Thus in taking 1*875 from 2-327 2-327 1-875 452 = Result. Example 36. When measuring the difference of pressure between two points of a pipe in which water is flowing, a mercury U gauge (see Fig. 13) is sometimes employed. The top surface of the mercury stands opposite -817 ft. on the scale, and the bottom surface opposite 199 ft. What is the " difference of level/' i. e. t the distance marked " ? " Top reading = -817 Bottom ,, = -199 Difference of level = -618 ft. Fig. 13. Example 37. In connection with the strength of a cast-iron rail section certain areas had to be measured with a planimeter.* The following three pairs of readings were taken, the area in each case being the difference of the pair of figures. Find these areas (sq. ins.). (a) 19-45, 12-25; (&) 57' 6 3 5 6 '5 2 ; ( c ) 7'7 6 > 6 9'09- (a) 19-45 (&) 57* 6 3 (c) 77 6 12-25 56-52 69-09 7-20 sq. ins. i-n sq. in. 1-67 sq. in. * An instrument for measuring accurately, and with very little calculation, the area of an irregular figure. DECIMAL FRACTIONS" 45 Example 38. In finding the bending moment at a certain section of a girder it was necessary to take 62-2 ft. tons from the sum of 3*4, 45-6 and 37'6 ft. tons. Find this value. 3 4 ft. tons 45* 6 Sum 86-6 62-2 Difference = 24-4 ft. tons Result = 24*4 ft. tons. Example 39. A portion of a surveyor's levelling book is shown. The height of the place called G above the place called A is found by subtracting the sum of column 3 from the sum of column 2. Fine? this height, all the figures being in feet. Point. Back Sight. Fore Sight. A 7-52 B 4-09 4-41 C 9'75 D 4-14 I I2 E 2-01 2 '73 F 1-99 4-69 G 8-78 Totals . 29-50 26-89 Deduct Total Fore Sights 26-89 (*. e. t Col. 3) 2*61 Result : Place G is 2-61 ft. above place A. The engineer has seldom to add up long columns of figures. A good deal of the decimal addition will be only with two or three numbers at a time, and hence the method of writing down in vertical columns, shown in the foregoing examples, is often omitted as being laborious. With a little practice one is soon able to sort out the last decimal place (say the fourth) in each number to be added, and to perform the addition of those particular figures mentally; then pass on to the next larger decimal place (say the third) and repeat the process ; and so on until the example is complete ; similarly with subtraction. 4 6 ARITHMETIC FOR ENGINEERS The following examples will serve as illustrations Example 40 In a problem on a retaining wall it was necessary to find the sum of the distances 1*19 ft. and 2-33 ft., and then to subtract 2-83 ft. from this sum. Find the resulting measurement. We have 1-19 + 2-33 2-83 = 3-52 - 2-83 = -69 ft. Example 41. The expression 92*1 -f '56 ( 2 5 -f- i?'9) relates to the flow of water through a pipe. Find the value required. 92-1 -f- -56 (25 -f 17-9) = 92-66 42-9 = 49-76, say 49-8. Exercises 11. On Addition and Subtraction of Decimals. 1. Find the sum of 10-5, 63-58 and 25-2. 2. Add together 67-35, 85-62, 105-14 and 5-7. 3. Add together 125-5, 67*825, 1-5625, 13-125 and 12-03125. 4. The total head against which a centrifugal pump has to work is made up of three heads : loss of head in pump 5-5 ft., loss by friction in the pipe 93-6 ft., and height through which water has to be lifted 250-5 ft. Find the total head. 5. In a laboratory experiment the following weights (Ibs.) were placed on a certain hook : -7, 2-9, 3, 3, 2-9, 2-9, 3. 3, 2, 2, 1-5, 1-5, i-i, 2, 3, 1-5. Find the total weight on the hook. 6. The lengths of the lines in a traverse survey were as follows : 13-63, 3-8, 6-97, 9-41, 3*48, 6-1 1, 9-66, 5-08, 6-84, 2-07 chains. Find the total length of line surveyed. 7. In calculating the bending moment on a continuous girder the expression 5 -j- 3-75 -f- 1-06 -f- 1-42 was obtained. Finish the calculation. 8. The following table gives the chemical analysis of some gaseous fuels. The combustible constituents are hydrogen, methane, and carbon monoxide. Determine the total number of parts of combustible matter in each gas. Gas. Carbon Monoxide. Hydrogen. Carbon Dioxide. Methane. Nitrogen. parts parts parts par ts parts Dowsoii Gas 25-07 i8'73 6-57 62 49-1 Mond Gas . . 10-00 23-00 I5-00 3-00 49-00 Natural Gas 41 1-64 2 5 93-7 3MI 9. Find the difference between 68-75 an( i 59'&5' 10. Find the result of 125-3 68-45 26-9. 11. In an experiment on linear expansion, the following were some figures (millimetres) taken for brass and steel (a) Brass. Initial reading -5 Final reading 2-3 (b) Steel. ,, ,, 3*215 ,, ,, 4*225 Find the actual expansion in each case (i. e., the difference between each pair of figures) . DECIMAL FRACTIONS 47 12. The following figures were taken in a delicate experiment on the electrolysis of copper sulphate Weight of plate before depositing . . . 63-8203 grammes ,, ,, after ,, ... 64-5091 ,, Find the weight of copper deposited on the plate. 13. In an experiment on the latent heat of steam the following weights were measured- Weight of beaker (empty) 264 -9 grammes ,, ,, -V cold water .... 1428-6 ,, ,, ,, ,, -f- cold water -f- steam condensed 1480-5 ,, Find (a) weight of cold water used; (b) weight of steam condensed. 14. Find the difference (a) between '3575 and -5463, and (b) between "3575 an d '6453, figures which occurred in measuring the quantity of water flowing over a V -notch. 15. Kxtreme sizes of a shaft and hole, nominally 3" diameter, when made to limit gauges are given below Maximum diameter of hole = 3-0035 in. Minimum ,, ,, ,, 3-0000 ,, Maximum ,, ,, shaft = 2-9965 ,, Minimum ,, ,, ,, = 2-9930 ,, Find the extreme clearances which can occur, i. e , find the difference in diameter between the largest shaft and the smallest hole; and between the smallest shaft and the largest hole. 16. and 17. The following tables arc from a surveyor's level book. Find the difference between the sums of columns FS and BS in each case (which gives the difference of level between the first and last points). 16. ~~ 17. Pt. B.S. F.S. A 23 B 3'4 T 13-96 C 4-18 9\57 D 4'95 Pt. B.S. F.S. A 2-475 13 3-37 3*9 I C 2-15 4") 9 D 6-21 E 2-13 5-33 F 2-15 18. Figures from a surveyor's level book are given. If the levelling is correct the total of column 11 will equal the total of column F. Any difference is an error. Find the totals of columns R and F and find what error exists, if any. (All measurements in feet.) Pt. B.S. F.S. R. F. A 7*33^ B 10-265 9'455 2-119 C 3'44i 5'55 5-210 D 4-60 3-3^5 076 E 6-61 9-885 5-285 A 4-49 2'12 48 ARITHMETIC FOR ENGINEERS 19. Referring to the last exercise, the sum of column B.S should equal the sum of column F.S. Any difference is an error. Find what error, if any, exists. 20. Find the value of 3*75 1-42 + I '5> figures obtained in calcu- lating the bending moment on a beam. 21. One of the reactions of a continuous girder was calculated to be 2 -5 -f- I% 5 "h 2*5 -27, all in tons. Complete the calculation. 22. Find the value of the expression (connected with a bending moment) 12-7 47 15-55 + 12-3 1-75. Multiplication of Decimals. Let us consider the multiplica- tion of two decimals, e. g., & X '2. Convert each decimal into a vulgar fraction, but omit the cancelling. Then '8 becomes ^ and 2 becomes T 2 ^. The expression -8 x *2 may now be written as ^ x ^. Multiplying (without cancelling) we have TV x TV ^ iVV *' e -> * tenth + 6 hundredths, or *i6 in the decimal form. It should be noticed that the figures in -16 are simply the product of the figures in -8 and -2 ; also that the total number of decimal places in the quantities multiplied is 2 (i in '8 and I in 2) and there are 2 decimal places in their result -16. Again, let us consider 2-45 X 1-3: V.AZ _ <7 45 _ 2 iff * 45 * T<rff i<7i7 also 1-3 = if\ = {. Hence we have ^g X | J = \\% = 3-185. Again notice that the digits in 3-185 are the product of the digits in 2 '45 and 1-3 ; also the total number of decimal places in the numbers multiplied is 3 (2-45 has 2 decimal places and 1-3 has i), and there are 3 decimal places in the result 3*185. Any example may be similarly treated and the same points will be seen. Hence we have the rule for the multiplication of decimals Multiply the figures together without considering the decimal point. Count up the total number of decimal places in the quantities multiplied, and starting from the right, point off this number of figures in the result obtained. To illustrate this rule, and also the method of writing down the work, consider the second example just taken, i. e., 2-45 X 1-3. Either number may be taken as the multiplier ; but usually it will be found easier to take the one with the fewer digits by which to multiply, in this case 1-3. Set down the quantities as in ordinary multiplication ; the decimal point need not be placed in any particular position. Multiply, disregarding the decimal point (i. e. t as in ordinary multiplication). Thus DECIMAL FRACTIONS 49 Mental work to fix the decimal point 2*45 . , . , .2 decimal places 1-3 . . . . .1 decimal place 735 245 _ 3-185 . .... 3 decimal places. This gives the figures 3185. Now fix the decimal point thus : Count the number of decimal places in 2*45 (two) and add this to the number of decimal places in 1*3 (one), making 3 decimal places in all. Starting from the right in the product 3185 count off 3 digits and place the decimal point : thus point off the 5, the 8 and the i, and then write the dot. Thus the product of 2-45 and 1*3 is 3-185. Example 42. If i cubic foot of water weighs 62-5 Ibs. and cast iron is 7-2 times heavier than water, what is the weight of i cubic foot of cast iron ? i cu. ft. of cast iron will, of course, weigh 62-5 X 7*2 Ibs. 62-5 i decimal place 1250 4375 450'QO 2 decimal places. The total number of decimal places in 62-5 and 7-2 being two, two digits are pointed off from the right in the product 450-00. .'. i cu. ft. of cast iron weighs 450 Ibs. Occasionally, when a large number of decimal places are required to be pointed off in the result, it will be found that there are not sufficient figures available. Then a nought must be supplied for every required figure which does not exist in the product obtained. The following example will illustrate. Example 43. In finding the area of a small circle it was necessary to multiply together the numbers -785 and -0039. Find this value. Again the number with the fewer multiplying figures is taken as the multiplier, i. e. t -0039. 785 . . 3 decimal places 0039 4 7065 2 355 0030615 . . 7 decimal places. .*. Result = -00306 50 ARITHMETIC FOR ENGINEERS The multiplication of 785 by 39 gives the figures 30615 as result. Seven decimal places being required and five figures only existing, two noughts must be inserted to the left of the 3, in order to complete the seven decimal places. The answer then becomes '0030615. The last two figures may be neglected and the result given as '00306. The foregoing method can be used for the multiplication of more than two numbers. In these cases a large number of figures will be obtained in the result, and many will have to be discarded as useless. Much labour can be saved, and many useless figures avoided, by reducing the result each time to 3 significant figures before using the next multiplier. In the following example the multiplica- tion is worked in ordinary " long hand " manner, and also by the method just suggested. It will be seen that there is a big saving in labour, and the difference in the results is not worth considering. To 3 significant figures the results are the same. Example 44. Evaluate 1670 x 2-75 X 3-73 X 6-78. Long hand working. Working when each result is reduced to 3 sig. figs. 1670 1670 275 2-75 8 35 835 11690 11690 334 3340 373 say 4590 to 3 sig. figs. 137775 373 321475 17130-025 1377 6-78 17120-70 137040200 say 119910175 y 102780150 116141-56950 I368 ^ 119700 102600 115938-00 to 3 sig. figs. = 116000 to 3 sig. figs. = 116000 DECIMAL FRACTIONS 51 It can be seen from the above that the multiplication of decimals becomes very long and tedious when more than two numbers are multiplied together. There are " contracted " methods of multi- plying which are sometimes advocated, but their value is very doubtful, and they are probably never used in practice. The majority of engineering multiplication (and division) can be carried out with sufficient accuracy by logarithms (see Chap. VI), which are very simply and quickly used and certainly should be known by any one attempting calculation seriously. Exercises 12. On Multiplication of Decimals. (Note. Nos. i to 10 are set to test the student's accuracy of multiplying; the answers should be given both fully and to 3 sig. figs.) I. Multiply 29-5 by 1-38. 2. Multiply 235 by 1-72. 3. -057 13-9- 4. 15-95 .. 7 8 5- 5. 3-14 ,, 19-6. 6. ,, -0087 ,, -054. 7. ,, 13400 ,, -0036. 8. ,, 191*5 ,> '0986. 9. -0046 ,, 21-2. 10. ,, 1114 19*25. II. If a cruiser's speed is 27 knots, what is this in miles per hour? (i knot = I -15 miles per hour.) 12. The speed of a cargo boat is loj knots. The speed of a tramcar is 12 miles per hour. Which vehicle is the faster ? 13. The calculation of the *' moment of inertia" of a cast-iron rail section (a figure used in connection with the strength of the section) gave the figures 2 X 1*78 X 2-7 X 2-7. Calculate the required value. 14. In calculating the weight per foot of a certain angle bar the following figures appeared : 7*11 X 12 X '28 Ib. Finish the calculation. 15. The following calculation was necessary to convert the readings of a water meter into Ibs. per min. : 60 x 62-5 X -026. Find the required value. 16. The calculation for the weight per foot of a large wrought-iron pipe produced 10-25 X '7^5 X 3-4 Ibs. Find the required value. 17. The working volume of an engine cylinder was given by the expression 36 X 3*14 X 24 cu. ins. Find the required value. 18. Find the value of the following figures, which give the amount a certain rail will expand under certain conditions : 360 X 25 X -0000087 inches. 19. Pressures in connection with compressed air are frequently spoken of as " atmospheres," i atmosphere being 14*7 Ibs, per sq. in. Find the number of Ibs. per sq. in. in 35 atmospheres. 20. Find the number of Ibs. per sq. in. in 32 J atmospheres. 21. The area of the steam cylinder in a steam-driven air compressor 52 ARITHMETIC FOR ENGINEERS is to be 1*38 times the area of the air cylinder. Find the steam-cyhnder area when the air-cylinder area is 113 sq. ins. 22. Find the total resistance of 2 miles of electric cable whose resistance per yard is -008 ohms (i mile = 1760 yards). Division of Decimals. Let us first consider the case where the divisor is a whole number, e. g., 1175 -r 5- Express 1175 as an improper vulgar fraction without cancelling, and it becomes -VoV"' Divide by 5 according to the method stated in Chap. I, for the division of vulgar fractions, i. e. t divide the numerator. In this case divide 1175 by 5 = 235. Thnn TT-TS ~ < _ IITB ^ __ 235 men n 75-7-5 flro - -r 5 100* Expressed decimally the result is 2*35. Now it will be seen that* the digits in 2-35 have been obtained by dividing the digits in 1175 by 5 in the ordinary manner ; also that the whole number of the quotient is complete when the whole number in the 1175 is finished with, i. e., 2 is obtained when u has been divided. Or, when the decimal point, is reached in 1175 it is also reached in the 2-35. Hence to divide a decimal by a whole number Divide the digits in the ordinary manner, and place the decimal point In the result when the decimal point is reached in the number being divided. Then, the working of the above appears thus The decimal point is reached when n has been divided by 5, and therefore comes after the 2 in the result. Now take the general case of a mixed number divided by a mixed number, e. g. f 8-672 -7- 271. By a simple adjustment the example can be converted into one of the foregoing nature and worked in a similar manner. 8*672 Let us write the example in the form of a fraction, thus ' . Now on p. 9, when considering cancelling, it was shown that a fraction may be multiplied top and bottom by the same DECIMAL FRACTIONS 53 number without altering the value of the fraction. Applying this here let us multiply our fraction, both top and bottom, by loo. 8-672 X 100 867-2 (See p. 37, on movement Then we have ^ x IOQ = ~^~ of dec imal point.) The example is now similar to the first one taken in this section, with the exception that " long " division is more convenient. (32 Explanation. Divide in ordi- 813 nary way. Place decimal point in - quotient when it is reached in num- 54 2 her divided, i.e., 271 into 867 goes 54 2 3, and since decimal point is then reached in 867-2, it is placed after the 3 in quotient. A rough test is available: 8-672 is nearly 9, and 2-71 is nearly 3 ; dividing 9 by 3 gives 3, which is in agreement with our result 3-2. If the divisor contains three decimal places then multiplication by 1000 would be necessary, instead of 100, to convert to a whole number. That is, the decimal point would have to be shifted three places to the right in both numbers, and so on. From this we have the following rule for the division of decimals : Convert the divisor into a whole number by shifting th* decimal point to the right. Move the decimal point in the dividend th* same number of places, also to the right, and then perform the division in the ordinary way. The decimal point must be placed in the quotient when it is reached in the number divided. All cases may be dealt with by this rule. The following examples and remarks serve to illustrate certain special points that arise. When the divisor is already a whole number (a case of frequent occurrence) then no shifting of the decimal point is necessary. It will frequently be found, when doing the actual dividing, that there are not sufficient figures in the dividend to " bring down." In this case a nought may be brought down each time, since a number like 34-5 may, of course, be written as 34-500. The following example illustrates. 54 ARITHMETIC FOR ENGINEERS Example 45. Divide 3-45 by 1*2. Move the decimal point in 1*2 one place, making 12 3'45 34'5 Then divide I2)34'5(2*875 Note. 12 into 34 goes 2. Deci- 24 mal point now being reached in 34*5 place it after the 2 in quo- IO 5 tient. Continue as in ordinary 96 division. 90 84 60 Go Hence 3-45 -r 1-2 = 2-875. It will soon be found when dividing, that very few examples will work out " exactly, 1 ' as have those taken up to the present. This is especially so with examples of a practical nature, and in these cases the division should not be carried too far. Thus if 2375 be divided by 3*14, the answer is found to be 7*5636942, while yet leaving a remainder ! It would be ridiculous to give a result of anything like this accuracy. In the first number (2375) there are only 4 significant figures, while the second (3*14) only contains 3. We may therefore reckon with safety that 3 significant figures would be sufficient in the answer ; but the division should be carried to 4 significant figures in order that the third may be as correct as possible. Thus the division can be stopped when the quotient reads 7-563. The answer is then stated as 7-56. The general rule of 3 or 4 significant figures in the final answer may be followed in all cases, unless other instructions are given. When shifting the decimal point in the dividend it will some- times be found that sufficient figures do not exist, in which case noughts may be added as desired. This is shown in the following case Example 46. Divide 231*4 by i'938. The dot has to be moved three decimal places in 1*938, but only one place is available in 231-4. Hence two noughts must be added to DECIMAL FRACTIONS 55 make up the three places, and the example appears as ^J-j-ijp, the decimal point in the numerator standing after the second o. 1 938)23 1400 (119-40 1938 3760 1938 18220 17442 < When this point is reached the decimal 77 8 point is placed in quotient. 280 Result = ii9*4' Note. Four sig. figs, are given in result as there are four in each of the given numbers. When the number divided is a small fraction it is possible that even after shifting the decimal point there will be no whole number. The procedure in this case is shown by the following example Example 47. Divide -01193 by 2*3. Making the divisor 23 the dividend becomes -1193. "5 43 23 - Result = -00519. 200 _ 184 - (This can be checked roughly by i Co multiplying -005 by 2-3.) 138 Explanation. The first thing met with in the dividend is the decimal point. Therefore write the dot in the quotient, for if a fraction be divided by a whole number the result must be a fraction. Try if the first figure in the dividend can be divided by the divisor. If so divide, if not put a nought in the quotient and then try the first two figures, and so on. Thus 23 into i won't go ; put a nought after the decimal point. 23 into n won't go; put a second nought. 23 into 119 goes 5 times. Put 5 in the quotient and continue as in ordinary division. ARITHMETIC FOR ENGINEERS Exercises 13. On Division of Decimals. 1. Divide 219-5 DV 5- 3. 413-8 22-75. 5. 1*897 .. 21-35. 7. ,, -0076 ,, -016. 9. 621 ,, -31. 2. Divide 32-73 by 7. 4. 135 i. 4'36. 6. ,, -158 ,, -0065. 8. -098 11-57. 10. ,, 33000 117. 11. If 14-7 Ibs. per sq. in. = i atmosphere, find how many atmospheres in the following : (a) 165 Ibs. per sq. in. ; (6) 90 Ibs. per sq. in. 12. The following figures are extracts from the results of an experi- ment to determine the coefficient of discharge of a rectangular notch. Actual discharge The coefficient is the value coefficient in each case. Theoretical discharge" Calculate the Actual discharge. Cu. ft. per sec. . 0372 0531 1085 Theoretical discharge. Cu. ft. per sec. 0571 0829 1750 Coefficient ... .... 13. If i gallon of water == 10 Ibs., and 2-205 Ibs. = i kilogramme, find how many kilogrammes there are in i gallon of water. 14. If i kilogramme 1000 grammes, and 453*6 grammes = i lb., find how many Ibs. there are in i kilogramme. 15. If i kilogramme = 2-205 Ibs., and i cwt. = 112 Ibs., find how many kilogrammes go to i cwt. 16. If 746 watts i horse-power, find how many horse-power = i kilowatt (i. e., 1000 watts). 17. The reaction of a plate girder (i. e,, the upward force at the support) is 97 tons, and i square foot of surface is required for every 20 tons of load. Find how many square feet are required, 18 to 20. In certain experiments the quantity of water delivered by a pipe in a certain time was measured with the results below. Find in each case the quantity ot water passing through in i minute. 18. 100 Ibs. ot water passed in 4-55 minutes. 19. ioo ,, ,, 2-37 20. 94 >. 3 '02 21. Calculate the resistance per foot (i. e., ohms for i foot) of an electric cable which is 520 yards long, and has a resistance of 20*7 ohms. 22. If 62-5 Ibs. of water occupy a volume of i cubic foot, find the volume occupied by i Ib. of water. Conversion of Vulgar Fractions to Decimals. In Chap. I, p. 7, it is shown that a vulgar fraction is the result of dividing one number by another. If now this division be performed as just described for decimals, a decimal answer will be obtained, and hence our vulgar fraction will have been converted into a DECIMAL FRACTIONS 57 decimal fraction. Therefore to convert a vulgar into a decimal fraction : Divide the numerator by the denominator. Example 48. Convert the following vulgar into decimal fractions : () i; (^ i; to A (c) 16)7-0(0-4375 (a) 4)1-00 64^ * 25 " " 4 6 8 ' A ^ '4375: (fc) 8)1-00 r*o ---"* ~~. "'* ~ I2 ~* or 8 J o J 8o = * of -25 = '125 With the more uncommon vulgar fractions that appear, the division may not work right out without remainder. Then the rule of 3 or 4 significant figures may be followed. Example 49. The value of tr,* a constant of great use in calculations with circles, may be given by the fraction 3i\V Express this decimally. 113)16-0(0-1415 47 45* * 3\ 1 A = 3-14 to 3 sig. figs, 1 80 *" - Example 50, In a certain experiment the following intervals of time were read with a stop-watch (a) i min. 42 sec. ; (b) 2 min. 35 sec. ; (c) i min. 13 sec. For the purposes of calculation it is desired to state these times as minutes only. Find the necessary values (i. e. t convert the seconds to decimals of a minute). i min. = 60 sec. (a) i min. 42 sec. = ijft min. = i/^ cancelling by 6 = 1-7 mins. (b) 2 min. 35 sec. = 2gJ min. = 2^ cancelling by 5 2^ = 2-583 min. or 2*58 to 3 sig. figs. (c) i min. 13 sec. = ijg min. = 1-217 mm - or I<22 * 3 s ig- fig 3 - * Greek letter "pi." 58 ARITHMETIC FOR ENGINEERS Exercises 14. On Conversion of Vulgar Fractions into Decimals. Convert the following into decimal fractions 1. f. 2. &. 3. V. 4- i!- 5. J|. 6. &. 7. A. 8. fl. 9. ft. 10. 3l \V 11 to 15. In certain experiments measurement of time had to be taken in minutes and seconds. Convert the seconds into decimals of a minute in the following cases (i.e., convert the fraction into a decimal, since i min. = 60 sec.) 11. 18 s.ec. 12. 34 sec. 13. n sec. 14. 54 sec. 15. 13 sec. 16 to 20. The " pitch " of a screw thread is > ~, j- per inch. Find the pitch as a decimal for the following cases : 16. 24 threads per inch. 17. 18 threads per inch. 18. 9 threads per inch. 19. 4-5 threads per inch. 20. 3 '5 threads per inch. 21 to 24. Find the pitch, in decimals, of the following Whitworth Gas Threads : 21. ii threads per inch. 22. 14 threads per inch. 23. 19 threads per inch. 24. 28 threads per inch. 25. The " go in " end of an internal limit gauge is -0004" smaller than the nominal size, and the " not go in " end is ooi2" larger than the nominal size, the latter being if". What are the actual sizes of the ends ? Compound Examples. Approximation for Result. Some of the calculations that occur most frequently in engineering problems are the evaluation of expressions containing multiplica- j i- t- 3*28 x 58*7 x 58-7 . , tion and division, such as ~~r L * Ihese may be 32 x 600 J worked out on the lines of the previous paragraphs. Cancel where possible. Then the product of the numbers above the line may be obtained; also the product of the numbers below the line. Finally the division is performed. The number of figures in the calculations is often very large, and, in consequence, there are plenty of opportunities for making blunders and slips in the working. The most common mistake is that of wrongly placing the decimal point, and in many cases the blunder may pass unnoticed. Some- times the nature of the problem gives a check on the accuracy of the result, e. g., if on calculating the thickness of a boiler plate a result of 7-5* was obtained, then there is evidently a mistake in the working; ^\" boiler plate is obviously absurd, and an examina- tion of the calculations would no doubt show that the result should be *75*> which is reasonable. But in cases where there is no such guide, and, in fact, in all problems, it is advisable to get a DECIMAL FRACTIONS 59 rough idea of the result before doing the actual detailed working. To those who use a slide rule, or intend to do so, this " approxi- mating for a result " is of great use, for the slide rule really works with the significant figures only, independently of the position of the decimal point. The general method of approximating is to replace the actual figures by some near convenient round numbers, so that, using these, the approximate calculation becomes a very simple one, and may often be done mentally. The following example will illustrate : Example 51. Find the approximate value of ?53_2?_1!?. 6 3 The 293 may be called 300^ This is mental work and is 4*9 5 r only written here as an ,, 63 ,, ,, ,, 60 j explanation. Then our approximate expression would be ^~. ^ and cancel- ling by 60. 5 I Hence our result must be about 25 ; it may be anything from, say, 20 to 30, but must have two figures in the whole number. The actual result is 22-8 to 3 significant figures. Now supposing our detailed working had been bungled, and a result of, say, 2-28 or 228 had been obtained : the mistake would have been shown by our approximation of 25. While the method just shown is suitable for simple examples, it is not accurate enough for more complicated ones. Also, for those readers who are not accustomed to much mental calculation, a more systematic method is desirable. Considering the expression -9-- ---- 5 2 9 --- 7 b F 31 X 1-8 let us shift the decimal point in each of the compoi_ ..... ________ until a units figure only stands in front of the point (as in the r8) ; at the same time multiplying or dividing by the necessary number of tens to preserve the value of each number. Thus in the top line 19*5 becomes 1-95 x 10 529 5-29 x 10 x 10 and -67 ~ 7 - ' " 10 while in the bottom line 31 becomes 3*1 X 10 and the r8 remains unchanged, being already in the form required. 60 ARITHMETIC FOR ENGINEERS Using these " converted numbers/ 1 we may rewrite the given expression as (1-95 x 10) X (5-29 x io X 10) (3-1 x io) x r8 For convenience, let us separate the tens into one expres- sion (b), and the remaining numbers into another (a), thus ^95_x_5!19 * J?7 x IQ x I0 x IQ ~ 3-1 x 1-8 ~ io x io (a) (b) Expression (b), by cancelling, evidently reduces to io. Now replace each number in (a) by its nearest whole number, i. e. t write 2 in place of 1*95 and 3 in place of 3*1, and so on. Then we have -^ X5 * 7 XIO 3 X X (a) (b) - f x io = 12 (very nearly) x it) = 120 which is then an approximate answer to the given expression. The actual answer, it may be noted, is 123-9. In practice this method may be considerably abridged. Thus in expression (a) the " nearest whole numbers " may be obtained at one operation from the values in the given expression, the inter- mediate step being a mental one. For instance, taking the 19*5, the btep 1*95 is performed mentally, the 2 only being written down ; again, taking the "67. the step 6'7 is mental, 7 only being written. Also, the result of expression (a) is not required with great accuracy ; thus in the foregoing -./- is called "12 very nearly/' since the ex- pression - 3 / would give 12. A certain amount of caution in this direction is necessary, however, otherwise some of the " approxi- mate " results may be too far from the truth. In expression (b) a stroke (i) may very conveniently be used to represent each io, while the X signs may be omitted, since the only operations in- volved are those of multiplication and division.* These strokes may be cancelled in the usual way, and every stroke remaining * It must be clearly understood that this method of approximating cannot be applied to expressions involving -f and signs. DECIMAL FRACTIONS 61 after the cancelling will, of course, signify a 10. Instead of expres- sion (b) in the foregoing we should then have-^-, the remaining stroke on the top line indicating that the result of expression (a) is to be multiplied by 10; similarly a stroke beneath the line would indicate division by 10. These " strokes " are perhaps best placed at the right-hand side of the sheet, and will be shown in this position in the succeeding examples, under the heading of " Tens/' In connection with these " strokes " (i. e., tens), it is seen from the detailed working already shown, that when a " converted num- ber " contains a multiplying 10 the stroke must appear on the same side of the division bar as the number itself; but when con- taining a dividing 10, the stroke must appear on the other side of the bar. Thus, in the case of the -67 ( which = ~ \ the stroke must be under the bar, while the number itself is on top, i. e.> the stroke is on the other side. Note also that in a number containing a mul- tiplying 10 the decimal point is shifted to the left when obtaining the " nearest whole number/' and in one containing a dividing 10, to the right. Considering all these points, we obtain the following rules for approximation Taking each number in turn, shift the decimal point mentally until there is a units figure only in front of the point. Find the nearest whole number to the quantity so obtained, and write it in a new expression (called (a) in the foregoing working) ; at the same time place a stroke in an auxiliary expression (called (b) in the foregoing work- ing) for every place that the decimal point has been shifted, according to the following rules When the point is shifted to the left place the stroke (or strokes) on the same side of the division bar as the number occupies in the original expression; when shifted to the right place the stroke (or strokes) on the opposite side of the line. Work out the simple expression (a) and cancel the " strokes " so far as possible. For every remaining stroke, multiply or divide the result of (a) by 10, according to whether the strokes are above or below the line. This gives an approximate result. // is important to notice that this method, although lengthy in description, is very quick and easy in actual use. 62 ARITHMETIC FOR ENGINEERS Example 52. The expression ^ amperes had to be ' J * -000328 X 1200 * evaluated in connection with an experiment on electrolysis. Find the required value. Approximation ____4 __ 3 X 1-2 4 = I very nearly. Tens no strokes remaining, /. no multiplication or divisions by 10. Therefore the result is about i ampere. Explanation of Approximation. Top line. Convert -39 to 3-9 and write 4. Decimal point having been moved one place to right, place a stoke below the line. Bottom line. Convert -000328 to 3-28 and write 3. Decimal point moved 4 places to right, place 4 strokes above the line. Convert 1200 to 1-2 and write i. The strokes all cancel out, so that the approximate answer is the result of the first expression, i. e. t about i. Working in full 000328 -39 _ 390 1200 -394 ~ 394 394)3900(0-9898 354 6 393600 3540 3152 3880 .'. Result is '99 amperes, which 6 agrees with the approximate answer. 3340 Example 53. Find an approximate answer to each of the following calculations. Given also the significant figures in the result (obtained by a slide rule, for example), state, from an inspection of the approxi- mate answer, what the actual results must be. W ~T-^~ Si & fi S s - are *3- Approximation Tens. * XJL - i _ . 2 < 'A v fc * -5 4 A ^ 25 = approximate result .'. Actual result must be -23, this being the nearest number to 25 that can be made from the sig. figs. 23. DECIMAL FRACTIONS Approximation 5 X 33 X 12 c . -. ^ ^ ~ Sig. figs, are 209. 35 X 144 X 3-14 X 6 b b J Tens _ 5 "" = about J = -2 .". an approx. result = -2 X 100 = 20 .'. Actual result must be 20-9. \\\ Two strokes above. / Multiply by 10 X 10 = IOO. Approximation '- = about 5 i X 1-5 D /. an approx. result = - = 11 jooo .'. Actual result = -00434. arc 434. Tens Tlf /. divide by 10 X 10 X 10 = 1000. Note. When a number, after being "converted," is nearly 1-5, as with the 144 at (b) above, it is best to call it 1-5 rather than i or 2, to avoid an answer which is too approximate (see also c above) . Example 54. Determine, without actually working out the expres- sions, whether the answers given below are reasonably correct. , N -000267 - -^0852 = ' 314 Tens J1L. = J = -3 UU .*. divide by 10. /. Result is about ~ = -03, and answer given is reasonably correct. Approximating 4 X 7-14 X 60 " 4 rx~6"28 X 2-1 Approximating Tens 1 .'. multiply by 10. /. Result is approximately 2 X 10 = 20, and answer given is reasonably correct. (c) 1-41 x 182 x -00034 x i -08 x 187 x 187 = 33200. Approximating 1X2X3x1x2x2= about 24. .*. Result is about 24 x 100 = 2400. Tens 11UU UU /. multiply by 100. 64 ARITHMETIC FOR ENGINEERS .*. Given result is incorrect, being 10 times too large, and should be 3320. (j\ '00307 X '0123 x 8 02 x ro2 ' Approximating 3X1 X 8xi I 24 about = -26 Tens \\ \\rn~ .". divide by 1000. /. Given result is incorrect, and should be '026. Example 55. A calculation for the indicated horse-power (I.H.P.) of a petrol engine reduced to the figures .'. Result is about - -024. Trn Tens + ^ ,03 ^ _sj>* -iA_^_^. F i nd the I.H.P. 33000 X 3 Cancel two noughts in 800 and 33000, making 8 and 330. Approximation Z_ x _?_ x ^ X ^ X 8 _ ~$ X ^ .*. divide by 100. * Approximate result is - - ~ 4'48, t. e., about 4j H.P. Working in full, expression *^ ^ 5'7^ I.H.P. Example 56. On testing a certain coal gas for its calorific value (i.e., heating value) the figures ^ ' ~- were obtained. Approxi- 454 x ' I 4 mate for the answer, and, given that the significant figures are 6009, state the calorific value (in B.T.U. per cu. ft.) correct to the units figure. Approximation Tens U .*. multiply by 1000. .*. Approximate result = -6 X 1000 = 600 and actual result 600-9. .'. Calorific value to units fig. = 601 B.T.U. per cu. ft. Exercises 15. On Approximating. 1 to 8. Determine, without actually working out the expressions, whether the answers given in the following are reasonably correct. 2. ^6_ = 6o6oo . . . . _ 00136 -00341 x -7 X 9 X 32 X 9*87 3 I '3 I x 33QQQ X 150 = . 4 X 9 X 38 x 3-14 = 6400 X 32-2 J 5< " 32 X 144 X 6 55 ' K 5 - - = ' 494 ' < 3-aa X 900 7. 2 x- 7 8 5 x 6-25x140=1375. s. *' 75 x x 8o ' 4 DECIMAL FRACTIONS 65 9 to 18. Find an approximate answer to each of the following expressions. Given also the significant figures in the results (obtained, say, from a slide rule), state, from an inspection of your approximate answers, what the actual results are (i. e. t put the decimal point in its correct place among the given figures). 9 v.jT-^TTg Si S- fi 6 s - in answer are 478. 10. I000 x "5 X -5 3-25 X 12 " " " ^' 11 10 X IIP X_2640 33000 " " " _ __ 30 x 1-06 X 10-56 " " " 7I4 * ?i2<_3-i4_ x 1-5 X 24 - - 4 x - 3l ., 214. 3-14 X 24 X 1000 - ~~~~ 15 ? x goo x 32-2 * 9 : 67rx^7~x~ : 6 " " " 44 ' 16 4 X 3-14 X -18 X_7\5 X_72_'5 342 17. - 5 35 -_. 5 ~~ ., 245. 12 7 x -0625 x 2240 6 X 232 18.- z-TT^-n 705. In some examples expressions appear with the four simple arithmetical rules in various combinations. Then the best method of working is to preserve the general form of the expression throughout the various steps, as was adopted in Chap. I, p. 30. The following example illustrates : Example 57. In calculating the safe eccentric load on a stanchion, the following expression was arrived at : -- 6- x~6- tons - Complete the calculation. 1 + ^6~x~ir 3 6 The first step necessary is to evaluate the right-hand term under the line. tons () 6 '5 X 6-5 = 42-3 - - 6*5 X 6-5 5-36 ~ . + ~6 <*> 5-36 X 5-36 = 28-7 tons = 96*4 tons 66 ARITHMETIC FOR ENGINEERS Exercises 16. Compound Examples. 1. The height of a mercury barometer is 30". The height of the water barometer in feet is found by multiplying this figure by -yj Find the required height. 2 and 3. In finding the centre of gravity of two rolled sections the following expressions had to be evaluated. Find the values required. 2 . I^LX 57 inches< 3. 1*7*. 5L5_ inches . 7-19 3*6 4. The current to pass through an electro-magnet was calculated to be ^ - %~ amperes. Complete the calculation. 5. The resistances in an electric circuit, which is to carry a current of 4-5 amperes, are 3-5 ohms, '75 ohms, and 2-38 ohms. The voltage (volts) required is equal to " current (amperes) X total resistance (ohms)." Find (a) total resistances; (b) voltage required. 6. The bending moment at a point on a continuous girder was given by the expression -- - . Find the required value. 7. A stream is found to deliver 48 cu. ft. of water per sec. with a total fall of 1 20 ft. Find the horse-power of the stream, which is it. 48 X 62-5 X 120 given thus : - --- J -- . b 550 8. Find the thickness of plate for a steam boiler 6'-6" diameter, to work at 100 Ibs. per sq. in. pressure, from the following expression : 100 X 78 . , ----- / - inches. 2 x 9000 x -7 9. A dynamo is to supply 600 .lamps, each of 16 candle-power. Each lamp takes 1*2 watts for every candle-power, (a) How many watts must the dynamo supply? If the voltage is no, the current watt s (amperes) supplied is --- -- - (b), what current is supplied? 10. The tensile test of an iron wire showed that the " Modulus of Elasticity "= 3 4 - Ibs. per sq. in. Complete the calculation J '105 X -00104 r *i r (3 sig. figs, will do). 11. The following figures were obtained in a torsional test on wrought iron : IO ' 2 X ^ 8 X 5 Jl 3 X 5I ' 8 Ibs. per sq. in. Find the 300 X *3oo required value. 12. A coal gas was tested for its " calorific " or " heating " value. When -146 of a cubic foot of gas was burnt, the temperature of 4-9 Ibs. of water rose from 51 F. to 69 F. Calculate the calorific value (in B.T.U.) which equals Lbg^of.wate L X rigejntemperature ' ^ cu. ft. of gas burnt 13. Find the value of the expression 6-48 -j- '3125 -f- 4*68 x '506, figures obtained when calculating the strength of a stanchion. 14. Calculation in connection with a column gave the expression - ------ tons. Complete the calculation. DECIMAL FRACTIONS 67 15. Evaluate the expression 2 x (21*6 + 246*5) + 427, which refers to the strength of a built-up girder. 16. The bending moment on a girder, at a certain point, was found to be given by the expression 2S^J^ + 26 + 32) tons ft . 4O Complete the working. 17. Find the value of the expression 5 x (9*5 + 8-8 + 5*6) + 15 X (7-8 -f 6-7) tons ft., which is the bending moment on a bridge truss. 18. One of the reactions of a continuous girder was found to be 5 X 20 , '5 X IO . 16-45 , 16-45 !V75 t^- t_ AI_ i _J_^ -- ^ J> ----- -- 2 ^ -- 5^ --- 2-L2 tons. Finish the working. 2 2 20 10 b 19. The weight of a proposed plate girder was estimated to be _85L2LZ2_x_i4_ tons. Find its amount. 1400 x 7 70 x 14 20. In calculating the safe eccentric load on a column the following expression was arrived at: ___4 ---- tons. Complete the calculation. T + 3'15_X_5_ P "*" 2-82 x 2-87 21. Find the value of the expression 130 -f- '85 (606-5 -7 x 170). 22. Evaluate _ 4 lbs per sq in ^ which occurred in a steam engine calculation. 23. The following figures were obtained when calculating the theoretical amount of air required to burn i Ib. of oil- 4*35(2-26 -f 1*2) Ibs. Find the required value. 24. Complete the following calculation, which refers to the mean effective pressure in a steam engine 75 X -67 X i'45 17 Ibs. per sq. in. 25. Find the value of the expression 37'5 xjfo _ 37'5 X 18 f 44 figures relating to a bending moment. 26. Find the weight of a roof truss, given by the following figures : Averages. When a quantity has various values at different times it is often necessary to state a value that shall give a general idea of the size of the quantity. Let us suppose that a boiler in the heating apparatus of a building had consumed the following quantities of coal during a certain month : ist week n tons, 2nd week 6J tons, 3rd week 12^ tons, 4th week 8 tons. If it is desired to state how much was generally burnt per week at that season of the year, it is hardly fair to quote any one of the actual numbers, since each number only applied to one particular week. Thus, the 12^ tons was burnt in a cold week, while the 6J was used when the weather was mild ; generally, the amount burnt was more than the 6J and less than the I2j. Now let us imagine 68 ARITHMETIC FOR ENGINEERS that all the four weeks had been equally cold, so that an equal amount of coal was burnt each week; also that the total amount burnt under the supposed conditions is equal to the total amount actually burnt. Then we consider the total amount to have been spread equally over four weeks. The total amount burnt = n + 6J + *2j -f 8 = 38 tons, and, dividing this equally among four weeks, the consumption for one week would be - S 4 8 ~ = 9^ tons. This supposed constant consumption is called the average value or mean value. A common way of making the statement would be, " On the average the consumption is 9^ tons per week/' meaning that the consumption per week is in the neighbourhood of g\ tons. From the above we obtain the rule : To find the average of a series of quantities, find the sum of all the quantities and divide by the number of quantities. There are many applications of the use of the average, as will be seen from the examples and exercises in this section. Particularly, when testing or experimenting to find the value of a certain quantity, the experiment is repeated three or four or more times and slightly different results will be obtained owing to errors of instruments, etc. Then the average of all the measured results is found, and we may safely assume that this average is nearer the actual truth than any of the measured values, as the errors have been spread over the whole set of numbers. Example 58. A wrought-iron shaft under a torsion (twisting) test had its diameter measured in several places, the values being 625", '62I", -626", -623", -624", 622"', '623', -62I*. Find the average diameter of the shaft. 625- 621 626 623 624 622 Average diameter = 623"' 623 """"" 621 8)4-985 6231 It should be noticed that the accuracy of the average should not exceed the accuracy of the given figures. DECIMAL FRACTIONS 69 A case of common occurrence to the engineer is the " averaging " of an indicator diagram from a steam or gas engine for the purpose of finding the indicated horse-power. Roughly an indicator dia- gram is of the form shown on the left of Fig. 14, and as will be seen in Chap. VII, the idea of " averaging," i. e. t finding the average height, is to get a figure equal in area to the diagram, but with a constant or unvarying height as on the right of Fig, 14. Certain This hei lines n HV is t"He of Irfce dotted Irhe. diareuvt. Pig. of same avca ID of consVanV' and avea diagram The figures ave e^ual m Fig. 14. "Averaging " an Indicator Diagram. lines (called ordinates) are drawn, as indicated by the dotted lines, and measured, and the average of these heights is found. Example 59. The ordinates, in inches, of an indicator diagram from a steam engine, were as follows : -47, '72, '82, '83, '76, '60, ^44, 28, '2O, and -08. Find (a) the average ordinate. One inch of ordinate represents 70 Ibs. per sq. in. Find (6) the average pressure in Ibs. per sq. in. (called the mean effective pressure, or M.E.P.). Oj .S *s ( '47 72 82 83 76 60 '44 28 20 (a) Average ordinate = '52* i* of ordinate = 70 Ibs. per sq. in. /. 52 // of ordinate = 70 x '52 = 36-4 Ibs. per sq, in. (b) M.E.P. = 36*4 Ibs. per sq. in. 10)5*20 52 Example 60. The readings of temperature in the table on p. 70 were made in an experiment on the calorific value of coal gas. Find (a) the average inlet temperature, (b) the average outlet temperature, and. 7 o ARITHMETIC FOR ENGINEERS (c) the rise in temperature (i. e. t average outlet temperature, average inlet temperature). Inlet temp. "C. Outlet temp. C C. 9H7 30-62 9-46 31-^3 3I-80 3I-90 32-6I 32-82 9-42 33-13 33-22 3)28-35 12)385-88 9-45 32T57 Exercises 17. On Averages. 1. Three separate experiments were made to determine the " re- fractive index " of a certain kind of glass, the results being 1-52, i'5Q5 and 1-49. Find the average value. 2. Experiments to determine the "coefficient of discharge" of a V -notch gave the following results ; -575, -574, '580, -581, -581, '581. Find the average value. 3. In measuring the internal resistance of an accumulator the experiment was performed five times with the following results : -025, 028, -03, -0286, -0275 ohms. Find the average resistance. 4. The diameter of an iron wire measured in several places for a tensile test was as follows : -0365, '0346, -0365, '0364, -0358, -0368, 0365, '0348 in. Find the average diameter. 5. The following values of the coefficient of friction between two wood surfaces were obtained in an experiment : '417, '49 '367, 395, 37, -389, -403 and -415. Find the average value. 6. During a boiler test the following readings were taken on the water gauge measuring the supply of feed water to the boiler : 31*6, 3i-7. 3i-7. 3i-6, 33, 34'5. 32'4> 26-5, 20-0, 23-8, 24-0, 24-0, 24-5, 247, 24-5 Ibs. per minute. Find the average value of the supply. 7 to 9. The following figures were taken during the test of a steam electric plant ; the steam pressure, voltage, and current being kept as steady as possible. Steam pressure (Ibs. per sq. in.) : 96, 100, 99, 100, 100, 98, 102, 102, 102, 103. Voltage : no, in, 111-5, IO 9 I0 9'5' I0 9'5 IIJ II2 , in, no. Current (amperes) : 220, 223, 223, 230, 229, 224, 225, 217, 220, 200. 7. Find the average steam pressure. 8. Find the average voltage. 9. Find the average current. DECIMAL FRACTIONS 71 10. The following readings were taken on an anemometer at differ- ent parts of the ashpit, in measuring the air supplied to a furnace : 57 580, 620, 650, 660, 600, 600, 460 cu. ft. per min. Find the average value. 11. In an experiment to find the specific resistance of a piece of wire the following readings of diameter were taken : '465, '463, -460, 460, '461, '460, -462, '464 millimetres. Find the average diameter. 12. Tests on a number of materials, to determine the ratio of shear to tensile strength gave the following results : -67, '64, -66, -72, -81, 82, -88, -85, -85, -87, -83, -73, -91, -59, -90, -98. Find the average value. Percentage. The words " Percentage " and " so much per cent." are frequently met with, a percentage being another way of expressing a fraction (or division) whose denominator is 100. Thus the statement " 5 per cent/' (written as 5%) means 5 parts out of 100 parts, *'. e. t T ^ in the vulgar form. Cancelling reduces this to -$ ; or it may be expressed in the decimal form -05, shifting the point two places to the left to divide by 100. Both forms are useful. From the above we obtain the following rules : 1. To convert a percentage into a decimal fraction, shift the decimal point two places to the left. 2. To convert a percentage into a vulgar fraction, write, the percentage as numerator, and write 100 as denominator ; then reduce to the lowest terms. Example 61. Convert the following percentages into decimal fractions: (a) 30%, (b) 37'5% W 1-13% (<*) -028%. (a) Shifting decimal point two places to left (to divide by 100), 30% = -3 (b) Similarly 37-5% = -375 (c) 1-13% = ' OI I3 (d) -028% = -00028 Example 62. Convert the following percentages into vulgar frac- tions : (a) 45%, (6) 12*%, (c) 33*% (d) 26-25%, (e) -oz 5 %. () 45% = J 4 5 ' Cance in g by 5 = A i (6) 4% = j - | -=- 100 = X JL ^ 4 (c) 331% =fg = 33} ,. I00 = \Si x _1_ =i 26*2^ 262^ (d) 26-25%= -j^ = ^ Q - Cancelling by 25 and 5 = fj (e) -025% = 5. == 25 - Cancelling by 25 = ,A 6 v ' J /0 IOO IOOOOO o / O ^gOQ 72 ARITHMETIC FOR ENGINEERS It is often required to find a certain percentage of a quantity, meaning that we are to find a certain fraction of the quantity. To do this, express the percentage as a fraction and multiply by the quantity. Example 63. An electric motor is to work at 30 h.-p. under ordinary full load conditions. It is required, however, to deliver 25% overload (i. e. t 25% extra) for a certain period. Find the greatest h.-p. the motor must be capable of giving. Full load = 30 h.-p. Overload = 25% = -^ x 3Q = 7-5 2 .'. Greatest h.-p. = 30 4- 7*5 = 37'5 h.-p. The vulgar form is the more useful when the percentage is equiva- lent to a simple fraction with I as numerator; e. g., 20% = , I2i% = J, etc. In these cases, to multiply as per rule we merely have to divide by the denominator of the fraction ; thus the above can be done mentally : 25% = J, therefore divide the 30 h.-p. by denominator 4. For other cases the decimal form is better, as multiplying by a decimal is easier than by a complicated vulgar fraction. It is useful to memorise the equivalents of the simpler percentages, which are given below. i% = r = -oi 25% -J--25 5% = A = '05 33i% = i = '3333 10% = T V =-i 50% =i = -5 12*% = i = -125 66|% - - -6667 20% = * - -2 75% = i - 75 100% of course = j = i Example 64. The catalogue price of a certain machine is y los. The makers announce that " owing to the increased cost of raw material, all prices are advanced io%." An agent who buys the machine under these new conditions is allowed 20% discount. Find the actual price he pays. Note. The figures in brackets thus [ ] are only to assist the beginner and do not appear on the actual bill. s - *. Catalogue price = 7 10 o 10% advance [= ^ of 7 105.] = 15 o New price = 850 20% discount [= J of 8 55.] = i 13 o Price paid [= difference] = 6 12 o DECIMAL FRACTIONS 73 Explanation. 10% of 7 105. = ^ of 1505. = 155. 20% of { 5 s - = & f 8 5 5 - Dividing 8 by 5 gives i and 3 over. 3 ~ 605. and adding in the 5 gives 655. This divided by 5 = 135. Thus 20% of 8 55. = i 135. A common error in such examples as the last is to say that " 10% advance with 20% discount is equal to 10% discount." This is not so, since the 10% and the 20% refer to different quantities : the 10% to the old price, and the 20% to the new price : the 20% cannot be used until the old price has been found. Example 65. In steel-makers' catalogues it is stated that the actual weights of rolled steel section bars may vary 2j% on either side of the listed weights. Calculate the greatest and least weights of a channel bar listed at 19-3 Ibs. per foot. Listed weight = 19-3 Ibs. per ft. 2. *> 2}% allowance = x 19-3 = -482 Ibs. per ft. /. Greatest weight = 19*3 + '48 = 19*78 Ibs. per ft. and least = 19-3 '48 = 18-82 Ibs. per ft. Conversion to a Percentage. It is frequently necessary to express some quantity as a fraction of another, and the most usual way is to express it as a percentage. Suppose that the nominal full load of an alternator is 60 kilowatts, but at some par- ticular time it is called upon to deliver 75 kw., an increase of 15. Now this in itself is not much guide as to how much the machine has been overloaded, as the overload allowable depends on the size of the machine. Thus an alternator designed for 6000 kw. could easily deliver another 15 kw. ; but it would be impossible to get another 15 kw. out of a machine designed for, say, 20 kw. In each case the actual increase is the same, but as a fraction of the full load is very different ; this fraction is the important figure. Taking the big machine 15 kw. expressed as a fraction of 6000 kw. is yJo^ ; with the small machine 15 as a fraction of 20 is i. Now to avoid the confusion of having vulgar fractions with different denominators, the fractions are expressed as a percentage, i. e. t they are converted so that the denominator is always 100. From Rule 2 on p. 71, it follows that to convert a vulgar fraction into a percentage we must multiply by 100. Converting the above fractions to percentages we have i 5 _il x iqq = i% or -25% overload, and ^ x ^ = 75% overload. 4 * 74 ARITHMETIC FOR ENGINEERS Then 15 kw. increase on 20 kw. is an overload of 75% but an in- crease of 15 on 6000 kw. is only *25% overload. Thus we have the rule : To express one quantity (A) as a percentage ol another quantity (B) write (A) over (B) as a vulgar fraction, multiply by 100, and evaluate. ^ Thus A expressed as a percentage of B is ^ X 100. Examples where this occurs are many and include : efficiencies of all kinds, errors of instruments and experiments, changes of speed and load, extensions of test bars, the composition of alloys, etc., etc. Example 66. An ammeter, when tested, was found to read 4-63 amperes, the true value being 4-5 amperes. Find the percentage error (i. e. t express the error as a percentage of the true value). Apparent value == 4-63 True value = 4*50 /. Error = -13 too high .\ % error = ~ 3 X I0 = 2-89% too high, 4-5 _____ i. e. t for every 100 amperes indicated the error is 2-9 amperes. Example 67. The following figures were obtained in a tensile test of a piece of steel Original length 5*. Original area of cross section -994 sq. in. Final length 6'O$". Final area of cross section -407 sq. in. (a) Express the total extension as a percentage of the original length, (b) Express the contraction in area as a percentage of the original area. (a) Total extension = Final length original length. = 6-05 5 = i -05" /. Extension as % of original length = -- 5 * *?_ = 21% (b) Contraction in area = Original Final area = -994 '407 = 587 sq. in. .'. Contraction as % of original area = --5..Z. x IQO = 59-05%, 994 say, 59% Actually, the statements made are not as complete as in the above two examples. Thus in Example 66, the usual statement is " find the percentage error/ 1 and the figure of which the error is to be a percentage would not be stated. Then the student may be in doubt as to whether he ought to express the -13 amperes as a DECIMAL FRACTIONS 75 percentage of the true value 4-5, or the apparent value 4*63. A slight knowledge of the particular work with which the example is connected is useful in this respect, but the following will help Instrument and experimental errors are stated as a percentage of the true value. With changes of load and speed, the error is stated as a percentage of the normal or full load, or speed. Extensions arid^contractions of test bars are stated as percentages of the original length or area. With composition of alloys, etc., the quantity of each material is given as a percentage of the total quantity. Example 68. A sample of coal weighing 3-35 Ibs. was found on analysis to contain : Carbon 2-52 Ibs., hydrogen -234 lb., oxygen -197 lb., nitrogen -133 lb., and the remainder ash. Find the percentage com- position of the coal (i. e. t express the weight of each constituent as a percentage of the total weight). Carbon . . . . 2-52 Ibs. Total coal ... 3-35 Ibs. Hydrogen .... -234 lb. Total (less ash) . 3*084 ,, Oxygen . . . . -197 ,, /. Ash = difference = *266 lb. Nitrogen . . . . -133 ,, Total (without ash) . 3*084 Ibs. Carbon Hydrogen Oxygen Nitrogen Ash 2-52 X ioo ~ TaJ 234 x ioo 3'35 ' _ 2 3*4 75-2% 5-88% 3*97% 7'95% 3'35 197 X ioo 3'35 19-7 3'35 133 X ioo 3'35 13*3 3'35 266 x ioo 3'35 26-6 3*35 3'35 Total 99-99% The sum of the percentages of all the constituents should be 100%. Any serious difference would indicate a mistake some- where. Due to slight approximations, etc., small differences may arise, but if, as in the above, the percentages total 99-99%, the figures can quite well be accepted. The exact difference allowable depends on the delicacy of the experiments, etc. Example 69. The chemical analysis of a " Self-hardening " steel gave the following results : Carbon -63%, chromium 1-04%, manganese 05%, silicon -15%. Find the percentage of iron " by difference " (t. e., subtract the total % of matter other than iron, from 100%). 76 ARITHMETIC FOR ENGINEERS This example does not involve any finding of percentages, but is merely an addition dealing with percentages. Carbon . . . '63% 100-00 Chromium . . 1*04,, 1-87 Manganese . . -05 ,, - - Silicon . . . -15 ,, 98-13% Iron '. Iron " by difference " = 98-13 Exercises 18. On Percentages. 1. A firm engaged in the manufacture of valves, makes the following extra charges for drilling holes in the flanges of cast-iron bodies : i y holes 45. per dozen holes ; i" holes 25. 6d. per dozen. For cast-steel bodies they charge 50% extra. Find the rates for the above holes in cast steel. 2. If 5% extra is charged for packing a job for export, find the charge for packing a job costing 50. 3. If the estimated cost of a certain job is 26s. and a profit of 12^% is to be added, find the selling price of the job. 4. The ordinary price of a certain clutch is 4. Due to an increase in cost of material the price is increased 5%. Find (a) the new charge. A customer is now allowed a discount of 25%. Find (b) the actual amount he is to pay. 5. A wrought-iron shaft will only transmit 70% of the h.-p. that the same-sized steel shaft will transmit at the same speed. If the h.-p. of a certain steel shaft is 256, what is that of the same-sized wrought- iron shaft ? 6. A square foot of wrought-iron plate i" thick weighs 40 Ibs. If steel is 2% heavier than wrought iron, find the weight of the same- sized sheet of steel. 7. The " working volume " of a steam engine cylinder is 5*96 cu. ft. The " clearance " volume is 8% of the working volume. Find (a) this clearance volume in cubic feet; (b) the total volume in cubic feet (i. e., clearance -f working). 8. A variation in weight of 2% either side of the standard weight is allowed in electric conductors. The standard weight of 1000 yds. of 37/13 conductor is 2900 Ibs. Find the maximum and minimum weights allowable. 9. The Admiralty test load on a \" crane chain is 3 tons. At the Elswick Works the test load is 10% higher. Find the Elswick test load. 10. It is found that an engine governor keeps the speed between 486 and 474 revolutions per minute. Find the change of speed and express it as a percentage of the average speed. 11. At 40 F., i cu. ft. of water weighs 62*43 Ibs., and at 400 F. weighs 53*63 Ibs. Find the decrease in weight, and express it as a percentage of the greatest weight. 12. The correct value of " g " (the acceleration due to gravity) in the metric system at London is 981 units. An experiment gave the value 992. Calculate the percentage error (i. e,, express difference as a percentage of the true value). 13. A pump was rated by its makers at 300 gallons per minute. On test it filled a tank, holding 750 gallons, 4 times in 9 min. 27 sec. DECIMAL FRACTIONS 77 Find (a) the test rating of the pump (i. e., the gallons delivered in i min. on test), and (b) the difference between the makers' and the test ratings. Express this as a percentage of the makers' rating, saying whether it is above or below. 14 to 16. The composition of some alloys is given below. Find in each case the percentage composition. 14. Bell metal : 16 parts copper, 5 parts tin. 15. Soft gun metal : 16 parts copper, i part tin. 16. Ajax plastic bronze : 13 parts copper, i part tin, 6 parts lead. 17. A solution of electrolyte for copper plating is composed of I Ib. copper sulphate, i Ib. sulphuric acid, and 10 Ibs. water. Calculate the percentage composition of the solution. 18. A quantity of exhaust gas is known to consist of the following : Water -18 cu. ft., carbon dioxide -24 cu. ft., nitrogen '852 cu ft., oxygen 08 cu. ft. Express the quantity of each constituent as a percentage of the total quantity. 19. The following figures were calculated from an analysis of a sample of flue gas : Carbon dioxide 1-54, oxygen 1-81, nitrogen 11-43. Express these figures as percentages of the total. 20 to 23. The chemical analyses of various irons and steels are given in the accompanying table. Find the percentage of iron in each case, by difference. No. MATERIAL Carbon % Silicon % Sulphur % Phos- phorus % Manga- nese % Iron % 20 Locomotive Boiler Plate (Mild Steel) I 4 8 024 039 022 562 21 Tram Rail (Mild Steel) .... 739 347 O^O 028 720 22 Cast Iron 3-23 1-46 I 4 638 5<> 23 Wrought Iron . 04 17 013 31 OQ 24 to 26. Engine governors are designed to prevent the engine speed from changing more than a certain amount when the load is removed or applied suddenly. The variation allowed depends upon the kind of work For cotton spinning the change is not to be more than 2% above and below normal speed. For electric traction the change is not to be more than 1*5% above and below normal speed. For machine shop work the change is not to be more than 3% above and below normal speed. Find the greatest and least speeds in the following cases 24. Normal speed 200 revs, per min., for cotton spinning. 25. Normal speed 180 revs, per min., for electric traction. 26. Normal speed 85 revs, per min., for machine shop drive. 27. A salt solution is made by adding 65 grammes of salt to 250 grammes of water. Find the percentage of salt in the solution (i. e. f salt as a % of the total). 28. A mixture for " blueing " steel is composed of water 10 Ibs., hypo 2 oz., sugar of lead 2 oz. Calculate the percentage composition by weight of the mixture. (Note. Work in ounces.) 78 ARITHMETIC FOR ENGINEERS Ratio. It is often necessary to state the number of times that one quantity contains another, and this is usually given in the form of a ratio. Thus, if the diameter of a steam engine cylinder is 12" and the stroke 18", the stroke is evidently ij times the dia- meter, since 18" = 1-5 X 12". Now this fact of the stroke being equal to i J diameters is expressed by the words " the Ratio of stroke to diameter is 1*5 to 1." The 1*5 is evidently the value of = S -j- i. e., j-S - -v-5-. Thus, the ratio of one quantity (A) to another 2nd quantity ^ j \ i (B) is the number of times that (A) contains (B). It should be clear that we cannot give a ratio between two quantities of different measures. Thus, we cannot say that the ratio of 27 tons to 9 miles is 3 to i ; certainly 27 tons is not 3 times 9 miles. Hence the measures must be alike. Further, the value of the ratio cannot be worked out without bringing both quantities to the same unit. Thus, consider the ratio of 2 ft. to 6 in. Obviously this is not or J or i to 3, for 2 ft. is not one-third of 6 in. But, converting the 2 ft. into inches (24*) the ratio is ^ or- or 4 to i, meaning that 2 ft. is 4 times 6 in., which is certainly true. Thus we obtain the rule : To find the ratio of one quantity (A) to another quantity (B), reduce both to the same units and divide the first A quantity by the second, i. e. ^. Example 70. The " grate area " of a boiler is 22 sq. ft., and the heating surface is 1365 sq. ft. Find the ratio of heating surface to grate area. The first-named quantity in the ratio required is heating surface, so that heating surface is to be divided by grate area. Then, ratio of heating surface to grate area = ^--^ = 62*1 or, say, 62 to i. Example 71. A locomotive crank is 13" long and the connecting rod is 6 ft. 2 in. long. Find the ratio of the length of connecting rod to length of crank. Convert to the same units, preferably inches. Then the rod is 74* long. The required ratio is " connecting rod to crank," so that con- necting rod is to be divided by crank. Then ratio of connecting rod to crank = J J = 5-69, or, say, 5-7 to i. Slight variations in the manner of stating a ratio are met with. The word " to " is frequently replaced by two dots, thus (:), so that DECIMAL FRACTIONS 79 the statement " 4 : I " is read as " 4 to i." Sometimes only the result of the division is stated, the words " to I " being under- stood. Thus a ratio 57 means a ratio of 57 to i. It should be noticed that two ratios always exist between two quantities. Thus, considering our original case of stroke and diameter we can have (a) The ratio of stroke to diameter, which = ^ = - x ' dia. 12 or i -5 to i i. e., stroke = i*5 times diameter. (b) The ratio of diameter to stroke, which = r- = v ' stroke 18 or -667 to i i. e. t diameter is "667 times stroke. In order to avoid any doubt as to which is required the form of statement with the words "of " and "to" should be carefully kept ; a statement such as " the ratio between stroke and diameter " is not sufficiently clear and should be avoided. Then the quantity first mentioned will be the numerator of the ratio fraction, e. g., in (a) the stroke is first mentioned and therefore stroke value is above diameter value in the fraction. Also the tw r o ratios are "reciprocal," i. e. t either one is the other inverted. Thus stroke to diameter = = -5 and diameter to stroke = 12 I $ = = '667 ; one can always be obtained from the other. 18 1*5 Example 72. The following figures refer to a steam-driven air com- pressor : Area of steam cylinder =113 sq. ins.; area of air cylinder = 93*5 S( l' ms> Calculate the ratio of air cylinder area to steam cylinder area and give also the reverse ratio of steam cylinder to air cylinder. Ratio air cylinder area to steam cylinder area = 93_5 = '827, i. e. t -827 to i Then the ratio steam cylinder to air cylinder = i to '827 Example 73. The efficiency of any machine is the ratio of the out- put to the input. A generator gives an output of 27*6 kilowatts for an input of 51 h.-p. Find the efficiency. (Note i kilowatt = 1*34 h.-p.) 8o ARITHMETIC FOR ENGINEERS Reduce to same units, preferably horse-power. Then, since i kw. = 1-34 h.-p. 27-6 kw. =s 27-6 x 1-34 = 37 h.-p. Efficiency = Ratio of output to input = f = '725 Note. In the case of efficiency it is usual to state only the decimal result as shown, omitting the words " to i." In many cases also this result is converted to a percentage, which for the above would be 72-5%. Ratios are used when speaking of the relative sizes of the cylinders in a compound or multi-stage expansion steam engine. The case of the compound engine, with only 2 cylinders, may be similarly treated, but with triple and quadruple expansion 3 and 4 cylinders have to be dealt with, and 2 or 3 ratios are combined into one short statement. Example 74. The triple-expansion engines of the White Star liner Olympic have the following cylinder areas : High Pressure (H.P.) 2290 sq. ins.; Intermediate Pressure (I. P.) 5542 sq. ins., and Low Pres- sure (L.P.) 7390 sq. ins. Find the "cylinder ratios " (viz. ratios of the cylinder areas), taking H.P. as i. There will be two ratios ; and H.P. area will be the 2nd quantity in each case. The area ratios are : 1. I. P. to H.P. 2. L.P. to H.P. 1. Ratio of I.P. to H.P. = |^ - 2-42 : i 2. Ratio of L.P. to H.P. - ~ = 3^3 i Instead of writing these results as two, they are combined into one by giving " the ratio of L.P. to I.P. to H.P/' ; thus 3-23 : 2-42 : i, meaning that if the H.P. area be i, then the I.P. area is 2-42 and the L.P. area 3*23. Then the ratio of trie L.P. to the I.P. should be according to this, ^^ = 1*335. This is proved by taking the actual areas given. Then ratio of L.P. to I.P. = ^ 1-335 as before. The dots (:) are invariably used when giving cylinder ratios. Ratios connected with certain triangles are very important, and are the foundation of a special branch of mathematics known as " Trigonometry/ 1 (See Chap. XI.) DECIMAL FRACTIONS Si Exercises 19. On Ratios. Find the ratio of connecting rod length to crank length in the follow- ing engines : 1. (a) A petrol motor ; crank 2 J", connecting rod n*. (b) A marine engine ; crank 30", connecting rod 5'-!*. 2. (a) A high-speed electric-lighting engine; crank 4", connecting rod i'-S\ (b) A power-driven air-compressor; crank 2\", connecting rod 14". The " diagram factor " of a steam engine is the ratio of the actual mean pressure to the theoretical mean pressure. Find the diagram factor for the following cases : 3. A marine engine; theor. mean press. 36 Ibs. per sq. in.; actual mean press. 23 Ibs. per sq. in. 4. Corliss engine ; theor. mean press. 29 Ibs. per sq. in. ; actual mean press. 25 Ibs. per sq. in. 5. The " buckling factor " of a column is the ratio of its length (inches) to a measurement known as its "least radius of gyration" (inches). Find the buckling factor : (a) when length 14 ft., and least radius of gyration = 4*13"; (b) when length = 38 / -6 /y , and least radius of gyration 4-1.* 6. Find the ratio of length to diameter of a Lancashire boiler : (a) when length = 24 ft. and diameter 7 / -6 y/ ; (b) when length = 21 ft. and diameter = 6 '-6*. Note work in feet. 7. Find in each of the following boilers the ratio of heating surface to grate area : (a) Heating surface 720 sq. ft. ; grate area 24-75 sq. ft. (b) Heating surface 1616 sq. ft. ; grate area 53-6 sq. ft. 8. Values for the tensile and shearing strength of two metals are given below. Find in each case the ratio of shear strength to tensile stress : (a) Copper: Tensile 14 tons per sq. in.; shear n-6 tons per sq. in. (b) Hard rolled bronze: Tensile 26-9 tons per sq. in.; shear 16-06 tons per sq. in. 9. The results of tests giving the elastic limit stress and breaking stress (in tons per sq. in.) of various metals are given below. Find for the two materials ratio of the elastic stress to breaking stress in each case. (a) Gun steel. Elastic stress 24-8. Breaking stress 46-9. (b) Lowmcor iron. Elastic stress 12-5. Breaking stress 22*1. 10. At atmospheric pressure *oi6 cu. ft. of water, when evaporated, becomes 26-37 cu. ft. of steam. Find the " relative volume " (i. e. t the ratio of steam volume to water volume). 11. A two-stage air-compressor has the following dimensions : Area of H.P. steam cylinder, 314 sq. ins. ; Area of H.P. air cylinder, 380 sq. ins. Area of L.P. steam cylinder, 1385 sq. ins. Area of L.P. air cylinder, 1018 sq. ins. Find the ratio of L.P. to H.P. (a) for steam end ; (b) for air end. 12. The areas of the cylinders in a triple-expansion marine engine are as follows : H.P. 962 sq. ins ; I. P. 2290 sq. ins. ; L.P. 6082 sq. ins. Find the ratio of L.P. : I.P : H.P. 13. The quadruple expansion engines of an Atlantic liner have the G 82 ARITHMETIC FOR ENGINEERS following areas : H.P. 1097; I.P. No. I, 1905; I. P. No. 2, 4390; and L.P. 9852 sq. ins. Find the cylinder ratios (i.e., L,P. : 2nd I.P. : ist I.P. : H.P.). 14. The following figures refer to two American locomotives : (a) Firebox heating surface 231 sq. ft.; tubes heating surface 3193 sq. ft. (b) Firebox heating surface 294-5 S( l- **; tubes heating surface 3625 sq. ft. Find for each case the ratio of total heating surface to the fire- box heating surface. (Note. Total heating surface covers tubes and firebox.) 15. The efficiency of any simple lifting machine is the ratio of the theoretical effort to the actual effort. Find the efficiency if the theoretical effort is -59 Ib. and the actual 1-43 Ibs. 16. and 17. The " velocity ratio " of any machine is the ratio of the movement of the effort to the movement of the load. Find this ratio in each of the following cases : 16. Weston pulley block. Effort moves 30"; load moves 2-5". 17. Geared capstan. Effort moves 31 '-5"; load moves 18". 18. The "expansion ratio" in a simple steam engine is approxim- ately the ratio of the initial pressure to the final pressure. Find the expansion ratio in the following cases : (a) Initial pressure 72 Ibs. per sq. in. ; final pressure 18 Ibs. per sq. in. (b) Initial pressure 43 Ibs. per sq. in ; final pressure 17-5 Ibs. per sq. in. 19. If a cast-iron propeller costs ^24, then the same sized propeller would cost : (a) in steel, ^38, (b) in Delta metal 115, (c) in gun metal 130, (d) in manganese bronze 135, (e) in aluminium bronze 145, (/) in phosphor bronze ^170. Find the ratio of the cost of each of these materials to the cost of the cast-iron propeller. Proportion. When two ratios have the same value, the four quantities composing the ratios are said to be " proportionals/' or " in proportion." Thus the ratio of 3 to 2 is f or 1-5. Similarly the ratio of 12 to 8 is - 1 / which also equals 1-5. Then evidently the ratio of 3 : 2 = the ratio of 12 : 8 and the numbers 3, 2, 12 and 8 are said to be in proportion. Thus 4 quantities are in proportion when the ratio of the ist to the 2nd is the same as the ratio of the 3rd to the 4th. The equals sign is commonly replaced by four dots, thus (: :), and the above result is stated as 3 : 2 : :i2 : 8, and is read shortly as "3 is to 2 as 12 is to 8." A more useful form is obtained by stating the ratios as vulgar fractions, thus f = -\ 2 . Although each ratio must have the same units and measures, they need not be the same in the two ratios, since each ratio is only a number. Proportion has its use when, knowing the ratio between two quantities, and the value of one of them, we wish to find the value of the other quantity ; that is, knowing three of the quantities in the proportion we wish to find the fourth. DECIMAL FRACTIONS 83 Thus, supposing the ratio of the H.P. diameter to the L.P. diameter in a compound steam engine is to be 3 : 5, and the L.P. diameter is 32" ; and it is desired to find the H.P. diameter. Then the statement H.P. : L.P. : : 3 : 5 is a proportion, meaning that if the H.P. is, say, 3" dia. the L.P. is 5" dia., and if the H.P. is, say, 6" dia. the L.P. is 10" dia., or, whatever the actual size the H.P. is f of the L.P. Then since in this case L.P. = 32" H.P. = of 32 = 19*2" or, say, 19^" dia. Now if our answer is correct the ratio of the calculated H.P. to the L.P. should be 3 : 5 = or -6 to i. Ratio of 19^ (H.P.) to 32 (L.P.) = -^~ = -6 to i, which proves the work. Proportion is best treated by the simple equation (see p. 164), when any one of the quantities can be easily obtained. But from the foregoing calculation we can deduce a rule which will suit all ordinary cases. It is seen in the above that H.P. = L.P. x . Now numbering the terms in the proportion H.P. : L.P. 1:3:5, from left to right as No. i, 2, 3, and 4, then No. i == ^^ No> 3 . Should the given ratio be written so that the required quantity is No. 2, then the ratio should be reversed as in Ex. 77. Example 75. Brass is an alloy of copper and zinc; how much copper must be mixed with 80 Ibs. of zinc when the ratio of copper to zinc is 7:3? Copper : Zinc : : 7 : 3 -, Zinc x 7 Then copper = - gg- x -Z = ,867 Ibs. When the given ratio is stated as " so much to i," then the i will have no effect on the result, so that only one operation, instead of two as above, is required. Example. 76. The ratio of the lengths of connecting rod to crank in a steam engine is to be 4-5 (i. e., 4-5 : i). Find the length of the connecting rod if the crank is 8". Connecting rod : Crank : : 4*5 : i Then connecting rod = 84 ARITHMETIC FOR ENGINEERS Example 77. The efficiency (i. e., the ratio of the output to the input) of a transmission gear is '87. Find the input if the output is required to be 35 horse-power. output : input : : -87 : i Input (which is here the 2nd quantity) is required ; then the state- ment must be changed to input : output : : i : '87. Then input = <"*P^ X i __3S = 40-3 h .-p. Example 78. In a triple expansion engine the ratios of the cylinder areas (H.P. : I.P. : L.P.) are to be as 2 : 5 : 13. The L.P. area is 2463 sq. ins. Find the areas of the other two cylinders. Considering first the I. P., we have the proportion I.P. : L.P. : : 5 : 13 Then I.R- k*2L3 = ^XJ, = ^ sq> ^ Now take the H.P. ; we have another proportion H.P. : L.P. : : 2 : 13 TT _, L.P. X 2 2463 X 2 /. H.P.= = = 379 sq. ins. Exercises 20. Proportion. 1. Pewter consists of tin and lead, the ratio of tin to lead by weight being 4:1. If a founder only has in stock ij cwt. (168 Ibs.) of tin and desires to use the whole of it in making pewter, how much lead will be required ? 2. A quantity of sulphuric acid is to be diluted so that the final solution contains water and acid in the ratio of 9 : i. How much water must be mixed with gallon of acid ? 3. The ratio of the L.P. cylinder area to the H.P. cylinder area in a compound air compressor is to be 2*25 : i. If the L.P. area is 113 sq. ins. find the area of the H.P. cylinder. 4. If gun metal weighs heavier than cast iron in the ratio of 505 to 450, find the weight of a casting in gun metal to replace one in cast iron of the same size weighing 14-5 Ibs. What is the increase in weight ? 5. The cylinder diameters of a triple expansion steam engine are to be in the ratio 3 : 5 : 8 (i. e., H.P. : I.P. : L.P.) and the L.P. is to be 42^ diameter. Find the diameter of the H.P. and I.P. cylinders. 6. The areas of the cylinders of a quadruple expansion marine engine are to be in the ratio 1:2-2: 4-6 : 10 (i.e., H.P. : ist I.P. : 2nd I.P. : L.P.). If the area required in the L.P. is 7543 sq. ins. find the areas of the other three cylinders. 7. The ratio of the H.P. area to the L.P. area in a hydraulic intensifier DECIMAL FRACTIONS 85 is to be 35 : 800. If the H.P. cylinder is required to be 154 sq. ins. area, find the area of the L.P. cylinder. 8. A solution for pickling castings is to be made of sulphuric acid and water in the ratio of 4-5 parts water to i part acid. How much water is required for 30 gallons of acid ? 9. Another pickling solution is composed of hydrofluoric acid and water in the ratio of i : 35. What quantity of water must be mixed with 5 gallons of acid ? 10. If the ratio of copper to tin in bell metal is 16 : 5, how much tin must be alloyed with 12 cwt. of copper, assuming no loss in the melting ? Exercises 20a. Miscellaneous Examples involving Decimals. 1. Find the value of the expression 4 " ' -j- ' 2. Find the value of 27(17-4 -f- 2-5) -f- 30 x 6-5 x 11*75. 3. An Avro aeroplane has a total wing area of 330 square feet, an engine of no horsepower, and when fully loaded weighs 1820 pounds. Calculate (a) the loading per square foot of wing area, (b) the loading per H.P. 4. A variable electrical condenser has 22 fixed plates, each 0-032" thick, spaced uniformly o-i" apart. The two supporting end plates are 0-104" thick and are each |" beyond the outside fixed plates. Cal- culate the overall height of the condenser. 5. The loss of liquid by evaporation in a liquid air container is required to be not greater than 10% of the full charge in a period of 24 hours. An actual container on test lost i\ Ib. in 6J hours. If the full charge is 50 Ib. of liquid, calculate the percentage loss in this case. 6. The wing span of a twin-engined aeroplane is 67 ft. 2 ins., and the chord of the wings is 10 ft. 6 ins. Calculate the " aspect ratio," i.e., the ratio of span to chord. 7. A batch of compressed gas cylinders, all of the same size, was weighed after manufacture, the weights being as follows : 10 Ib. 6 oz., 10 Ib. 2 oz., 10 Ib. 7 oz., 10 Ib. 8 oz., 10 Ib. 4 oz., 10 Ib. 7 oz., 10 Ib. 5 oz., 10 Ib. 7 oz. Calculate (a) the average weight of a cylinder, (b) the variation in weight (i.e., the difference between the heaviest and lightest cylinders) as a percentage of the average weight. 8. Calculate the total weight of the instrument equipment of an aeroplane, which requires the following : 2 Air Speed Indicators ; i Pressure Head ; 56 feet of Air Speed Tubing ; 2 Altimeters ; 2 Cross Levels; i Compass Type A; i Compass Type B; i Revolution Indicator; i Flexible Drive for latter, 10 feet long; i Radiator Thermo- meter ; 2 Pressure Gauges ; 2 Watches. The weights of the various components are as follows : Air Speed Indicator . 1-45 Ib. Compass Type A . 4-5 Ib. Pressure Head . . . -25 Ib. Compass Type B . . 6-7 Ib. Air Speed Tubing . . -035 Ib. Revolution Indicator . 2*7 Ib. per foot. Flexible Drive ... -26 Ib. Altimeter . . . . -94 Ib. per foot. Cross Level .... -5 Ib. Radiator Thermometer . 1-25 Ib. Watch -375 Ib. Pressure Gauge . . . '625 Ib. CHAPTER III SYMBOLS AND THEIR USES Symbols and Formulae. To avoid repetition in connection with the weights and measures in every day use, it is customary to use some letter or sign instead of the full name of a unit. Thus " pounds sterling " is replaced by the sign , " dollars " by $, " pounds " (in weight) by Ibs., etc., while every one understands that 5 means 5 pounds sterling, or that 15 Ibs. means 15 pounds in weight. This system is extended to other uses, and signs are employed to denote particular measured quantities. The branch of calculation dealing with these signs, or symbols, as they are called, is usually known as Algebra. The engineer frequently has to indicate that certain quantities or measurements must be added or multiplied, or generally operated upon in various definite ways ; and often this has to be done without giving any actual figures. If words be employed, then cumbersome sentences are obtained, and calculation would be very slow and laborious. But if some sign, say a letter, be used to stand for each quantity dealt with, then any relationship, however complicated, may be easily expressed. For example, taking the statement Voltage = Current x Total resistance Instead of writing this out every time it is required, a shorter statement may be obtained by using letters to stand for the three quantities involved. Let us represent " Voltage " by the letter V, "Current" by C, and "Total resistance" by R, using the initial letters in each case, a method usually adopted where possible. We may then write V = C X R Knowing what V, C and R indicate, then this statement conveys as much information as the former written sentence. The new statement is known as a Formula (plural : Formulae) and the various letters in it are called Symbols. If the value of current and resistance be given for some particular case, we can calculate 86 SYMBOLS AND THEIR USES 87 the corresponding value of V by " substituting " the given values for C and R, and working out the expression so obtained. Thus, if C = 4'5 amperes, and R = 6-63 ohms then V = C X R = 4'5 x 6-63 = 29-8 volts Letters Used. Many kinds of signs may be used, but the simplest are the letters of the alphabet, both small and capital. The latter form should be printed and not written, as they are then clearer, and the formulae are more easily read. Letters of the Greek alphabet, a (alpha), ft (beta), TT (pi), etc., are also used. Further symbols may be obtained by attaching a " suffix " to a letter. Thus a^ (read as " a one ") and T, may be used to denote different quantities from that represented by a and T respectively ; but suffixes are best avoided, as being small they are liable to be forgotten, when confusion would result. Of course, the same symbol should never be used to denote two different things in the same example. It is unfortunate that there is no universal system of symbols for use in engineering work. Thus one man will use / for stress, another q, and so on, while in the same book t will be adopted to denote temperature, as well as thickness. This is confusing, as the same formula has to be considered in two or three different forms. Usually each person keeps some particular letter for each quantity in all his own calculations, and it is necessary to say in each example what the various letters stand for. If this precaution is not adopted considerable confusion may arise, wrong values being substituted and the like. It is noteworthy that an attempt has been made to standardise the symbols for use in Reinforced Concrete calculations, and in Electrical work; and in most engineering calculations there are certain letters employed by every one for certain quantities, e.g., IT (pi) for a constant used in circle calcula- tions, " g " for the " acceleration due to gravity/' etc. Signs of x and -f-. When dealing with letters, the multiplica- tion sign x is almost invariably omitted, the letters being written close to one another, so that C X R would appear as CR. This is perfectly understood for letters, but it must be remembered that the same scheme cannot be employed for numbers. Thus 46 cannot mean 4x6. The original intention was that a dot (.) should be placed between the symbols multiplied ; thus C X R would appear as C.R, but the dot being very small, it is not a difficult matter to forget to write it, especially as its omission does not alter the value of the expression. The dot is, however, sometimes used with 88 ARITHMETIC FOR ENGINEERS numbers ; thus 4.6 means 4x6, but its use in such a manner is not advisable. The algebraic method just mentioned may be adopted whenever a letter and a figure are to be multiplied together. Thus 30 (read as " three a ") means 3 x a, i. e. t 3 times a t = a + a -\- a or 3 + 3 + 3 + 3+ until there are " a " threes. Of course in this last case we cannot say how many threes there are unless we know the value of a. Similarly wl = w x / i. e., I + / + / + I . . . w times or w + te>+ w + w . . . I A common example of this nature occurs in connection with a beam supporting a " uniformly distributed load/' i. e., a load spread evenly over some distance. At a, Fig. 15, the load is spread evenly Load = ur lb pe-v \ \ - ur \bs ptr foot i i I 1 \ \ i i ] I 1 I r 1 1" fl. "\ l FT L_ b F Fig. 15. Uniform loading of Beams. over a portion of the beam. If the intensity of the loading, i. e. t the load upon i ft. length, be w Ibs per ft.., then on i ft. the load will be w Ibs. 2 2.W j* >* ii i> O"' i 4 . 4^ / ft. the total load will be Iw Ibs. or wl Ibs. Then if w were ij tons per ft., and / were 18 ft., the total load would be ij X 18 = 27 tons. At b t Fig. 15, the total load = wL, where L = span. This statement is true for any kind of beam, with any span and any intensity of loading. The system may be extended to three or more quantities. Thus 2irrn means 2 x n x r x n. The symbols need not be written in any particular order, since the order in which a multiplication is carried out does not affect the result. Thus 2irrn is the same thing as irn2r or rznw. It is SYMBOLS AND THEIR USES 89 usual, however, to retain a particular order in any formula, as it is then more easily remembered. It is also customary to write the figures before the symbols. In expressions of this type the number in front of the symbols is called a coefficient, and is, of course, a constant quantity. When an expression contains no co- efficient, then a " I " must be understood and not nought. Thus ab means lab wly ,, iwly and so on. The division sign ~ is seldom used, the fractional method of writing being preferred. This gives a more compact form of state- ment than the sign 4-, as can be seen from a comparison of the following expressions : 4 3_ w hi cn equals 66 x 4 X 36 ~ (100 x 11-3) IOO X 11*3 and - which equals TWN ~ 33000. 33000 H WL Similarly # denotes that the result of W x L is to be divided by the result of a x A. Signs of + and : Brackets. These signs are used in algebra in exactly the same manner as in arithmetic. Thus s + L means the addition of the quantities represented by s and L. Simi- larly W w + b means that w is to be subtracted from W and then b added to the result. In any "expression" (i.e., mathe- matical statement) the signs of + and separate the various quantities into groups of symbols called " terms/' Thus in the Pi; 2 P t> 2 expression H + ^ -f- , the terms are H, ^ and . F G ^ 2g' G 2g The remarks made in Chap. I on brackets (p. 29) and on the order in which multiplication and addition operations are to be performed (p. 30) must be observed when dealing with symbols. When brackets appear thus (d i)(r + 2), then the results of the brackets are to be multiplied together. Simple Evaluation. The evaluation of formulae by sub- stitution, i. e., finding the value of the expression when certain values are given to the symbols, is an important piece of work, and some simple examples will be given here. In all cases the reader is advised, when working through the exercises, to copy closely the method of stating the work shown in these examples. * A, Greek letter "delta." go ARITHMETIC FOR ENGINEERS The first step should merely be the substitution of the given values in place of their symbols. Example 79. If E is the voltage supplied to an electric circuit, EC and C is the current in amperes, then the power supplied is kilo- watts. Find the power supplied when E no volts and C = 25 amperes. EC no x 25 _ ^_ . - __3 with values substituted IOOO IOOO = 2 '75 kilowatts Example 80. The M Modulus of Elasticity " in tons per sq. in. WL of a bar of metal is given by the formula , where W = load on J #A bar in tons : L = length of bar in inches : a = area of cross section in sq. ins. : and A = extension in inches. Find the Modulus when W = 5 tons, L = 8", a = -44 sq. in. and A -0067 in. WL ^ 5 X -0067 00295 Approximation. 2 5 j m -. if = i - 4 about 14000, = 13600 tons per sq. in. Example 81. The voltage required to maintain an electric arc is a + fcL -| -- -t where a, b, d and e are constants found by experi- v^ ment : L == length of arc in millimetres : and C = current in amperes. If a = 39, b = 2'i, d = 11-7 and e = 10-5, find the volts necessary for an arc 5 millimetres long with a current of 10 amperes. Voltage required = a + bL + 39 + I0 . 5 49-5 + 6-42 = 55'92, say 55-9 volts. Note. The X operations must be done before the + operations. Also the division line is a bracket; hence the addition above it must be carried out before dividing by 10. SYMBOLS AND THEIR USES 91 Example 82. The horse-power (h.-p.) per cylinder of a petrol engine can be calculated from the formula : h.-p. = '45 (d -f s)(d 1*18) where d = dia. of cylinder in inches, and s = stroke. Find the h.-p. for an engine of 3 -23" dia. and 5" stroke. h.-p. = -45 ( d + s )( d " i'i8) = -45 (3*23 -f 5)<3'23 1-18) = -45 X 8-23 X 2-05 = 7-6 h.-p. Exercises 21 . On Simple Evaluation : x and -r . 1. If C is the current in amperes in an electric circuit, and R the resistance in ohms, then the voltage necessary = CR. Find the voltage if C = 35 amps, and R = 2*48 ohms. 2. The weight (grammes) of metal deposited in electro-plating = eCt where C = current in amperes, t time in seconds that current flows, and e is a number depending on the metal deposited. Find the weight of copper deposited when C = 22*5 amps., t = 1800, and e '000328 for copper. 3. The formula Dwr refers to the " power " of a lathe. Find the " power " in each of the following cases : (a) Small lathe : D == 8, w = i J and r = 7; (b) Large lathe : D = 38, w = 3 and r 14. 4. The speed of a belt in feet per minute is given by the formula TrDN, where ir = 3-14, D = dia. of pulley in ft., and N = revs, per min. of the pulley. Find the speed when D = 3-5 ft. and N = 140 revs. 5. The formula ~Eaat refers to the force exerted by a metal bar when heated. Find the force exerted (Ibs.) by a wrought-iron bar if E = 25,000,000, a = 3*1, a = -0000066 and t = 300. 6. Find the value of the expression 2*wLI (a formula used in con- nection with alternating electric currents) when IT = 3-14, n = 87, L = -02, and I 65. 7. If a load of W Ib. stretches a bar a distance of A inches, then FA the work done in inch-pounds is equal to . Find the work done if F == 24000 and A = '0075". 8. The area of a certain geometrical figure is \lh sq. ins. when / = length in inches and h = height in inches. Find the area when / = 9 and h = 4*8. 9. Find the value of the formula Iw^w^ which relates to a gyro- scope, when I = i '5, w l = '0785, and w 2 == 210. 10. If W tons is the total distributed load on a girder and / is the length of the girder in feet, then the " Bending Moment " in tons f ee t JLL:. Find the bending moment for a girder where W = 75 tons and I = 22'5 ft. 2 f 11. The number of poles required in an alternator is - J - where / = frequency of current and n = revs, per sec. Find the number when / = 60 and n = 2-5. 92 ARITHMETIC FOR ENGINEERS A h 12. The formula ~- occurs in connection with the strength of A beams. Find its value when A = 3-6, A r = 1-67, h = 5-5. 13. The resistance of any electrical conductor is ohms, where / = length, a = its area and 5 a figure depending on the material. Find the resistance where / = 36000, a = -00181, and 5 = -00000066. 14. The expression =- gives the minimum thickness of a hydraulic pipe, where p = pressure in Ibs. per sq. in., r radius in ins., and/ = safe stress in material (Ibs. per sq. in.). Find thickness / when p 750, r = 2'5", / = 2500. prJ-J 15. Find the value of the expression ~- t which relates to a centrifugal pump, when g = 32, H = 12-5, V = 27-5, and v = 23. A 16. The formula K = . refers to electrical condensers. Find K 4?r( when k == 2'2, A = 9-75, TT = 3-14 and t = -15. 17. When measuring resistances by a Wheatstone Bridge we have the formula x = - ^~. Find the value of x when R = 287, Rj 1000, K 2 and R 2 = 10. 18. The H.P. of a steam engine is given by the formula when p = mean effective pressure, a = cylinder area, L = length of stroke and N number of working strokes per min. Find the H.P. when p = 22-5, L = 1-75, a = 113 and N = 220. 19. When measuring the B.H.P. of an engine we have the formula 2?rRNW B.H.P. = - - where TT = 3-14, R = radius of brake arm (ft.), N revs, per min., and W = load supported (Ibs). Find the B.H.P. for a petrol engine when R = 2-5, N 1250, and W = 5-3. 20. The B.H.P. of a three-phase motor is given by the formula 1-732^7? ^ w here p = power factor, 77 = efficiency, E == voltage, C = current. Find the B.H.P. of a motor when p '8, 17 = -93, E = 107, C = 35. Exercises 22. On Simple Evaluation, x and -f- with 4- and . 1. If the thickness of plate in which a hole is to be punched is /in. and d is the diameter of the punch, then the diameter of the hole re- quired in the bolster is d -j- ^ . Find what size of hole is required if a J" dia. hole is to be punched in a J" plate. (N.B. Work in decimals.) 2. The diameter of tapping hole for a Whitworth bolt is d 1-28 p, where d = bolt dia., and p pitch of screw. Find this value when d == -75" and p = !". 3. The total heat of steam (H) at *F. is very nearly 1082 -f- ^l. Find H when / = 345. 4. The latent heat of steam at *F. is very nearly 1114 -7*. Find the latent heat when t = 330. SYMBOLS AND THEIR USES 93 5. The total heat in i Ib. of wet steam is S -f #L, where S = sensible heat, x = dryness, and L = latent heat. Find the total heat when S = 310, x '93 and L == 896. 6. The maximum speed allowable (ft. per min.) when cutting cast iron with high-speed tools is given approximately by the following formulae : Soft cast iron 115 1300 a; hard cast iron 40 4000, where a area of cut. Calculate the speed in the following cases : (a) cutting soft cast iron, area of cut = -0124 sq. in.; (b) hard cast iron, area of cut = -046 sq. in. 7. The circumference of an ellipse may be obtained approximately from the formula i-8aD -f 1-315^, where D = long axis, and d = short axis. Find circumference when D = 2-5 and d = 1*5. 8. The dimensions of American countersunk- head screws are calculated from the following formulae (sec Fig. 16) : D = zd -ooS ; d -008 , . . H -015 ; A = 3 where d = diameter of screw. Calculate the values of D, H, w and h for a screw " dia. 9. The piston speed of a petrol motor is given as 600 (r -f- i) ft. per min., where r ratio of stroke to diameter. Find the speed if v = 1-25. 10. If E is the E.M.F. of a battery, r its own resistance, and R the resistance through which it is supplying current, then the current C is given by the formula C = T^T- Find C when E = 2-5, R = 5-7, and r = O2. 11. When measuring the flow of water in a stream by a notch the following formula is met with : C = -57 H -- r^. Find the value of C if B = 3 and W = 15. 5/ IoW zR 12. The " velocity ratio " in a Wcston pulley block is ^ _ where R is the large radius, and r the small radius, of the compound pulley. Find the velocity ratio if R = 3-5 and r = 3*25. 13. If C is the temperature on the Centigrade scale, the corresponding Fahrenheit temperature is % C -J- 3 2 - Find this value if C = 85. 14. The current delivered by a number of cells connected in series is -Ty^V amperes, where n = number of cells, E = E.M.F. of i cell, L\. -j- tTY Y = internal resistance of i cell, and R = outside resistance. Find the current delivered by 57 cells if E = 2-7, R = 2*3 and r = '03. 15. The coefficient of friction in a pipe carrying water is '0075 i + ^ where d is diameter in inches. Find this value when d = 9". 16. The expression h{ ^ l -j gives the cross-section of a chimney under certain conditions. Find the value of the expression when h = 100, d = -0761 and d l = -0414. 17. A formula for the allowable working stress under live loads is - . Calculate the value of the expression when / = 6, W = 7, and w = 2. 94 ARITHMETIC FOR ENGINEERS 18. The expression . T_ , occurs in certain investigations on the strength of materials.* Find its value when h = 15, a = 2-5, and 19. The weight of a girder before designing may be obtained from the expression J^ i tons. For a particular plate-web girder w = 50, r = 12, c = 1300, / = 45, / = 6-5. Find its weight in tons. 20. If a wire rope contains n wires, each d ins. dia., then the diameter of the rope is approximately -f- yd. Calculate this diameter if n = 72 and d -064. 21. The expression (p + '38) (v -41) relates to the expansion of steam. Find its value when p = 165 and v = 2-7. 22. The rating formula used by the Society of Motor Manufacturers for a petrol engine is 'if)^d(d i)(r -f 2) H.P. per cylinder, where d = cylinder dia. in ins., and r ratio of stroke to diameter. Calcu- late this H.P. when d 3-23 and Y = 1-55. \yrjr f s i c \i 23. The expression - 1 ~, /J is used in connection with a L,nt) drop test for materials. Find its value when W = 103, F = 5, s = 2-8, c = -57, L = 36, / = 2 and 6 == i. 24. The expression / (i ec) tons is a formula relating to long columns. Find its value when/ = 6, e == -0053 and c = 95. 25. Cochran's evaporation formula is E = 26(G L^ , where E Ibs. of water evaporated per hour, G = grate area in sq. ft., and H = heating surface in sq. ft. Find E for a boiler where G = 14 and H = 250. Powers and Indices. When we wish to indicate that a quan- tity is to be multiplied by itself, as for example in certain calculations with circles where the diameter has to be multiplied by the diameter, we could write " d d " if d stood for the diameter, meaning of course d X d. But in such cases, when the quantities multiplied together (i. e., the factors) are the same, a shorter method of statement is used. The symbol for the quantity is only written down once, and a small figure is placed at its right-hand top corner to indicate the number of symbols which are to be multiplied together. Thus the fore- going statement " d d " would be written as d 2 , to indicate that two d's are multiplied together. This small figure is called an index, or "exponent/' while the quantity represented by a symbol to- gether with an index, is said to be a " power " of the symbol ; thus d 2 is a power of d. The index ( 2 ) is used when two of the same quantities are to be multiplied together, 3 when three of the same quantities are to be multiplied together, and so on. * See p. 87 for use of dot as a multiplication sign. SYMBOLS AND THEIR USES 95 Thus we have d 2 = d x d, i. e. t two d's multiplied together, (Read as " d squared " or " d to the second power.") If d = 3, then d 2 = 3 X 3 = 9. Similarly x 2 = % X x, and so on. d 3 = d x d x d, i. e., three ^'s multiplied together, (read as " d cubed " or " d to the third power/') If d = 3, then d* = 3 x 3 X 3 = 27. R 4 =RXRxRxR (read as " R to the fourth," meaning " R raised to the fourth power"). The index must not be confounded with a suffix, mentioned on p. 87. The index is placed at the top, but the suffix at the bottom of a symbol ; also the actual figure of an index has a definite mathe- matical meaning, while that of a suffix has none. It must be clearly understood that an index is not the same as a coefficient. Thus % 3 is not the same as 3*. For # 3 = % x x x x , i.e., three x's multiplied together, but 3* = % -f- % -j- x t i. e., three x's added together. Let x = 4, then x 3 = 4 3 = 4 X 4 X 4 = 64 but 3x = 3x4 = 12 showing a considerable difference. Similarly d 5 is not 5^. For let d = 3, then d* = 3* = 3 X 3 X 3 X 3 X 3 (i. e., the product of five 3's) = 27 x 9 = 243 whereas $d = 5 X 3 = I 5- The indices met with in practical problems are neither numerous nor large. The index 2, representing the " square," is the most common. It occurs in all calculations dealing with areas of circles, and in many others besides. It is useful to remember the " squares " of the simpler numbers as given in the table on p. 101. The indices 3 and 4 are less common, but still find a prominent place in connection with the strength of shafts and beams, among other things. The 5th power is found in hydraulic work. Indices beyond 5 are not common, and are usually only introduced for convenience in calculation. Mathematically an index may be of any form and 96 ARITHMETIC FOR ENGINEERS size whatever, but only the whole number form will be considered in this book. Certain peculiarities met with are worth noting. Thus i raised to any power whatever = i. For example i 2 = i x i = i i 8 =1x1x1x1x1 = i, etc. Similarly o raised to any power = o. Also a number raised to the first power is not altered, since the first power of any quantity is just the single quantity. Thus x l = x and 3 1 3. For this reason the index i is not written. If 10 be raised to any power such as we have been dealing with, the result is always a number composed of a i and some noughts, the number of noughts being the same as the index. Thus lo 1 = = io, i. e. y i nought 10 2 10 x 10 = 100 2, noughts 10 3 = io x io x io = looo ,, 3 10 4 = io x io x io x io = 10000 ,, 4 Where large numbers such as 10,000,000 are required in formulae, it is customary to replace them by their corresponding power of io, to simplify the appearance of the number. Thus the formula for the Electromotive Force (E.M.F.) of a dynamo is stated as PFNZ, u . PFNZ u A ... . Yo ~~ V ltS ' meanm 100,000,0^ volts ' A11 that ls nece ssary is to count the number of o's after the i, which gives the index to be written above the io. Expressions of the forms 3r 2 , a*b, etc., are of frequent occurrence, and it must be noted that the index applies only to that symbol against which it is placed, unless brackets be used. Thus 3r 2 (read as " 3 r squared ") means 3 times the square of r = 3 X r X r. It does not equal 3? x 37, which would be the square of y t and would have to be written as ($r) 2 and read as " 3? in brackets, squared/ 1 or " 37, all squared." The bracket indicates that every- thing inside it must be considered as one quantity. Similarly a 2 6 (read as " a squared b ") means the " square of a " multiplied by b, and therefore = a x a x b. It does not mean ab x ab, which would be the " square of ab" t.e. t (ab)*. Similarly 51* = ^xrxrxr; But (5r) 3 = 5r x 5' X 5r SYMBOLS AND THEIR USES 97 The difference in meaning may be further shown if we use some figures. Thus, let r = 2. Then $r* * 5 X 2 3 = 5x8= 40. But (5?) 3 = (5 x 2) 3 = IO 3 = IOOO. Taking the statement (5?) 8 = $r X $r X 5r, this, of course, = 5XfX5XfX5Xf. Since the multiplication may be carried out in any order, we may write 5X5X5XfXrxr, '. e., 5 3 x f 3 = I25r 3 . Hence to simplify an expression such as (5r) 3 raise each quantity inside the bracket to the power outside. Then evaluate the powers of the numbers. .'. (5') 8 = 5 3 ^ = 125;*. When all the quantities inside the brackets are symbols, then only the first sentence of the above rule can be obeyed. Thus (ab) 2 = a 2 b 2 and nothing further can be done. The expression a 2 b 2 is no simpler than the one (ab) 2 when it stands alone ; but when it forms part of a larger expression then the form a 2 b 2 is to be preferred, as other simplifications may then be carried out. Collecting, for comparison, some of the foregoing statements showing the factors in full a 2 b = a X a X b ab 2 = a X b X b (ab) 2 = abxab = axaxbxb~ a 2 b*. Then if a = 3 and & = 4 a 2 b = 3 2 x 4 = 9 X 4 = 36 ab 2 =3 X 4 2 = 3 X 16 == 48 (ab) 2 = a 2 b 2 = 3 2 x 4 2 = 9 X 16 = 144. Example 83. Find the value of the following expressions : (a) f 4 , (b) v, (c) 4 2 , (d) ( 4 a) 2 , (e) z<5p*, (f) (2- 5 p) 2 t when the symbols have the following values : a = 3, r = 4, p 2-5. (a) r 4 = 4* = 4 X 4 X 4 X 4 = 256. (6) 4' = 4 X 4 - 16- (c) 4 a = 4 X 3 s == 4 X 9 = 3^. (d) ( 4 a) 2 = (4 X 3) 2 = 12* = 144. or = 4 2 a 2 = i6a 2 == 16 X 9 = 144. (e) 2-5/> 2 = 2-5 X 2-5 2 = 2-5 X 6-25 = 15-625. (/) (2'5^) a = (2'5 X 2- 5 ) 8 = 6-25* = 39-0625. U 9 8 ARITHMETIC FOR ENGINEERS bd* Example 84. Find the value of the expression - . a formula relating to the strength of beams, when 6 = 3, d = 5. bd 3 3 X 5 3 $ X 125 . __-_^ ~L i ^L ai2 | N. 4 Example 85. The formula *tt gives the safe stress in tons per sq. in. in a column, under certain conditions. Find the value of the expression when ir 3-14, E = 13400 and C = 95. Approximation . 3x3X1 UU 5x1x1 UU = = 2 approx. 3 -4^X^13^00 ~5~xT5 S s^L^JLM ? 1321^ -y^ 9^5 " ~ iJiw Top line = I32I24 . - say 132100 2-93 tons per sq. in. _ ,, , -23 K * Bottom line = 45125 say 45100. P v 2 Example 86. The expression H-j-i-H is very important in hydraulics. Find its value when H = 15, P 2200, G = 62-5, v = 4, and g = 32. H -h 7* H = 15 4- ^ 4- - Cr 2g ^ 62-5 2 X 32 = J 5 + 35^ + ^ = J 5 + 35'2 + -25 = 50-45- Example 87. The strength of copper alloys at high temperatures is given by Unwin's formula : / = a b(t 60) 2 . Find the strength (tons per sq. in.) of rolled brass, when i = 500, a = 24*1, and b = -000028 / = a b(t 6o) 2 = 24-1 -000028(500 6o) a = 24-1 -000028 X 440 * = 24-1 -000028 X 193600 = 24-1 5-42 = 18-68, say, 18-7 tons per sq. in. Exercises 23. On Evaluation with Powers. Write out the factors of the following : 1. 4 3 , io\ 3*, -2 3 , - 5 a , io 5 . 2. r 2 , Z>*, a 3 , h*. Find the values of the following expressions when a = 3, 6 = 2, R = 4, and p = 1-5. H. (i) a'; (ii) ^a. 4. (i) R'; (ii) 3 R. 6. (i) 2p; (ii) p*. 6. (i) a 4 ; (ii) 40. 7. (i) 56; (ii) 6 s . SYMBOLS AND THEIR USES 99 Write out the factors of the following expressions : 8. (i) c 2 r; (ii) cr 2 ; (Hi) c 2 r*; (iv) (cr) 2 : (v) What do you notice about (ih) and (iv) ? 9. (i) 2M 2 ; (ii) 3M 2 ; (iii) (aM) a ; (iv) (3M) a . 10. (i) a*r; (ii) a? 3 ; (iii) aV 3 ; (iv) a 3 * 2 . 11. (0 3 2 ; (ii) 3np 2 ; (Hi) 3" 2 /> 2 . 12. (i)3(/>) 1 ; (ii)(3) 2 />; (i") (3") 2 . Find the values of the following expressions when T = 3, e = 2, # = 3, V 10, C = *5, w = 12, / = -i. 13. (i) T 2 C; (ii) TC 2 ; (iii) T 2 C 2 ; (iv) (TC) 2 . 14. (i) 4 C 2 ; (ii) 2C 2 ; (iii) ( 4 C) 2 ; (iv) ( 2 C) 2 . 15. (i) e*x\ (ii) ex*\ (iii) * 2 * 3 ; (iv) e*x*. 1G. (i) ?>wH\ (ii) iwl 2 ; (iii) 3 w 2 / 2 ; (iv) $(wl}\ 17. (i) (2V) 3 C; (ii) (2VC) 3 ; (iii) 3W; (iv) 3 PV. 18. The area of a circle is given by the formula -785 D 2 if D is its diameter. Find the area (sq. ins.) if D = 2 5". 19. If Y is the wave resistance of a ship's model when towed in an experimental tank and k is the number of times the ship is bigger than its model, then the wave resistance of the ship itself is k 3 r. Find this value if k 40 and r = 1-76 Ibs. 20. Find the value of the expression A 2 & 2 , which relates to the strength of a beam, when A 2 = 2-22 and h = 5-7. 21. Find the value of the expression J I o> 2 , which refers to flywheels, when I = 47-2 and = 35-7. C 2 22. The safe load in tons on a white manilla rope is where C = F 30 girth in inches. Find the safe load for a rope of i J" girth. 23. The H.P. of a petrol motor (i cylinder) may be roughly esti- d 2 s mated from the formula - > where d = diameter in ins., and s = stroke in ins. What is the H.P. when d 3-3 and 5 = 3*74? bh* 24. Find the value of the expression , which refers to the strength of beams, when b = 7-5 and h = i-i. 25. The " kinetic energy " (i. e. t energy of motion) of a body weigh- vuv 2 ing w Ibs. and moving at v ft. per sec. is where g = 32. Modern rifle ammunition carries a bullet weighing -0249 lb., which leaves the muzzle with a velocity of 2440 ft. per sec. Find the kinetic energy of the bullet (ft. Ibs.). 26. The H.P. of a low-pressure fan for ventilation is given by the Q 3 expression '0000115 g- 4 where Q = cu. ft. of air per sec., and D = dia. of fan in ft. Find the H.P. required for a fan 4-5 ft. dia., delivering 250 cu. ft. per sec. 27. Henderson's formula for the rating of a petrol engine is 2d 2 (f H- i) where d = dia. in ins., and r = stroke ratio. Find the rating when d = 4*5, and r 1*15. 23. The copper loss in a transformer is C^ R t + C a 2 R 2 where ioo ARITHMETIC FOR ENGINEERS G! and R, are current and resistance of primary winding, and C 2 and R, current and resistance of the secondary. Find the loss when Cj = 20, C 2 =i, R! = -08, and R 2 = 1-8. 29. White and Poppe's formula for the weight of a piston and con- necting rod in a petrol engine is -037 (d + 1*9)* Ibs. Calculate the weight for a case where d = 4-02*. 30. Burls' formula for a purpose similar to that in Ex. 29 is o8d s (i -f *i5f) + 1-5 Ibs. Calculate the weight for a car engine when d = 3 > i5 / " and r = 1-5. 31. The greatest stress in a thick cylinder under internal pressure R2 _L. Y 2 is p R2 _ a . A cylinder has R = 9 and r = 6 while p = 750. Cal- culate the greatest stress. 32. When measuring the power in an alternating current circuit by the 3-voltmeter method we have Power = ~V 2 - Vj 2 - V a a watts. - Vj 2 - V a a ) Calculate the value of the power when C = 6-5 amperes, V = 218 volts, V, == 68 volts, V 2 = 156 volts. 33* The formula J la -- j refers to radial-arm bogies on locomo- tives. Find the value (ft.) when a = 12 ft. and b = 6-75 ft. Square Root. Consider the statement d x d = d 2 . We have already seen that d 2 is called the " square " of d, and that if the value of d be known then the value of d 2 can be obtained. Thus if d = 4, then d 2 = 4 X 4 = 16. Now in many cases our calculations will give us the value of an expression like d 2 , from which we have to obtain the value of d. Thus we may require the value of d when we know that d 2 = 16, that is to say we require the value of some number which if multi- plied by itself will give 16 as the product. Now we know that 4 X 4 = 16, hence 4 is the number required in this case. Then 4 is said to be the " square root " of 16. The square root of any quantity A is that quantity which, if multiplied by itself, gives A as product. Thus i is the square root of I because I X I = I 2 4 2x2=4 i* 3 * i >* * 9 3 X 3 == 9 4 .. l6 4X4 = 16 Similarly, from our previous work on powers, we know that d X d = d 2 , therefore d is the square root of d 2 ab X ab = (ab} 2 ab (ab} 2 or a 2 b 2 . SYMBOLS AND THEIR USES 101 In formulae the words " square root of " are replaced by the sign <\/ . The horizontal line extends over all the quantities of which the square root has to be taken. Thus we write ^/z$ = 5 because 5 X 5 =25 V/ioooo = 100 because 100 x 100 = 10000 = ab ab X ab = The square roots of certain numbers, such as those of 4, 9, 16, etc., are found in the common multiplication tables, and should therefore be known after a moment's thought. Some others, not usually remembered, such as \/ 22 5 === I 5* V3 2 4 = *&> etc., are useful, and are included in the following table : TABLE OF CERTAIN SQUARES AND SQUARE ROOTS. Number. Square Root. Number. Square Root. Number. Square Root. I I 25 5 169 13 2-25 i'5 36 6 196 H 4 2 49 7 225 15 6*25 2-5 64 8 256 16 9 3 81 9 289 17 12-25 3'5 IOO 10 324 18 16 4 121 ii 361 19 20-25 4-5 144 12 400 20 Square. Number. Square. Number. Square. Number. The squares are in the left-hand columns reading from the head- ings at the bottom; square roots are in the right-hand columns, reading from the headings at the top. The square root of a number such as 56 is not given above, as it is not a whole number. Now 7 X 7 = 49, which is less than 56 8 x 8 = 64 greater 56 Hence V$6 is between 7 and 8, i. e., it is 7 and a decimal. Such square roots as these can be calculated or " extracted " by a kind of division as given below. The method can only be applied to decimal numbers. If it be required to find the square root of a number containing a vulgar fraction, then usually this must be first converted into a decimal. To illustrate the method consider the following example. (The mathematical explanation of the method is omitted as being somewhat lengthy.) 102 ARITHMETIC FOR ENGINEERS Example 88. Extract the square root of 22*09. Write the number down with a bracket to its right-hand side ; the answer is to be placed to the right of this bracket. Mark off the figures (or digits) in pairs (called periods) by dashes, starting from the decimal point and working to the right and left. Thus I 22*09 1 ( Consider the extreme left-hand period, the 22. Find mentally or from the table the highest whole number whose square is not greater than 22 ; in this case it is 4. Place this number (4), in the answer and its square (16) under the period 22. Subtract the square 16 from the period 22, giving 6 as a remainder. The next thing in the number is the decimal point. Therefore place the decimal point in the answer, which, as in ordinary division of decimals, is done when all the figures in the whole number have been dealt with. Bring down the next period or pair of figures, i. e., 09, to the side of the remainder 6, giving 609 as a new number to be divided. Thus '22 -09' (4 16 609 Place a vertical line to the left of the working. Double the partial answer 4, making it 8, and write this 8 opposite the re- mainder 609, on the left of the vertical line. Thus 8 1 22 -09' (4- 16 609 Divide the 8 into the first two figures of the remainder, 60. It will go 7 times. Write this 7 in the answer, and also at the side of the 8 to the left of the vertical line, giving 87. Thus 16 87 609 Now multiply this new number 87 by the last figure put in the answer, 7, and write the product under the remainder 609. Now 87 X 7 = 609. No subtraction can be made, and the example has SYMBOLS AND THEIR USES 103 worked right out. The complete working should now appear thus: '22-09' (4-7 16 609 609 Then, V22-09 = 4*7. This and the following examples should be proved by actual multiplication, i. e., squaring. The above method, if followed strictly, will give the square root of any number whatever. Certain points arise which require a little explanation. When the example does not work out without a remainder, as does the above, then it is usually sufficient to work to 4 or 5 significant figures and to give the result correct to 3 or 4. The extreme left-hand or starting period will often contain only one figure, as in the case of 583*75, which, when marked off in pairs, will appear as 5 I 8375 I . Here proceed exactly as before, treating the figure 5 as a period; i. e., finding the highest number whose square is not greater than 5, in this case 2. When it is found that there are not sufficient figures in the number to " bring down," then noughts may be supplied to the right of the decimal point. Thus, 597 may be marked off as 5 l 97*oo'oo l , the number not being affected by such adding of noughts. It is not absolutely necessary to write the noughts, but care must be taken that they are " brought down " in pairs. To avoid the very probable error of adding only a single o to a re- mainder, it is safer to write the additional noughts, and point them off as shown. Should the last or right-hand period only contain one figure, then a single nought should be added to complete the period. Thus 692*5 should be marked off as 6^2 -so 1 . It is advisable to write a few additional noughts as required. When dividing the first figure of a divisor into the first two figures of a dividend, the former may go exactly into the latter, or very nearly so. Thus, in Example 89, which follows, taking the first division, 4 into 29 goes 7 times almost exactly. In such cases it will usually be found that this result is not suitable on account of the resulting product being too large, and a smaller number will have to be taken. This is shown in the explanations to Examples 104 ARITHMETIC FOR ENGINEERS 89 and 92. To avoid writing any figures which may have to be discarded, it is advisable to jot down each product in a place re- served for scribbling and to test its correctness before writing it in the complete working of the example. Example 89. Find the square root of 692 '5. 46 523 5261 292 276 .... After obtaining this product 1650 place the decimal point. 8100 Proof by Squaring. 26-3 26*3 "789 1578 526 5261 691-69 .'. \/692 -5 = 26-3. Explanation and Notes. The highest number whose square is not greater than 6 is 2. Hence 2 is placed in answer and 2 2 = 4, under the 6. Subtraction gives 2. The next period to bring down is the 92, which is placed at the side of the 2 ; the new dividend is thus 292. Double the partial answer 2 making 4, and write the 4 on the left opposite the 292. Dividing 4 into 29 gives 7, but this is found unsuitable, thus : placing the 7 in the answer and in the new divisor to the right of the 4, we should have 47 X 7 = 329, which is bigger than 292. Hence the next smaller number must be taken, which is 6. Then 6 is written to the right of the 2 in the answer, and also to the right of the 4 on the left, so that the new divisor is 46; then 46 X 6 = 276, which appears beneath the 292. Subtraction gives 16. The next thing in our given number is the decimal point, which is now written in the answer. The third period is the 50, which is brought down to the right of the 16, making 1650. Double the partial answer 26, making it 52, which ap- pears on the left of the 1650. Dividing 5 into the 16 gives 3. The 3 is written after the 52 (making the new divisor 523), and also in the answer after the decimal point. Multiplying 523 X 3 gives 1569. Subtracting gives 81. The next period is oo. Doubling the 263 gives 526, which is placed on the left. Dividing 5 into 8 gives i. Then i is put after the 526 and after the 263 ; and then 5261 X I = 5261. The answer to three significant figures is 26-3. As a proof, 26-3 is squared, giving 691*69 (shown at the side). The error due to using only three significant figures is -81, or about -i% of the original quantity, which error is so small as to be completely ignored. Great care must be taken when a divisor will not go at all into SYMBOLS AND THEIR USES 105 one of the dividends. Then a nought must be placed in the answer, as in the ordinary division of decimals. Example 90. To find ^940. 9 1 40-00' (30-659 606 6125 61309 4000 3636 36400 30625 577500 551781 == 3O-66 Notes. The first period gives 3 in the answer, and leaves no re- mainder. Bringing down the second period, the new dividend is 40. Doubling the 3, the new divisor is 6. Now 6 into 40 will go 6. But placing this with the first 6, giving a divisor of 66, the product would be 66 X 6 which is evidently much larger than 40. Even i is too large, 61 X i giving 61. Therefore the result of the division in this case is o, and this o must be placed in the answer. Bringing down the next period oo, proceed as before. When the number of which the square root is to be extracted is a decimal fraction, then the decimal point is the first thing met with, and is then the first thing placed in the answer. After this the decimal point may be disregarded, the example being worked out as for a whole number, remembering that the " pointing off/' must commence from the decimal point. When dealing with a decimal fraction which commences with one or more noughts, care must be given to the number of noughts which are to appear in the answer, as in the next example. Example 91. To find <\/ -000972. oo'o9' 72*00' (-03117 9 '000972 = '0312 61 72 61 621 1 100 621 6227 47900 435^9 io6 ARITHMETIC FOR ENGINEERS Note. Here the decimal point is first met with; hence it is the first thing put in the answer. The first period is oo ; hence a o is put in the answer. Next period 09, and from there the example is similar to previous ones. A common mistake, in cases such as Example 91, is to obtain the wrong number of noughts following the decimal point in the result. The number of noughts may be checked by the following rule : For every complete period of noughts following the decimal point, there must be a nought after the decimal point in the result. Thus, in the above cases, there is i complete period of noughts in oo'o9'72, and therefore there must be one nought in the result, as shown. The square root of a whole or mixed number is always smaller than the number itself (except with i, for Vi = i). But with fractions the square root is always larger than the fraction itself. Thus, in Example 91, ^'000972 = -0312, the root being much larger than the number. Squaring the result will prove the truth of the statement. It may be found that after subtraction, a remainder is obtained which is larger than the divisor. This would indicate a blunder in an ordinary division, yet it is quite possible in square root. The following example illustrates : Example 92. Extract the square root of 284*5. 2'84'50 I (16-867 26 328 3366 33727 184 156 Decimal point is placed when this product is obtained. 2850 ^ _ ^284-5 = 16-87 22600 20196 240400 236089 Notes. On bringing down the second period the new dividend is 184. Dividing 2 into the 18 the result is 9 exactly, which is dis- carded as being too large. Also both 8 and 7 give products too high. Then 6 must be taken, and we have 26 X 6 = 156; 156 from 184 leaves 28, which is larger than the divisor 26. Now, in ordinary division this SYMBOLS AND THEIR USES 107 would indicate that the figure 6 in the answer was too small, but here it must be accepted, as 7 is too large. This peculiarity is due to the last figure in the answer at each step being placed in the corresponding divisor; thus we have 26 and 6, using the 6, but would have 27 and 7 if the 7 were used. The twofold increase is sufficient to give a product larger than our dividend. When dealing with large numbers which end in several noughts, whose roots are whole numbers ending in noughts, care must be taken towards the end of the working that the decimal point is placed correctly. Example 93. Extract the square root of 7,290,000. 7' 29' oo 1 oo (2 700 4 47 329 /. \/ 7290000 = 2700 329 In this case the decimal point, although not seen, is on the extreme right of the number, hence mark off in pairs from the right. The first and second periods present no difficulty. The subtraction leaves no remainder and the figures in the answer up to this stage are 27. The third period is oo, hence a o is placed in the answer. The fourth period is also oo, hence another o is placed in the answer. This brings us to the end of the number, i. e. t to the decimal point (not placed) and the point comes after the 2700. The result, 2700, can be proved by actual squaring. The three following square roots should be memorised for future use ; and, as an exercise, the reader should verify their accuracy ^2 = 1-414 >/3~= 1-732 J^ = 707. Exercises 24. On Square Root. Extract the square roots of the following numbers. (As these exercises from i to 17 are set as a test of the student's grasp of the method, they should be worked right out.) 1. 11-56. 2. 240-25. 3. 4-41. 4. 841. 5. 84-2724. 6. 110-25. 7. 1624-09. 8. 11881. 9. -6084. 10. -0729. 11. -009025. 12. i -0201. 13. -00000961. 14. 252-81. 15. 2490-01. 16. 102,400. 17. 6,760,000. Work out the following square roots to 4 decimal places and state the answer to 3 : 18. 22-7. 19. 2-61. 20. 2558. 21. 3682. 22. 763-1. 23. 583-7. 24. -09075. 25. -1267. ro8 ARITHMETIC FOR ENGINEERS Evaluation, including Square Root. When square roots appear in a formula the algebraic method of expressing multiplication and division is adopted. Thus -i8\/D means -18 X Square Root of D, -~ means 850 -f- Square Root of P. When the square root of a single quantity only is required in an expression (as in the two cases shown), the root is first found and can then be combined with the other quantities. But when the root sign covers a complicated expression as in A/- L we have the rule : The value of any expression under a root sign must first be obtained before attempting to extract the root. When writing out an expression containing a square root, care should be taken that only the proper quantities are covered, as the inclusion or omission of any quantities will alter the value of the expression considerably. Thus taking ~ and - t the first means that a must be divided by b and the square root of the quotient then extracted ; but the second indicates that the square root of a must first be found, and then divided by b. Similarly, Va + b is by no means the same as Va + b, but carelessness in writing the sign might turn the first expression into the second. If possible, it would be better to write b + Va instead of Va + b. Also Va b (meaning *fa x b) is best written as 'b^fa, as the latter form, unlike the former, cannot be mistaken for Vab. Example 94. The permissible current in an electric cable may be calculated from Kennelly's rule, C = 560 *Jd 3 where C = current in amperes and d = diameter of conductor core in inches. Calculate the current which may be carried by a conductor having a core '16* dia. C = 560 V^ 3 = 560 \/ -004096 tas 560 x -064 =* 35-84 amps. i6 3 = -004096 Extraction of * oo 1 40' 96(^064 124 36 496 496 The value of -i6 8 is first found. Then the square root of the result is extracted as shown. Finally, the root is multiplied by 560. SYMBOLS AND THEIR USES 109 Example 95. The velocity of steam in the nozzle of a steam turbine is given by the formula V = \/2gJ(H 1 H 2 ). Find the velocity when HJ = 1194, H 2 = 1130, and J and g are constants, being 778 and 32*2 respectively. V = V2 X 32*2 X 778(1194 1130) = ^64 -4 x 778 x 64 = N/3, 207,000 = 1791 ft. per sec. ' 349 358 3' 26' 70' 00(1790* I 220 189 3I7 2900 Next figure would be 7 or 8. No need to work out. Example 96. The outside diameter of a hydraulic pipe is given by the formula when D = outside diameter in inches. d inside ,, ,, / = safe stress in the metal, in Ibs. per sq. in. p = pressure of the water, Find the value of D when d = 4", / 2800 Ibs. per sq. in., and p 750 Ibs. per sq. in. / p i-73'oo' (1-315 i /28oo + 75 V 2800 750 4 ^2<r 23 73 4NAT 7 73 4 X I-3I5 = 5-26* 261 400 261 ? $ to the next largest J* 2625 13900. Exercises 24 (contd.). On Evaluation with Square Root. 26. If an observer is situated with his eye h ft. above sea-level the distance of the apparent horizon in nautical miles is Calculate this value when h = 38 ft. no ARITHMETIC FOR ENGINEERS 27. When calculating the size of steam pipe required for a steam engine the velocity of the steam (ft. per sec.) is given by the expression ~^~ where P = pressure in Ibs. per sq. in. Calculate the velocity if p = 130 Ibs. per sq. in. 28. The expression g- VF gives the diameter (ins.) of a steam engine piston rod where D = cylinder diameter and P = boiler pressure. Calculate the rod diameter when D = 33" and P = 150 Ibs. per sq. in. 29. The Lanchester formula for petrol engine rating is f ^d 2 \/r where d = cylinder diameter in inches and v = stroke ratio. Find the rated H.P. of an engine when d = 3-5* and r = 1*285. 30. Find the value of the expression A 'o6\/A, which relates to chimney stacks, when A = 12-6. 31. In locomotive boilers the thickness of the firebox plates is /P calculated from the formula T = \/ i, where P = working pressure in Ibs. per sq. in. and T = thickness in sixteenths of an inch (i. e. t if T is 9, plate is &" thick). Calculate the thickness required for a boiler to work at 175 Ibs. per sq. in. 32. The thickness_pf a steam engine cylinder may be calculated from the formula - + "015!^ when D cylinder diameter in ins. Calculate the thickness of a cylinder 33" dia. Give your actual result and also the result to the next ^ 6 ". 33. Find the value of the expression Jd^, which relates to the inertia of links in machines, when d = 12 and d 2 = 21. 34. If / is the length of a pendulum in ft. then the time of a double swing in seconds is 2ir\/ - where * = 3-14. Calculate the time when / = 3-26 ft. 35. The permissible current in an electric conductor may be obtained from the formula 138^^ amps, where d = dia. of core in centimetres. Calculate the current allowable when d = -64 cms. 36. The expression \// 2 r 2 refers to an engine governor. Find its value when / = 1-25 and r = -85. 37. The expression B -f \/B 2 -+- T 2 occurs in shaft calculations. Calculate its value when B = 4-55 and T = 5*73. 38. If a trolley wire / ft. long be hung between two poles L ft. apart, then the dip at the centre of the span in feet is -6i2\/L/ L 2 . Calcu- late tjie dip for a wire 120-1 ft. long hung between two standards 120 ft. apart. p /L S / 39. The expression \J ^ relates to the movement of a 2 1^ 2 slide valve. Find its value when T = 5-5, L = i, S = -75 and / = '25. Other Roots. Besides square root we have to deal with Cube Root, Fourth Root, Fifth Root, etc., all of which involve an idea similar to that of square root. SYMBOLS AND THEIR USES m Thus, 2 is the cube root of 8 because 2x2x2 = 8, i. e. t because 8 is the cube of 2 ; 3 is the cube root of 27 because 3 X 3 X 3 27. Similarly 3 is the fourth root of 81 because 3x3x3x3 = 81, i. e. t because 81 is the fourth power of 3. Thus, the cube root (or fourth or fifth root, etc.), of any number A, is such that when 3 (or 4 or 5) roots are multiplied together the result is A. In formulae the root sign V is used in conjunction with a small figure placed immediately outside, near the top, to denote whether the root is cube, fourth, etc. Thus 'v 7 signifies cube or third root tf fourth root t/~~ fifth root When writing these signs the little figure must be small and close to the root sign. If this is not done there is a possibility of it being taken for a coefficient. Then, ^125 = 5 because 5 x 5 X 5 = 125 = ab because ab X ab x db = (ab}* = a 3 6 3 = 10 because 10 x 10 x 10 x 10 10000 = D because DxDxDxDxD = D 6 Therefore %% = a , if a 3 = x i. e., a X a x a x and tfy n t if n 4 y i.e.,nxnxnxn y Roots beyond the fifth are not common in practical problems. It is possible to extract these " higher " roots by arithmetical methods somewhat similar to that followed for a square root, but the methods are so much more complicated and laborious that they are never used. Most engineering pocket-books give tables of square and cube roots for numbers i to 1000, in sufficient detail for practical work. Any root can be quickly and easily extracted by Logarithms. The actual method is dealt with in Chap. VI. Examples involving cube or other roots cannot be evaluated until the reader can use loga- rithms, and will be left until then. H2 ARITHMETIC FOR ENGINEERS Powers of Fractional Expressions. Consider the fraction -. If this is to be squared then it may be indicated in the form //\a /a ( J . It is not correct to write , as the index only refers to the symbol against which it is placed. If the value of / be known the easier method of working is to find the value of - and then square it. But often the value of / is not known, and a different /A 2 form is required from ( ) , to enable further working to be carried out - //v / / Now(-) - JXJ Carrying out the multiplication of these two vulgar fractions in the ordinary way, we should have for the numerator I x I = / 2 , and for the denominator 3x3 = 9. Therefore to square a fractional expression, the numerator is squared to give a new numerator and the denominator is squared to give a new denominator. A similar treatment can be applied to other powers. ~ Thus- All this is contained in the following: To raise any fractional expression to any power, raise both numerator and denominator to that power, to give a new numerator and a new denominator. Then simplify where possible. Example 97. Remove the brackets from the following expressions and simplify where possible. (E \ a E* = J = pa (No simplification possible) SYMBOLS AND THEIR USES 113 o~3 Note here that in certain cases the form would be retained as 27 being useful for cancelling purposes. 60 / 60* 3600 Exercises 25. On Powers of Fractional Expressions. Remove the brackets from the following expressions, and simplify where possible : *.)' 3. (I)' 4. (5)' , 7. (-) 8. IT) 9.11) 10- ('? " /^ \a / v \ 3 16. (|) 17. () 18. Roots of Fractional Expressions. With regard to roots, exactly similar laws apply. When it is required to denote the D 2 . /D 2 square root of, say, this must be written as A/--, care being taken that the whole of the fraction comes under the root sign /D* D t D D D 2 Now A/ = because X -- = \ 4 2 224 Note that 2 = V^ and D = We might write /--, although this form has no value here, yet V 4 in many cases it would be employed. Hence we have the law: To extract a root of a fractional expression find the root of both numerator and denominator to give a new numerator and a new denominator. Then simplify where possible. 9 Vg 3 Similar remarks to the foregoing apply to other roots. Tb^^.W-i Where a root sign covers a product, the expression may be written as the product of the roots of the factors. Thus V^bc = vVx Vb X Vc I ii4 ARITHMETIC FOR ENGINEERS This point is of use when some of the factors have an index the same as the root number. Thus ^fcfb = V^ X = a\/6 since yV = a The form a\/b is much simpler than \/a 2 b Similarly ^"278^ = -^27 X j/S~X % = 3 X ^S X r = 3/ This may also occur in fractional forms. Thus- ii^-VpS-P- lhus V 16 ~ ^/i6 ~ 2 /D*S~"~ Example gS. The expression \J --- is given for the diameter of 4.OOO the exhaust pipe of a steam engine, where D = dia. of cylinder and S =s piston speed. Reduce to a simpler form. x /4 6 3' 2 The result can either be left in this form or, as multiplication is usually more direct than division, it can be slightly modified thus Example 99. The expression \ relates to the flow of water in pipes. In all cases g is a constant quantity and is 32. Reduce to a simpler form. x~~3? _ A /6? -V- Exercises 26. On Roots of Fractional Expressions. Jn each of the examples Nos. i' to 5 the expressions are to be simplified so far as possible. 1. \/~|r~ which gives the speed in revs, per min. of an engine governor of height H ft. 2. VfRT relating to the wheel base on a tramway track. SYMBOLS AND THEIR USES 115 i d^p 3. \/ "~r giving the steam cylinder diameter in a direct-acting v '75P stearn pump. / D 2 P 4. /Y/ which gives the diameter of a piston rod. 5. *j'i2r relating to masonry arches. 6. The velocity of a body falling h ft. is */2gh where g = a constant due to gravity = 32*2. Substituting this value, simplify the expression. 7. In metric units the value of g in the above formula is 981. Reduce the formula by using this value. 8. In connection with water flowing from orifices we have the expression \/~ Simplify this if g = 32. 9. The diameter of a gas engine valve is ^J -y- where S piston speed, V = gas velocity through valve, and D = cylinder diameter. Taking S as 300 and V as 4000 reduce to a simpler form. 10. The velocity of steam issuing from a turbine nozzle is Simplify this if J = 778 and g 32*2. 11. If g = 32, simplify the expression *j2g x 2*3^ which refers to the velocity of water under pressure p. 12. The formula \J --^~ refers to the measurement of voltage by an electrometer. TT and g are constants, TT being 3*14, while g is 981. Substituting these values, reduce to a simpler form. 13. The diameter of a firebox stay bolt is given by the expression v r 8? * n ^ ocomo ^ ve bil ers with copper stays / = 3500 and 5 = 1 6. Substituting values, simplify the expression. 14. The formula A/ - i refers to the thickness of firebox plates. For locomotive boilers S = 16. Substitute this value and simplify. Laws of Indices : Multiplication. When multiplying ex- pressions containing symbols, it will often be found that the same kind of quantities have to be multiplied together, as for example a 2 X a 3 . Now by the ordinary system they would appear as a 2 *? 3 ; but a shorter expression may be employed as shown below. a 2 = a X a and a 3 * = a X a X a Hence a 2 X a 3 means axaxaxaxa i. e. t 5 a's multiplied together. Now this may be written as a 5 Hence a 2 X a 3 a* n6 ARITHMETIC FOR ENGINEERS Note that the 5 = 2 + 3, i. e. t the sum of the indices. Therefore the indices are not multiplied as might be expected for a multiplication, but are added. Thus a 2 X a 3 = a 2 * 3 = a 5 A further proof may be obtained if figures be used. Thus, let a = 3, then a 2 = 9 and # 3 = 27. Then a 2 X a 3 = 9 x 27 = 243 But if a = 3, a 5 = 3 5 = 243 Similarly r* X ?* r z+ * = r 7 Hence the rule : To multiply together two or more powers of the same quantity, write down the quantity and add the indices. This does not, of course, apply to cases of different quantities. Thus in a 2 X & 3 the indices cannot be added or interfered with in any way. The product a 2 X 6 3 can only be written as"fl 2 & 3 . When one of the quantities is of the first power, then it must be remembered that, although not written, its index is I. Thus p X p* = p*+* = p* Similarly x 2 x x = x 2+l = # 3 and n x n = n 1+1 = n 2 The general rule for multiplication of indices applies to any number of powers of the same quantity. Thus r 2 X r X r 3 = r* since the sum of the indices 2, 1, and 3 = 6. (Remember the index i for r). The addition of the indices may usually be done mentally. Example 100. Simplify the following expressions: (a) h x A 3 ; (b) x 2 x x* X x; (c) c X c*\ (d) io 3 x io 5 (a) h X A = A 1 * 8 = / (6) X 2 X AT* X X = tf 2 *** 1 = x^ (c) c x c 4 = c x + = c^ (5) io 3 x io 5 = io 3 + 5 = u Example 101. Simplify the following: (a) r 8 x / X / 2 ; (6) 2 H X H/>; (c) a&* x a*c. (a) r 2 X / X / 2 = y 2 / 1 * 2 = r 2 /! (6) /> 2 H X H/> = 2 X /> X H x H = p z <-* X H 1 + 1 = /> 3 H 2 (c) afc 2 X a 3 c -= a X a 3 x 6 2 X c = a*6 2 c SYMBOLS AND THEIR USES 117 Exercises 27. On Laws of Indices : Multiplication. Multiply: 1. a 3 by a 2 . 2. / by / 2 , 3. N 2 by N. 4. d by d*. 5. r* by r. 6. a 4 by a 3 . 7. H 5 by H. 8. 10 by 10*. 9. io 2 by io 5 . Simplify the following expressions: 10. wr X w. 11. px x x. 12. b 2 X 6 X ft 2 . 13. D x D 4 x D. 14. R 2 x R X R. 15. io x io 2 x io. 16. io 3 x io X io 2 . 17. / 2 T X /. 18. RE 3 x R 2 E. 19. irn X irtt 2 . 20. pd 2 x p X d 3 . 21. #* x #y x yv. Laws of Indices : Division. In a similar manner the division rf powers of the same quantity may be treated. 6 5 Thus, take-p. Now > 5 means 5 b's multiplied together, and & a neans 2 b's multiplied together. Hence g = A*.* X & X * X b b 2 b X b 6 5 Cancelling leaves only 3 b's on top, i. e., v 2 - = ^ 3 But the index 3 is the result of taking the index 2 from the ndex 5, 7,5 - Hence we have the rule : To divide a power by another power of the same quantity, write the quantity and subtract the index of the livisor from the other index. Remember that the indices are not divided but are subtracted. Similarly = _ J p* p X p X r ^> 4 or ~ = /> 4 ' 3 = p l t written as p. Example 102. Simplify the following: H 3 io' , a 5 , A a 2 R (a) TP (6) 55" (C (a) H 3 - 2 = H^ = H (6) = I 08 ' 2 = 21 -> X R- aR' nS ARITHMETIC FOR ENGINEERS Exercises 28. On Laws of Indices : Division. Simplify the following : *w4 S5 /2 T?3 1 2 - a ~- 4 *' w 3 S *' t R 2 O. 5" 6. 7 i. ~ o O ~ ~~ io J ioc^ a 2 ?? y a Z2L- 10 >: 2 ' 2 n io'R I !*. 4 . y ' />d 1U ' rz0 11- io*K io 3 x io a Laws of Indices : Powers. Occasionally we require to find the value of an existing power raised to a power of itself, e. g. the square of a 3 or (a 3 ) 2 . Now just as x 2 = x X x so (a 3 ) 2 = a 3 X a 3 , the a 3 as a whole being like the x. Now a 3 X a 3 = a 3 * 3 = a 6 . Thus (a 3 ) 2 = 6 where, of course, 6 = 3x2., Similarly (a 2 ) 4 = a 2 X a 2 X a 2 X 2 = a 8 ; and 8 = 2x4. The actual operation on the indices of the quantity in the brackets is addition, but at the same time it is essentially a multiplication. Hence the rule : To raise a power of a quantity to some power of itself write the quantity and multiply the indices. This must not be confounded with the rule for the adding of indices. Example 103. Simplify the following expressions: (a) (w 2 ) 3 ; (b) (io 4 ) 2 ; (c) (a 2 r 2 ) 3 ; (d) (np 2 ) 2 ; (e) (a 2 b*)* (a) (w 2 ) 3 i.e., n 2 X n 2 X n 2 = w 2x3 = * (b) (io*) 2 = io lx2 = icy; (c) (aV 2 ) 3 = a 2x3 r 2x3 = a e r e (d) (np 2 ) 2 = w 2xl /> 2X2 = n 2 /)* Exercises 29. On Laws of Indices : Powers. I. Find the 4th power of a 3 . 2. Find the 3rd power of a 3 . 3. 3rd io 2 . 4. ,, ,, square of N*. 5. ,, 5th ,, D 2 . 6. cube of R 4 . Simplify the following: 7. (io 3 ) 2 8. (io 2 )' 9. (R 3 ) 3 10. (w 5 ) 2 II. (r 2 ) 2 12. M 2 ) 3 13. (c 2 d)* 14. (c 2 d 2 )* 15. (a 2 /? 3 ) 2 16. (ap 3 ) 3 17. (io 2 x io 3 ) 2 18. (m 3 />) 4 Substitution of Symbols. It is often necessary to evaluate a formula when the given values are themselves symbols ; the result obtained is another formula satisfying certain conditions. Much of SYMBOLS AND THEIR USES 119 this work requires a knowledge of the rules in the previous sections. Many of the expressions obtained will be of the vulgar fraction form, and cancelling is of great assistance. The method is best seen from the following examples. The student should, first of all, merely substitute. It is only with considerable practice that the processes of substituting and evaluating can be combined. Example 104. In connection with the bending of beams the expression fL/t occurs. Under certain conditions L has the value and h = --. Find by substituting and simplifying, the value of the given expression under these conditions. Given expression = L7t wl * substituting ~ for L and - for A Note. After substituting the new values and cancelling, the frac- tions can be multiplied up in the ordinary way. Example 105. The Marine Motor Association formula for the H.P. rating of a petrol engine is 3-25 A where A = area of the exhaust valve. Now A = -78552* where 5 = dia. of exhaust valve; and, on the average, 5 = -5^, where d = dia. of the motor cylinder. By substi- tuting first for A and then for 5 find the rated H.P. in terms of d, the dia. of the cylinder. H.P. = substituting -78552 for A -d for 5 v Example 106. The expression - - relates to the inertia of moving engine parts. Find its value when v o>r.f Given expression = substituting &>r for D 5 is a Greek small letter " delta/' w is a Greek small letter " omega." 120 ARITHMETIC FOR ENGINEERS Example 107. Find the value of the expression - z when r = The given expression = ^ 7^x2 (writing ^ in place of r j \' ^ ? _ 9 (inverting the divisor and $* ~ P cancelling by p) p Exercises 30. On Substitution of Symbols. Find the values of the following expressions, Nos. i to 8, when n* a = 2tt and x = . 1. ax* 2. a*x 3. a z x* 4. -- 9. If E is the voltage a ad C the current in an electric circuit, the power supplied is EC. Find another expression for the power : (a) when E = CR; (b) when C = ~ 10. In connection with beams the expression ax 2 appears. In a particular case a = bh and x =- . Find the value of the given expres- sion under these conditions. 11. Evaluate ax 2 for the case where a = |BH and x = f B. 12. If v = 3*14, find the value of Try 2 when r ==--. vP 13. Find the value of the expression PV when V = - -. 14. The formula -^- relates to beams, b being the width and h the depth. Find its value for a beam whose depth is twice the width ('.*., h = 2b). 15. The expression^,- gives the thickness of a pipe under internal pressure. When used for water supply it is more convenient to replace >, by - and r by ; if / = 2800, convert the formula to give the r J< 2-3 2 thickness in terms of H and d. 16. Simplify the expression ? x when x | - . SYMBOLS AND THEIR USES 121 17. The expression ~ is of importance in connection with con- tinuous girders. Find its value for the special case where S = - - and y = . ' 2 18. If Q is the charge of electricity supplied to an electric condenser and V = the potential, the energy = JQV. Find the value of this when V = jj, K being the capacity. 7T 2 EI 19. The formula -j^/r-' relates to long columns. A more useful form is obtained by substituting A 2 for I. Perform this substitution. 20. The fraction was met with in a problem on beams, where A = and B = -y- . Substitute these values and simplify. 21. The expression JIw 2 relates to fly-wheels. Find its value if W 2 __ 22. The volume of a ball is $irR* where R = radius. Using diameter, R = . Substitute this value and simplify the formula if TT = 3-142. 23. The expression is connected with beams. For a particular case I = ~ and y = . Substituting these values reduce the given expression. 24. The volume of a ring is *Da where D = mean diameter and a area of cross-section. If the ring is of circular section wire, a = * d 2 if d is diameter of wire. If if = 3-14 find a formula for the 4 volume in terms of D and d. 25. In connection with masonry structures we have the expression K 2 R -,-. For a certain case K = and d == R. Find the value of the d 2 given expression under these conditions. 26. Find the value of the expression in the last example for the , D , . D case where K = and d = . 4 2 27. Connected with the bending of a beam we have the expression ~L For a certain case M = gB 2 H and A = JBH. Substitute these values and simplify. Pv 28. A formula giving the deflection of a beam is ^;. Find the W/ 2 / value of this expression when P = g-, y = -, and H = El. Positive and Negative Quantities. The signs + and are also used in Algebra to denote "positive" and " negative" 122 ARITHMETIC FOR ENGINEERS Fveezmg quantities. Up to the present we have only considered quantities greater than o. While in the ordinary weights and measures of everyday life, quantities " less than nothing " do not occur, yet in engineering science they are often to be found. As an example let us consider the Centigrade or Continental Thermometer, which is used in all scientific measurements. The Zero or o on this is the temperature of freezing of water, and temperatures above this are numbered I, 2, 3, 4, ... and so on, as far as may be desired. But we often have to consider temperatures colder than that of freezing ; for example, the atmospheric temperature in winter, when the thermometer mercury will stand at some point below the zero, say 8 (read as " 8 degrees ") as indicated at A in Fig. 17. Now the temperature cannot be said to be " 8 degrees " since this is used to denote 8 divisions above zero. We can say 11 8 degrees of frost " or "8 degrees below zero/' but neither of these methods is sufficiently compact for use in calculation. But if we call the temperatures above zero, positive or plus quantities, and denote them by the addition sign +, then we may call the temperatures below zero, negative or minus quantities, and denote them by the subtraction sign . Thus a tem- perature " above zero/ 1 as at B in Fig. 17, is o + 8 degrees. The o itself not having any value, is omitted, the reading appearing as + 8 degrees (read as "plus 8 degrees 1 '). Similarly a temperature " below zero/' as at A, is o 8 degrees. As before, the o is omitted and the reading is called 8 degrees (read as " minus 8 degrees "). These forms are now quite suitable for calculation. Although not apparent when we write + 8 or 8, the meaning of add and subtract still holds good, the numbers really meaning + 8 and 8. Similarly if we consider changes of temperature, a rise may be called + and therefore a fall will be . Again, suppose we take the case of direct stress in a bar, which may be tension or the effect of pulling apart ; or compression which is the effect of pushing together. The two forms are quite opposite in character, as a bent bar subjected to a tension will straighten, but if subjected to a compression will become more bent. Now if, \^^\ 1 1 1 1 5 . G. FlG SYMBOLS AND THEIR USES 123 when measuring stresses, we call the tension +, the compression must be called . Supposing now that we have to find the stress in some part of a machine or structure, and we cannot say from an inspection what kind of stress exists there. If the answer to our calculation comes out +, we know it is a tension; if it is a compression. Further, positive or + quantities may be regarded as " income/ 1 and negative or quantities as " expenditure." Many other examples may be found : thus with alternating electric currents the voltage is + when in one direction, and when in the other : if the extension of a helical spring is +, the compression is : if the height of a mountain is +, taking the sea-level as the zero of heights, then the depth of the sea is . It is customary when a positive number or letter stands alone, or is the first thing met with in an expression, to omit the + sign. Thus 5 means -f- 5 and x means + x. Similarly with a compound wl* , wl* r ,. ., ,, , expression, -~- means ~| ~. In the middle of any expression the + sign must appear. The minus sign, however, must always be included, no matter what the position of the quantity. Addition of + and Quantities. This may be illustrated by reference to changes of temperature on a thermometer, with the aid of Fig. 18. Actual readings of temperature will be + when above the zero and .*. below Considering changes of temperature (i. e., distances through which the mercury moves) a Rise of temperature will be + and .'. a Fall ,, ,, Now supposing the temperature is 8 and it rises 5 (i. e., changes + 5), then obviously the final temperature is 13. Thus we start at 8, change 5, and finish at 13. Then, Start + Change = Final, a statement true for all temperatures and for rises as well as falls. I. Addition of Quantities with the Same Sign. (i) Both quantities +. This has already been taken as 8 + 5 = 13. (ii) Both quantities . Let a temperature be 2 (i.e., 2 below zero) and let it fall 6 (i. e. t the change is 6). From a, I2 4 ARITHMETIC FOR ENGINEERS Fig. 18, it can be seen that the final temperature is 8 below zero, i. e. t 8. Then, since Start + Change = Final - 2 + (- 6) = - 8 Note that in both (i) and (ii) the result is the sum of the actual figures, and the sign of the result is the same as the sign of the numbers. 3 L <5tarKrtj Tmf>.-Ha - 1 A i 10 5 Chang e -"7 : iu - Then Final- ^_ - Tcwp. is 5* - tmmm - o 5 5 --10 V A -Ito ie +(-?) s FIG. 18. Illustrating the Addition of + and Quantities. 2. Addition of Quantities with Unlike Signs. (i) Let the temperature be 12, and let it fall 7 (i. e., the change is 7) ; then it can be seen from b, Fig. 18, that the final tempera- ture is 5. Then, since Start + Change = Final 12 + (- 7) = 5 (ii) Let the temperature be 10 and let it fall 16 (i. e., the change SYMBOLS AND THEIR USES 125 is 16). Then from % Fig. 18, it can be seen that the final temperature is 6 below zero, i. e. t 6. Then, since Start + Change = Final 10 + ( 16) = -6 Note that in both (i) and (ii) the result is the difference of the actual figures, e. g. t in (i), 5 = 12 7; and that the sign of the result is the sign of the larger number, e. g., in (i) sign of result 5 is the sign of the 12. Hence we have the rules : To add two quantities 1. When the signs are the same, add the numbers, and write the sign in front of the sum. 2. When the signs are different, take the difference of the numbers, and write the sign of the larger number in front of the difference. in . ^ Staffing . """^r Y^ t f\ IV 1 r - \\) 5 Change 5 - -16 . MB O O 5 1 JB- 5 _ ir* Then Finals i m\/\ Example 108. Find the value of the expression p -j- q for the following cases : (a) p = 10, q = 5 ; (b) p = 4, q = 2 ; (c) p = - 7, q = - 3 ; (d) p = 3, 9 = 5 ; (e) p = 6, q = - 15. -6 FIG. iSc. P + p + q 5 = 4 + (- 15 (c) = -7+ (-3) = + 2 . 10 . +2 (e) p + q = 6 + (- 15) = -9- Ordinary case. Signs are different, and thus the difference of 4 and 2 is found. The sign is that of the larger number (4) . Signs are the same, so that the numbers are added, and the same sign ( ) given to the sum. Signs are different, therefore the difference of the numbers is taken, and the sign of the larger number (7) is prefixed. Signs are different, therefore the difference is found, and the sign is that of the larger number. The whole idea throughout this section has been addition, al- though in some cases subtraction has been performed between the numbers. This is due to the signs of the quantities, and although 126 ARITHMETIC FOR ENGINEERS not used in ordinary arithmetic, is very important in scientific work. The result of an " addition " carried out by this consideration of the signs or nature of the quantities is called an Algebraic Sum, and does not necessarily produce an increase in the size of the quan- tities. An arithmetical sum is simply an addition of the figures, disregarding the signs. Example 109. (a) Add together $ab, 6ab, i^ab, and ab. (b) Prove the result to be correct when a = 2 and 6 = 3. (a) (b) Proof 6a6 = 6x2x3 = 36 = 13 X 2 X 3 = 78 a& = 1X2x3= 6 Sum = 25^6 150 25 ab = 25 X 2 X 3 = 150. Notes. The beginner had better write the terms in a vertical column, as indicated; but with a little practice this may be dispensed with. Th? letters ab may be regarded as a unit like feet, etc., and thus the unit of the answer will be the same as that of each term, i. e. t ab. (Note that ab is really i ab.) Proof. Substitute the value of a X 6 in each term and evaluate, giving 150 as the sum of the quantities. Substitut- ing the values of a and b in 25 ab we obtain 150, thus proving the algebraic addition to be correct. With positive and negative terms it is usually advisable to sort out all the positives and all the negatives, add separately, and finally make an addition of the positive and negative results. Example no. (a) Add together $r z f, r 2 f, 9^ 2 /, zr 2 f, zr 2 /. and r 2 /. (b) Prove the result correct when r = 2 and / = i. Positive Quantities. Negative Quantities. 8r 2 f = Sum of + Quantities I2r 2 f I2r 2 f= Result of Addition. Note. Adding 8f 2 /and I2r 2 f gives 4? 2 /by Rule 2, p. 125. SYMBOLS AND THEIR USES 127 Proof. The sum of the 4- and quantities need not be ques- tioned, the method having been proved in the previous example. 8r*f = 8 x 2 2 X i = 32 I2r 2 f = (12 x 2 2 X i) = 48 Sum = 16 Now 4? 2 / = (4 X 2 2 X i) = 16, thus proving the foregoing result. This addition and subtraction of positive and negative numbers is very important in connection with calculation by Logarithms (Chap. VI). Exercises 31. On Addition of + and Quantities. Find the value of the expression T -f- ^ m the following cases : 1. T = 5, * = 3- 2. T = 7, t = - 4. 3. T = - 9. < = - 6. 4. T = 14, t = 4. 5. T = 2, t = 19. Find the value of the expression / -\- m in Exs. Nos. 6 to 10. 6. / = -7, m = 1-2. 7.1= -4, m = -6. 8. I = 1-9, m = -3. 9. / = -3, m = -8. 10. / -15, m = 1-4. 11. Add 4- -3570 to 4- -5160. 12. Add 4- -2180 to -3560. 13. ,, "2250 15. ,, -0050 17. 4- i 19. - 1-505 Add together : 21. 3, - 5, - 7, 4- i, - 2, 4- 12. 22. - 5, 4- 6, 4- 2. 23. 2, 7, i. 24. 4, 4- 6, - 5. 25. - 3, - 2, 4- 5- 26. - i, 4- i, + 7- 27. 7, - 2, ~ 5, 4- i. 28. - 3, - i, + 2, - 6. 29. 14, 7, 6, 4- 3 7- 30. i, 4- 2, 4- 6, 5, 9. Complete the following additions : - 31. dab 32. x 2 y 33. gr z 34. lApm -7910. 14. - -7750 4- -1050. 4- 1-05. 16. ,, 2 .. + -305- -046. 18. ,,4-3 ,, 2-05. -61. 20. ,,4-2 ,. - 1-6 5 . Add together the following: 35. 4a*c, 3V, 2 c, -f 2a 2 c. 35, _ ^t;/, 3^/, + wl, -j- 14^, 37,, - 7/> 2 > - 3^ 2 , P 2 , 7P 2 , p 2 - 38. + 5<2, 3^, d, 6d, + 2^. 39. 2-5M, 3w, i5W, 7'5n. 40. 2-8u>, $w t 5-75^, 3*22ie; 4- Subtraction of -f and Quantities. This we will also examine by considering changes of temperature, with the aid of Fig. 19. In this case, knowing the starting and final temperatures, 10 Starttng Temp. 1 Final Temp,, Then change is-9 ic (a 3-(j-ie)--9 rar IO Final "Tcrnf Temp 5 Then Hie 10 change is 17 10 Fig. 19. Illustrating the Subtraction of -f and Quantities. 128 SYMBOLS AND THEIR USES 129 we shall find the size and nature of the change. The ordinary arithmetical subtraction is a case of both quantities being +, and in all cases the quantity to be subtracted is less than the other. Algebraically these conditions need not exist. Let the temperature on our thermometer be 7, and suppose it rises to 18, what is the change in temperature ? Evidently the temperature has risen 11 ; then the change algebraically is + n. Thus, 18 7 = n, or in words, Final Start = Change, a statement true for all temperatures, no matter whether they rise or fall. I. Subtraction of a + Quantity. Consider the case where the first number is smaller than the second. (i) Let the temperature be 12, and let it change to 3 (final temperature). From a, Fig. 19, it is seen that the change is a fall of p, i. e. t 9. Then since Final Start = Change 3 - (+ 12) = - 9 The + sign may be omitted before the 12 ; hence the above state- ment may be written as 3 12 = 9, and when the idea of oppo- site nature or opposite direction is considered the statement is evidently true, since to pass from 12 to 3 the mercury must fall p. To perform the operation algebraically we notice that the result 9 is also the result of 3 + ( 12), reversing the two signs before the 12. Evidently 3 (+ 12) == 3 + ( 12), from which we conclude that " the subtraction of + 12 is equivalent to the addi- tion of 12." We will examine this for another case. (ii) Let the temperature be 8 above zero, and let it change to 6 below zero. Then from b t Fig. 19, the change is a fall of 14 (i. e. t 14). Then as- Final Start = Change - 6 - (+ 8) = - 14 But 14 is also the result of 6 + ( 8), or tfie subtraction of + 8 is equivalent to the addition of 8. Both cases show us that the subtraction of a + quantity is equivalent to the addition of a quantity. Denoting the first number by a and the second by b we can write : a - (+ b) = a + (- b) = a - b K 130 ARITHMETIC FOR ENGINEERS 2. Subtraction of a Quantity. (i) Let our temperature be 5 below zero and let it change to 12 above zero. Then from c, Fig. 19, the change is evidently a rise 0/77 (or change = + 17). Then as Final Start = Change 12 - (- 5) = + 17 Notice that + 17 is also the result of 12 + 5, which we may write as I2 -f (-f- 5). Then 12 ( 5) = 12 + (-f 5) whence we conclude that the subtraction of 5 is equivalent to adding -f 5. The truth of this is evident from c, Fig. 19 for certainly the mercury has risen 77. As a further illustration : If we call a " possible event " a + event, then an " impossible event " must be a event. Now suppose we say that an event is (< not impossible/ 1 which corresponds to ( ), then we mean that it is possible, i. e. t it is +. We will examine the above for two other cases. (ii) Let the temperature be 8 below zero, and let it become 5 below zero. Then from d, Fig. 19, the change is evidently 3 rise. Then as Final Start = Change - 5 - (- 8) = +3 -3 Fig. ige. But + 3 is also the result of 5 + 8, i.e., =5 + (+ 8); hence, as before, the subtraction of 8 is equivalent to adding + 8. The " addition " is, of course, algebraic. (iii) Let the temperature be 5, and let it change to 8- Then the change should be 8 ( 5) = 8 -f- (+ 5) = 3, or a fall of 3. From e, Fig. 19, this is evidently true. Hence we conclude that the subtraction of a quantity is equivalent to the addition of a + quantity, or, if a is the first number and b the one to be subtracted (- b) = a + ( + b) - a + b SYMBOLS AND THEIR USES In both our conclusions we notice that a change of operation (i. e. t addition replacing subtraction) accompanies a change of sign. Hence we have the rule : To take one quantity from another, change the sign of the quantity to be subtracted, and proceed to add algebraically. Example in. (a) Take $wl 2 from 8ze// 2 ; (b) ?wl* from (c) 3*>/ 2 from ^wl z ; (d) 6wl 2 from gwl 2 . (a) 8wl* Difference = (b) jwl* Difference = Difference Difference = Change sign of $wl* to and add. Sum of 8 and 5 is 3. The " unit " wl* remains. Change sign of ywl 2 to and add. Sum of 2 and 7 is 5. Change sign of Sum of 4 and 3 is 7. + and add. Change sign of 6wl* to + an d add. Sum of 9 and + 6 = 3. Exercises 32. On Subtraction of + and Quantities. Find the value of the expression W w in the following cases : 1. W = n, 0; = 5. 4. W= i, w = 10. 7. w = 2,w = -f 12. 2. W = 4, w == 7. 5. W = 3, w 2. 8. W = 4, w = *- 3. 3. W = 7, w = 3. 6. W = 15, w = -}- 3. 9.W = 3,; = 3. 10. Subtract 1-5 from 3-7. 11. Subtract 1*2 from - 2-4. 12. . -'7 1-6. 13. i'9 4-6. 14. 2-6 "3- 15. - 2-18 - 1-28. 16. tt -3-13 .. 3-59- 17. 2-29 1-16. 18. 5'35 -1-56. 19. 358 ~ *759. 20. 7'2 5*5- 21. - - 1*355 >, 2-746. 22. 2-38 tt 2-05. 23. x *357 3-359- 24. 3 -2-155. 25. 2-35 5- 26. ywl i^wL 27. I9^/" 7 rf. 28. ,, i2ad 2 i$ad*. 29. _ c 2 p 3C 2 ^>. 30. **y tt ~ xy. 31. 5'5*y tt 4*25#y 132 ARITHMETIC FOR ENGINEERS Addition and Subtraction of Several Terms. The addition and subtraction of expressions containing several terms is subject to the same general rule that applies to vulgar and decimal fractions, and in fact to everything: i. e. t that only things of the same name or kind may be directly added together. Thus, in adding the expressions a 3 2a 2 b + ab 2 and a 2 b + zab 2 fc 3 care must be exercised in distinguishing the terms containing a 2 b from those containing ab 2 . The distinction between these has already been given on p. 96. In the earlier examples, as with decimals, the expressions may be written in separate lines, separate columns being arranged for terms of the same nature ; but, unlike decimals, each column is complete in itself, there being no carrying to think of. Thus we shall have a column for a 3 , another for a 2 b, another for & 3 , and so on. It should be remembered that the order of the terms in any expres- sion may be altered at will, provided that the correct signs be retained : thus a 3 2a 2 b + ab 2 is equivalent to 2a 2 b + ab 2 + a 3 , etc. Example 112. Add together the expressions a 3 2a 2 b + ab 2 , and - a*b + tab* - b 3 . a 8 2a 2 b -f ab 2 - a*b + tab* b* Sum = a 3 sa 2 6 + $ab 2 b 3 W W (3) U) Explanation. Write the first expression down (the order given will usually be suitable), keeping the terms well spaced. Write the terms of the second expression beneath this, placing them beneath those of the same kind in the first line. Thus a 2 b in the second expression is written beneath the second term in the top line 2a 2 6; also + 2a& 2 is placed beneath -f- ab 2 . The term b 3 must make a new column, there being no similar term in the top line. When all are arranged the addition may be proceeded with. It must be " algebraic," i. e., regarding sign. Column (i) a* is the only term : write a 3 in lower line. (2) 2a 2 b and ia 2 b, added give $a 2 b. (3) + iab* and + zab 2 , added give + $a b 2 . (4) 6 s is the only term : write b 3 . /. Final result is a a 3a 2 6 + 3a6 2 6 3 . When several terms, including + and signs, have to be added in a column, the addition may be performed continuously after a little practice, mentally retaining the sum from step to step with- out separating the + from the quantities. SYMBOLS AND THEIR USES 133 Example 113. Add together the expressions 3/> 2 <? + 5<7 2 P> 3P 2q*, 2pq + 2p*q* p, 6p*q -f 2^ 7? 2 4- 3/>. + 5? a - P 2? a -f 3/> p 2pq + 2/>V - 73* + 3P + 2 P<1 Sum Explanation. The first expression is written down as given. With the other expressions, like terms are placed beneath each other as shown ; and if there is no like term, a new column is made. Column of p 2 q : 6 and -f 3 = 3 /. write $p*q in result. ,. q* : - 7> - 2 and + 5 = - 4 /. - ^ P : + 3 + 3 i i = 4- 4 ' + 4 > . ,, pq :-f 2 and 2 = .'. ,, nothing ,, ,> PV - only -}- 2^> 2 g 2 exists, .*. write -j- 2p 2 q z in result. .'. Result of addition = 3p 2 q 4<7 2 + 4^ + 2/> 2 ^ 2 or any other arrangement of these terms with their proper signs. Example 114. From 45 pr take 35 + 2pr 37. 45- pr 35 -f 2/>X 3? Difference => s 3^7 + Explanation. The expressions are arranged in columns of s, pr, and r. Column of s : 45 3$ = is written as s. ,, ,, pr : change sign of 2pr and add, i.e., pr 2pr = $pr. tt ,, r : change sign of 37 and add, i. e. t o -}- 37 = -\- 3 r - /. Result of subtraction s $pr + 3?. At a later stage, when dealing with the removal of brackets, it will be necessary to perform addition without arranging the terms in columns. Then the various like terms are picked out by looking along the expression. The following example will illustrate : Example 115. Simplify the expression 3a 2 10 -f 4a 2 -f 10 2a 2 134 ARITHMETIC FOR ENGINEERS Start from one end, say the left, and take all the terms with a* and add mentally. Thus, 30* and 40* = jo 2 , ja* and 20? = $a 2 , which completes the terms in a 2 . Then take all the terms of another kind, here numbers only, and repeat : 10 and -f 10 = o. Then-f- 3 alone remains. When a term has been added in, it is advisable to tick it off before proceeding to another. This serves to show what terms have been dealt with, and indicates when all terms are included. This method is sometimes known as " collecting-up like terms/' Example 116. Collect up like terms in the expression 750 3/ + 5 /a _ t + 24 _ 3.5/2 + 4 . 7/< V V v/ V V V V 75 - 3* + 5* - < + 24 ~ 3-5' 1 + 4-7* = 774 + '7< + 1-5**- Taking the numbers first, 750 + 24 = 774. Next taking terms in t : 3* and t = 4*, then 4* and -f 4-7* = -f- "jt. Now taking terms in t 2 (quite distinct from those in t) : -f- 5^ and 3-5^ = -f i-$t 2 . Exercises 33. On Addition and Subtraction of Several Terms. (The first few examples are arranged in columns to accustom the student to the kind of example before setting out his own work.) Find the sums of the following : 1. 2 a 3pq + q* 2. ar 2 ar r* + pq 2q 2 zar 2 -f ^ar 3. / -f w 2 l* 4. 3m 3 2m 2 -f m yv -f 3/ 2W 2 1 2 m* ^m 410 2m 3 -f m 2 -f- 2m 5. Add a 8 -f a 2 fc + ab* to afe - ab* - Z? 3 . 6. Add p 3 - p 2 q + #>g 2 to 2 ? - ^ 2 + q 3 . 7. Add together the following expressions : #* -f 3^ 5 y 4- y 2 J ~ 2A; 3 y 3 + y 2 ; ^ 4 $x*y 3^ ; 3^* x 8. Add together : 4W/ 17 + /*; 3/ 8 + 4 ; w 2 -f- I 2 w/; 3w 8 5. Collect up like terms in the following 9. 3? 2 10 -f 12 + 2f 2 r 2 . 10. ii J 1 + 2< 15 ii* 1 I. 11. -75/ + 3^ i '3^ ' y - 12. 2-75y 2 + 1-457 37* 27 + 7. 13. w 1 n 5 -f 17 3n -f 4*1 -f- 6n f . SYMBOLS AND THEIR USES 135 14. \a + a - Ja + d. 15. c 2 - \c - ic 2 + it*. 16. g* 2 - 10 + J* 2 + AT. 17. t* - x + 3 * 2 - <zx - Id. 18. in + - + \n + * Add together the following expressions : 19. bd 2 2b 2 d 6 -f 3<2; $b 2 d -f 36 2<Z; ibd* 76 d\ 5 b 2 d + 2b. 20. 7* - 3 -f 25 + 6/t. Multiplication and Division of + and Quantities. This may be investigated by numbers and then applied to symbols. i. Multiplication of two Plus Quantities, e. g., (-f- 3) X (+ 7). This is the common case already known and used, and written as 3 x 7- Now 3X7 means 3 sevens added together. For use in other cases we will consider that these 3 sevens are added to o, thus o +7 + 7 + 7 = + 21 Hence (+ 3) X (+ 7) = + 21 Similarly with letters (+ a) X (+6) means a times + b, or + b added a times to o, i.*., 0+& + & + 6 + 6+ . . . until the letter b is written a times = db. 2. Multiplication of a Positive and a Negative Quantity. *. g-, (+ 3) X (- 7) Now in a similar manner to i, (+ 3) x ( 7) means 3 times 7, or 7 added 3 times to o, i. e., o + ( 7) + ( 7) + ( 7) = 7 7 7 (See case (ii), p. 123.) = 21 Hence (+ 3) X (- 7) = - 21. Similarly with letters, (+ a) x ( b) means b added a times to o, i. e. t o + ( 6) 4- ( b) + ( b) -f .... until the quantity b is added a times to 0, = ft b b . , . until the number of " b's " is a = - ab. 136 ARITHMETIC FOR ENGINEERS 3. Multiplication of Two Negative Quantities. * g; (~ 3) X (- 7). Now if (+ 3) X ( 7) means 7 added 3 times to o, then ( 3) X ( 7) must mean 7 subtracted 3 times from o, since the sign of + and have directly opposite meanings. Thus (- 3 ) x (- 7) = o - (- 7) - (- 7) - ( - 7) = + 7 + 7 + 7 ( b Y ca se (in), p. 130) = +21 Hence (- 3) x (- 7) = + 21. Similarly with symbols : ( a) x ( 6) means b subtracted a times from o. That is, o ( 6) (- 6) ( b) . . . . until the symbol ( b) is written " a " times. == _!-&-t-&-|-&_{-&-f- ... until the number of " b's " is a = ab. Collecting our results we have the following : From i : (+ 3) X (+ 7) = + 21 or (+ a) X (+ b) = + ab (- 3) X ( 7) = + 21 or (- a) X ( b) = + ab (+ 3) X (- 7) = - 21 or (+ a) x (- b) = - ab whence it is seen that the same signs (i. e., two positives or two negatives) give +, and that two different signs (i. e. t a + an d a ) give ; or, as usually given by the " Rule of Signs " : Like signs give plus. Unlike signs give minus. This rule is equally true for division, as may be seen from the following : (i) The division of a positive quantity by a positive quantity needs no explanation, being the ordinary arithmetical case. This is a question of " like " signs. (ii) Division with unlike signs. From case 2, p. 135, we have the statement (-f- 3) X ( 7) = 21. Now if we divide 21 by + 3, the result must be 7 to agree with our multiplication. 21 Minus ,,. ... __ aa _ 7f0r _ H _ =Mino8 . SYMBOLS AND THEIR USES 137 From case 3, p. 136, we have the statement ( 3) X (7) = + 21. Now dividing +21 by 3, the result must be 7 to agree with the multiplication. + 21 Plus ,,. .'. = 7, or .r-p = Minus. 3 ' Minus Evidently then unlike signs, no matter in what order, give minus. (iii) Division with two minus signs, i. e. t a case of " like " signs. From case 2, p. 135, we have as before (+3) X ( 7) = 21. Now if we divide the 21 by the 7, then our result must be + 3 to ensure agreement with the multiplication. 21 , Minus .". = + 3, or ^ = Plus. 7 Minus Now combining (i) and (iii), since the result is of the same sign, we have as for multiplication Like signs give plus. Unlike signs give minus. When more than two quantities, with varying signs, have to be multiplied together the product of them all is found in the usual way, after which a consideration of the signs will readily show the sign of the final product. Thus, in the case of 6X5X 3x4, the first sign is and the next -(-, giving ; then this mul- tiplied by the belonging to the 3 gives a + ; and finally this + multiplied by the + of the 4 gives + as result; thus the final product is + 360. A similar effect to the Rule of Signs is obtained from the action of two suspended bar magnets. Thus, two unlike poles, i. e., a North and a South, will always attract each other; but two North poles brought together will have the same effect as two South poles brought together, for they will repel each other. This action is usually summed up in the phrase : Unlike poles attract and like poles repel. Exercises 34. On Multiplication and Division of + and Quantities. Find the value of the expression aR for the following cases : 1. a - 4, R - 5. 2. a = - 4 , R = - 5. 3. a = 4, R = 5. 4. a == 4, R = 5. 5. a = 3-5, R = '6. 6. a = 4-9, R = i-i. 7. a = - 2, R = 1-563. 8. a = - 1-5, R = - -65 138 ARITHMETIC FOR ENGINEERS Find the value of the expression alx for the following cases : 9. a =s 2, / = 3, x = 4. 10. a = - 2, / = 3, x 4. 11. a = 2, / =3 3, 4? = 4. 12. a = 2, / = 2, # = 4. 13. a = i, / = 2, # = 5. 14. a = 1-5, / == 3, x = i'5- 15. a = 1-5, /= 6, # = i. Find the value of the expression - for the following conditions : 16. p = 10, q = 2-5. 17. p = 10, = 2-5. 18. /> = 10, q = 2*5. 19. = 10, q ~ 2-5. 20. p = - 7'5. ? = 3- 21. p = - 7-5, ? - - 4 . Powers of Minus Quantities. We may now consider the value of expressions such as ( 3) 2 , ( r) 3 , i. e. t the powers of negative quantities. A power applied to a minus quantity has the same meaning as when applied to a plus quantity, thus ( 3) 2 means ( 3) X ( 3). Its value is, then, by the preceding paragraph, + 9. ... (- 3) 2 = + 9. Also, (- 3 ) 3 = (- 3) X (- 3) X (- 3) (+ 9) X (- 3) . = 27 by preceding paragraph .-. ( 3) 3 = - 27. Again, (- 3 ) 4 - (- 3) 3 + l = (- 3) 3 X (- 3) = (_ 27 ) x (- 3) = +8i /. (- 3) 4 = + 81. Continuing in this way we should find that all the even powers (i. e. " squares," 4th powers, 6th powers, etc.) are positive, while all the odd powers (i. e. t " cubes," 5th powers, etc.) are negative. This is equally true with symbols. Thus (- r}* = (- r) X (- r) = + r 2 . It must be remembered that ( r) 2 is not the same thing as - r 2 . The first means the " square of r" and the second, " the square of r." Thus ( r) 2 means ( r) X ( r) = + r 2 , whilst r 2 means (r X r), or just the subtraction of r 2 . Example 117. Find the value of x* for the following cases: ()*=, 6; (&)#= 3 r; (c) x = - 2r*. (a) x* = (- 6) 2 = (-6) X (- 6) = + 36 (b) x* = (- sr) 2 = (- y) X (- 3f) = + gr* (c) x* = (- 2f 2 ) 2 = (~ 2r 2 ) X ( 2f 2 ) = + 4 r 4 SYMBOLS AND THEIR USES 139 Exercises 35. Powers of Quantities. If n = 2 find the values of the following expressions : 1. n a . 2. n s . 3. n 4 . 4. n a . 5. n 8 . 6. _ n i 7. n s. g. w 4 . 9. w 5 . 10. 2w 8 . Find the value of x* in the following cases : 11. x = 4. 12. # = 4. 13. # == 47. 14. # = 4f. Evaluation, including Positive and Negative Quantities. We will here take a few actual examples where positive and negative quantities are used. Example 118. The width of the expansion valve in a Meyer valve gear is given by the expression a -f S R where a, S and R represent certain sizes of the gear. Find the width (inches) for the following cases : (!) a = 1-7, S = 3-27, R = -5; (2) a = 1-5, S =* 3, R = 75. (1) a + S - R = 1-7 + 3-27 - -5 = 4-47* (2) a + S-R = i- 5 + 3- (- 75) = i'5 + 3 + '75 = 5*25* Example 119. The latent heat of Ammonia as used in refrigeration is 566 *8/, where t = temperature F. Calculate the latent heat when the temperature is 10 F. 566 -St = 566 -8 X 10 = 566 - (- 8) = 566 + 8 - 574 Note. -82 is to be subtracted, and since t is 10, then -8 of t is 8 of 10 or 8. Now subtracting 8 is adding + 8, hence the result. Example 120. In connection with an apparatus for drawing large circular arcs we have the expression r -^ft--^- - Find the value of this expression when r = 5, b = 4*5, and R = 25. ) = 5(5 + 4-5 + (~ _ = R - r - 25 - 5 = 5 X{- 1515}^ -J77-5 _ 8 - 30 - 30 i. Note. After substituting, the expression 5 + 4-5 + ( 25) = 9-5 -f ( 25), or, 9*5 25 = I 5*5> Finally the division with like signs gives a + result. 140 ARITHMETIC FOR ENGINEERS Exercises 36. On Evaluation with -f and Quantities. I to 4. In heat engine work it is frequently necessary to know the " absolute temperature," which = / + 461, where / = Fahrenheit tem- perature. Find the absolute temperature when t has the following values : I. 250. 2. 10. 3. 25. 4. o. 5 to 8. The absolute temperature, if / is Centigrade temperature, is / -|- 273. Find the absolute temperature when t has the following values : 5. 10. 6. 5. 7. o. 8. 241. 9 and 10. Find the value of the expression a -f- S R (which refers to a certain steam engine expansion valve) for the following cases : 9. a = 1-25, S = 2-75, R = o. 10. a = 1-06, S = 3-5, R = r8. II to 14. If F. is the Fahrenheit temperature, the corresponding Centigrade temperature is (F 32). Calculate the temperature C when F has the following values ; II. 15. 12. o. 13. - 2. 14. 32. 15 to 17. If C is the Centigrade temperature, the corresponding Fahrenheit temperature is gC -f- 32. Calculate the temperature F when C has the following values : 15. 15. 16. o. 17. 37-5. 18 to 22. The expression is important in connection with epicyclic gearing. Calculate its value for the following cases : 18. n = 5, a = 3, m = i. 19. = 4, a = i, m o. 20. n 4, a 2, m = o. 21. n = 2*5, a = o, m = 1-5. 22. n = 5-6, a = 2-8, m = i. 23 and 24. The latent heat of sulphur dioxide, a refrigerating agent, is 175 -27* when t = Fahrenheit temperature. Calculate the latent heat when / has the following values : 23. o. 24. 20. -r> 25 to 28. The expression A ^ relates to thick cylinders under pressure. Find its value for the following cases : 25. A = 8-48, B = 212, r =4-5. 26. A = 8-48, B = 212, r = 5. 27. A = 3-6, B = - 57-5, r = 4-5. 28. A = 3-6, B = - 57-5, r = 5 -5. 29 and 30. Find the value of the expression -JT~_ ^~ for the following cases : 29. r = 6, b = 6, R = 55. 30. r = 7-5, b = 7, R = 20. 31. The formula v = u -f at is important in questions on velocity. Find v when u = 5, t = 3-5, and a = 2. 32 to 35. The expression - -refers to the acceleration of a moving body. Find its value for the following cases : 32. v = 25, u = 12, t = 2-5. 33. v = 6, w = 22*5, * = 3-5. 34. v = 10, u = 5, * = 1*5. 35. v = 12, w = 15, t = 1-5. 36 to 39. In solving " quadratic " equations an expression of the form b 2 4ac has to be evaluated. Find the value of this expression in the following cases : SYMBOLS AND THEIR USES 141 36. a 3, b = y5, c = 2'5- 37. a = 2, b i, c i6. 38. a = i, 6 = 4*5, c = 2. 39. a i, 6 = 35, c = i8. 40 to 44. An expression of the form i a i so occurs when solving quadratics. Find its values for the following cases : 40. a = i, b = 5, R = i. 41. a = 2, b = i, R = 37. 42. a = 2, 6 = i, R == 3-7. 43. a = 15, b = 6, R = 13-5. 44. a = 15, b 6, R = 13-5. The Removal of Brackets. The meaning and use of a bracket have been introduced in Chap. I, p. 29. They are em- ployed in a similar manner when dealing with symbols, and then require some further consideration. In arithmetic a bracket can always be removed, and an expression simplified, by completing the operations within the bracket, as in Example No. 27, etc. But with an algebraic expression very frequently the quantities within the bracket cannot be worked out, and yet it is required to simplify the expression by removing the brackets. The removal may easily be carried out if certain adjustments be made, depend- ing on two things : (i) the sign immediately in front of the bracket, and (2) any quantity by which the bracketed expression is to be multiplied. To illustrate and prove the " adjustments " we will take expressions with numbers only, and work them out in two ways : (i) as in ordinary arithmetic, keeping strictly to the mean- ing of the bracket, and (2) by omitting the brackets and making " adjustments." First, consider the sign in front of the bracket : I. Plus sign in front, e.g., (i) 9 + (7 + 4). Evaluating the expression within the bracket first, we have 9 + (7 + 4) = 9 + ii =20 Now let us write the given expression and simply omit the brackets. Then we have 9 + (7 + 4) = 9+ 7 + 4 = 16 + 4 = 20 which agrees with the former. Now take the expression (ii) 9 + (7 4). Evaluating the expression within the bracket first, we have 9 + (7 - 4) = 9 + 3 =12. 142 ARITHMETIC FOR ENGINEERS Now do as before, i. e., write the given expression without the brackets. Then we have 9 + 7-4 = 16 4 = 12 which also is in agreement with the first value. Hence we see that when the sign immediately in front of the bracket is +, we may " remove the brackets " by simply omitting them. 2. Minus sign in front, e. g., (i) 9 (4 + 3). Evaluating the expression within the bracket first, we have 9 - (4 + 3) =9- 7 =2 Now evidently the meaning of the given expression is that both the 4 and the 3 are to be taken away from the 9, so that if we wish to omit the brackets the expression should be written as 9~4-3 = 5 -3=2 which agrees with the former result. /. 9 - (4 + 3) = 9 - 4 - 3 Note that in the given expression the sign of the 4 is + (not written, but understood), but in the altered expression is . Also the sign of the 3 is + originally, and becomes when the brackets are removed. Thus the sign of the quantities inside the brackets have been changed. Now take the expression (ii) 9 (4 3) Evaluating the portion within the brackets first, we have 9 - (4 - 3) = 9 i =8 Now, following the method of the preceding paragraph, let us omit the brackets and change the signs of the quantities inside, i. e. t change the 4 into 4 and the 3 into -f 3. Then we have 9 - (4 ~ 3) = 9- 4 + 3 =5+3=8 which again agrees with the former answer. .'. 9 - (4 - 3) = 9 ~ 4 + 3 SYMBOLS AND THEIR USES 143 Hence the rule : To remove brackets from an expression whilst re- taining its original value ; if the sign immediately in front of the bracket is + , simply remove the brackets : if it is , change the signs of all quantities within the brackets when removing them. Representing these results with symbols (a + (b + c) = a + b + c\ + sign in front \a + (b c) = a + b c) no change. (a (b -{- c) =' a b c\ sign in front \a (b c) = a b -\- C) signs changed. Secondly, consider the quantity multiplying the bracketed expression, and let us take the case of 8 + 5(6 + 3). It should be noted that the algebraic method of indicating multiplication is adopted here. This is usually followed with brackets, the given expression of course meaning 8 + 5 X (6 + 3). Also it should be remembered that the multiplication of the quantities in the brackets by 5 must be done before the 8 is added (see p. 30). Working on the ordinary method of evaluating the quantities in brackets first, we have 8+ 5(6 + 3) = 8+ 5x9 = 8 + 45 =53 Now the sum of the 6 and 3, i. e., both the 6 and the 3, have to be multiplied by 5, so that multiplying by 5 before evaluating the bracket we have 8 + 5(6 + 3) = 8 + 5x6 + 5x3 (this step may be done mentally) = 8 + 30 + 15 =53 which agrees with the former result. Similarly with the expression 8 + 5(6 3) Ordinary Method Removing Brackets 8 + s (6 - <0 8 + 5(6-3) =8+5x6-5x3 Hence we see that when there is a multiplier with a plus sign immediately outside a bracketed expression the brackets may be removed if all the quantities inside the bracket be multiplied. When a minus sign stands in front of the bracket and its mul- tiplier, then both the multiplication and the change of sign must be performed when removing the brackets. 144 ARITHMETIC FOR ENGINEERS Thus 15 - 4(3 - 2) = 15 4x3 + 4x2 = 15 12 +8 = 3 +8 = Proof, working on ordinary method 15 - 4(3 - 2) = 15 - 4 X i = 15-4 =11 Combining all the foregoing rules we may represent them with symbols, thus a + b(c + d) = a + bc + bd a + b(c d) = a + be bd a b(c + d) = a be bd a b(c d) = a be + bd Example 121. The " latent heat of steam " is found by experiment to be 966 -7 (t 212). Reduce the expression to a simpler form. 966 -7 (/ 212) Note. Remove brackets, chang- 966 7/ -f 7 X 212 ing sign inside, and multiply all = 966 '7* 4- 148-4 terms inside by -7. " Collect up " = 1114-4 *7* the two numbers. Example 122. Simplify the expression r + f (i r), which occurs in connection with the strength of materials. r + f (i - r) Example 123. Simplify the expression 2(^r + 3) (x 5) + 3(1 -f 2X) - 7. 2(* + 3) - (^ - 5) + 3(i + 2*) - 7 = 2# + 6 #- r -5-f 3 -f - 6* 7 = 7^ 4- 7- When an expression contains brackets which enclose other brackets, start by removing the inside brackets, then remove the next pair, and so on until all have been removed. At each stage the quantities within the innermost brackets should be reduced as much as possible by collecting. Example 124. Simplify the expression 3{2 + ?<(r i) 3(r 6)}. 3(2 + 2(r - i) - 3(r - 6)} V \f V V v/ = 3{2 -f 2r 2 3^ 4- 18} r} = 54 - 3 r SYMBOLS AND THEIR USES 145 Example 125. The E.M.F. of the Clark JStandard Cell is given as !*434 t 1 ~ *ooo8(/ 15)] where / = temperature C. Simplify the expression. 1-434 [i -ooo8(/ - 15)] i '434 [i -ooo8/ 4- *oi2] = i'434 [1*012 -ooo8/] = 1*451 001147* Exercises 37. On Removal of Brackets. Remove the brackets from the following expressions and simplify as far as possible : 1. H - (H - M). 2. (H + C) (H - M). 3. 2* + (3 - x). 4. 4 - ( 2 - p). 5. C + 4 (C - i). 6. 25 - 3(d + i). 7. 2w z w(i w). 8. 2 (a i) -f 3(1 a). 9. r(2 -r) - 2(r* - r). 10. 4 (H + 3) - 2(2 -H) + H. 11. A -f (w - i) A. 12. - / - (> 3 -f /) -f 3/> 3 - 13. v 2 (v t f 2 ), which relates to the efficiency of a Pelton wheel. 14. 3(w i) 4, referring to balancing of reciprocating engines. 15. '133(1 *oo2 it), in connection with the effect of temperature upon fluid friction. 16. 1 4500 (C -}- 4'28H), giving the " heating value " of oil. 17. 99 ( i -T ), which refers to the mean pressure in a petrol engine. / W \ 18. ( P p )R, an expression in connection with a worm-geared pulley block. 19. a -f- i (b a), relating to the strength of a dam. D 20. r (/! / 2 ), which appeared in a problem on measuring the ^2 internal resistance of a cell. 21. W W f i -jj, a formula appearing in a problem on continuous girders. 22. x + J ( x j, which refers to the shear stress in beams. 23. c 1 -\~ (i c z ), an expression occurring in a problem on the strength of materials. 24. EC C (E e), in connection with an electric motor. 25. i -f- *ooo2 (t 15), giving the E.M.F. of the Hibbert i volt cell at temperature t Centigrade. 26. 100 f i H J -f 461, which gives the absolute initial tempera- ture of the charge in a scavenging gas engine. 27. 167 "2j(t 32), relating to the latent heat of sulphur dioxide, a refrigerating agent. 28. s -f 966 -f '48(/> 32), an expression referring to the heat lost in the exhaust gases of an oil engine. L 146 ARITHMETIC FOR ENGINEERS 29. 1114 *7/ -f- (/ -^32), which gives the total heat of i Ib. ot steam at temperature t Fahrenheit. 30. '44* -f- (i*2X *5# 2 ), an expression which occurred in a problem on the strength of materials. 31. 1-019 {i -f -00003(2 20)} volts, which is the E.M.F. of the Weston cadmium cell at temperature t Centigrade. 32. "J2 { i -0007^ 60)}, giving the specific gravity of petrol at temperature / Fahrenheit. 33. 14500 {C { 4'28(H + JO)}, a formula giving the heating value of coal when the chemical composition is known. 34. i^fl [(212 t) -f- 966 -{ -48 (T 212)], which refers to the loss of heat due to moisture in coal. Insertion of Brackets. It is sometimes necessary to insert a bracket in a given expression for the purpose of further calcula- tion. Thus, suppose we have the expression CR + Cr and it is desired to use the symbol C in some particular way. For ease of later calculation the C, now appearing in two terms, should only appear once. The C is a factor of each term in the expression ; it is therefore said to be " common to the two terms " or it is a " com- mon factor/* When we adjust the expression (without, of course, altering its value) so that this symbol C occurs only in one place, we are said to " take out " the common factor C from the two terms. When doing this, brackets must be inserted, and exactly similar rules must be obeyed as when removing brackets; the operation is, in fact, exactly opposite to that of removal. The expression CR -f- Cr would appear as C(R -f- r) if we take out the common factor C. Removing the brackets from this expression according to the rules given on p. 143, we obtain the original expression. . Taking the formulae given on p. 144 and reversing the order of statement, we have 2. a + be bd = a + b(c d) 3. a be bd = a b(c + d) 4. a be + bd = a b(c d) Thus, when inserting brackets, we must conform with the methods given on p. 143, for their removal. Hence we have the rule : When brackets are put in after a + sign, the signs then coming within the bracket remain unchanged ; when brackets are put in after a sign, the signs then coming within the bracket are changed. An inspection of the four cases shown will make this clear. Thus, in i and 2, where the bracketed quantity follows the + sign in SYMBOLS AND THEIR USES 147 front of be, the sign between c and d is unchanged ; but in 3 and 4 the bracket is inserted after the sign in front of bc t and the sign between c and d is changed. Taking out a Common Factor. The terms to be put inside the bracket are obtained by dividing the terms of the given ex- pression by the common factor. Where a term in the given expres- sion does not contain the common factor under consideration, then, of course, this term is not included in the operation of inserting brackets, but is merely repeated. Take case 2 in the previous section a + bc bd = a + b(c d) The only x ">r which is common to two terms (or more) is b\ hence b is t^ Tactor to be taken out. The first term a does not contain b, and therefore can only be repeated. Then the second term be will supply the first term inside the bracket. Now be divided by b, i. -,-> equals c, which is then put inside. Then the sign is written (not changed as the sign in front is +) and the third term bd is considered. Similarly, -j- = d, which is then placed after the sign ; the bracket is then closed. The actual division can usually be done mentally. Example 126.- Take out the common factor in the expression PV 4- PV. PV + PVA = PV(i + k) Note. The common factor in this case consists of a product of two symbols P and V ; it is however treated in exactly the same manner as a single symbol. PV Remember that = i Unless a certain common factor is specified to be taken out, then the factor taken should be the largest possible. Thus, in Example 127, which follows, R is a common factor, and might perhaps be needed. But R 2 is also common, and being larger than R, is therefore taken. Example 127. Take out the common factor from the expression ^RZ __ R 2 . (This expression occurs in connection with thick cylinders, such as guns and hydraulic pipes.) /R 2 - pR* = R(/ - p) 148 ARITHMETIC FOR ENGINEERS Example 128. Take out the common factor from the expression 2vV 2V a , relating to water turbines. Here 2 appears in each term and also V. Hence aV is the common factor. = 2 V(v - V) 2V Example 129. Take out the common factoi from the expression t/*A* t/ 2 (This occurs in connection with the Venturi water meter.) a 2 2g 2g Note here that v 2 is common on the top line, and 2g on the bottom. t 2 Hence - - is the common factor. Note that Example 130. Take out the common factor # in the expression 4/8 _ 5^/2 ^_ ^2^ which refers to moving loads on continuous girders. 4 /3 _ _ yl) In this case the signs are changed, as the brackets have been put in after a sign. The term 4/ 3 does not contain the common factor, and is therefore merely repeated. When there are two common factors in the expression (e. g., % and I 2 in the last example), the factor to be taken out will be mentioned in the exercise work here. In ordinary calculation where the taking out of factors is merely a step in the work, the nature of the calculation must decide the actual factor to be taken out. Exercises 38. On Taking out a Common Factor. Rewrite the expressions given in Nos. i-n, in each case taking out the common factor. 1. a ea> which occurs in a problem on epicyclic gearing. 2. aR ar, referring to a machine for drawing large arcs. 3. cA + mca, a formula relating to reinforced concrete. 4. M -f M-, in connection with the bending of beams. SYMBOLS AND THEIR USES 149 Kl 5. K Y' relating to a coil spring. JL> 6. h 7&, giving the outside diameter of a wire rop. 7. 2M/ t -f- 2M/ 2 , a formula referring to continuous girders. 8. a 2 -}- zab, which relates to a machine for drawing large arcs. 9. Shr 4/* a , referring to the area of a geometrical figure. w z r* 10. w*r y , a formula in connection with the inertia of engine parts. x* 11. x y, which occurred in a problem on beams. In Nos. 12-21 the given expressions are to be rewritten, taking out the common factor mentioned in each case. 12. h - relating to continuous girders. (Common factor ?. ) 44 \ 4 ' W3 13. 5/ 2 , another continuous girder expression. (Common factor / 2 .) bd* 14. -f- bdx z , a formula in connection with beams. (Common factor bd.) . _ nPV npv , . ,. ii. /r- 15. ^_ ~, giving the work done in air compression. (Common factor . ) n i) i^V/w Wxfv' 16. Wy - -~-\ 73 - , an expression occurring in connection 4* 4^ with rolling loads on continuous girders. (Common factor Wy.) 17. a z b -f ab 2 . (Common factor ab.) 18. 3p*r 2p-r. (Common factor p*r.) 1^' A~~ ^"AT ' an ex P ress i n relating to the volume of a certain solid. (Common factor -r .\ \ A a ) x x x 20. h -7 , referring to the bending of a cantilever. (Common factor lx z .) 21. (x + a)l +(x + a) 1 -^. (Common factor (x -f a).) x 3 22. Take out the common factor in the expression given in No. 20. 23. In the expression x* -f- ax + ex + ac, take out the common factor in the first two terms, and also that in the last two terms. Then take out the common factor in the resulting expression. 150 ARITHMETIC FOR ENGINEERS 24. Simplify the expression , ~ which refers to bridge girders. (Hint. Take out common factor in bottom line. Then cancel.) 25. The expression -HB 3 - HB 3 + 8 HB 3 relates to the bending 7 25 75 of beams. Take out the common factor HB 3 and simplify. 26. Simplify the expression b h H (a 6), which refers to the area of a certain geometrical figure. (Note. First remove the brackets ; then take out the common factor h and reduce.) Multiplication with Expressions of Two Terms. It is sometimes necessary to multiply together two quantities, each of which is represented by an expression containing 2 terms, e. g., a b multiplied by a -f c. The operation would be indicated thus : (a - b)(a + c). It must be noted that it is incorrect to write the statement as a 6 X a + c ; in this case only the a and b in the middle of the expression are to be multiplied. But when we say " multiply the expression a b by the expression a + c," it is intended that the whole of the expression a b is to be multi- plied by the whole of the expression a -f- c. Hence brackets must be used to denote that each expression is taken as a whole. These symbolic expressions with several terms and brackets are exactly similar to the compound expressions containing vulgar fractions, as given on p. 33, etc. The method is to take one expression, say the a b, and multiply it, first by one term, say a of the other expression ; then by the other term c and add the results together; just as in multiplying 33 x 24 we multiply the 33 first by 4 giving 132, and then by 20 giving 660, and add the two results together, giving 792. The usual method of laying out the work is as follows : a -b a + c a 2 ab + ac be a 2 ab-\- ac be = Product. Explanation. Multiply the whole of the top line (i. e., the ex- pression a b), by the symbol a in the expression a + c : a times a = a a , which is written beneath the line under a + c. Now + a multiplied by b = ab which is written after the a 2 . This completes the multiplication by the a. Now multiply the whole SYMBOLS AND THEIR USES 151 of the top line by the c : (+ c) x ( + a) = ac. This must be written in another column, as there is no existing column for ac. Then (+ c) X ( b) = be. Another column has to be made for this, as shown. This completes the multiplication, and now the products are added up. In this particular case there is no actual addition to do, as each column contains only one term. Then the result is a 2 ab + ac be', the order of the terms does not matter so long as the signs are correct. Example 131. Simplify the expression (b xR)(a 2x) + axR, which occurred in an investigation on retaining walls. (b - xR)(a - 2x) + axR b - xR = ab- axR - *xb -f 2^R + a*R ab ~ a * R 2xb = ab 2xb -f- 2# 2 R ab axR 2xb a The multiplication is exactly similar to the previous one. When " collecting up the like terms " in the second line, note that axR and -f a#R = ; tick off the terms when collected so that all are included. Complicated examples in this kind of work are not very com- mon. The most important application is given in the following section : Evaluating such Expressions as (a b) 2 .* 1. (a + 6) 2 , i. e. t " the sum of two quantities, squared," or, " the square of the sum of two quantities." 2. (a 6) 2 , i. e. t " the difference of two quantities, squared," or, " the square of the difference of two quantities." 3. (a + b}(a b), i. e.> " the sum of two quantities, multiplied by the difference of the same two quantities," or, " the product of the sum and difference of two quantities." Such expressions often occur, and the reader should be able to write them down at once when required. This operation is fre- quently called " expanding the expression." It must be noticed that (a + b) 2 is not equal to a 2 + t 2 , and that ( a _ 5)2 j s no t equal to a 2 6 2 , as might be imagined at first sight. * The statement (a 6) a is a short way of saying " (a -f- b) 2 and (a - &)." 152 ARITHMETIC FOR ENGINEERS i. (a + 6) 2 = (a + b)(a + b). a + b a + b + ab + b* Multiply by + a a x a = a 2 ; b X a ab Multiply by -f- b a X b = + a& ; written beneath the previous one b X b = fc a Let us call " a " the first term and " b " the second term. Then it is seen that our result contains + a 2 which is the square of the first term. + b 2 second term. -f 2ab twice the product of the two terms. Then the result is best summed up in the following sentence : The square of the sum of two quantities = the square of the first term -f the square of the second term + twice the product of the two terms. Thus, in writing out the value of (p -f- x}*, -|- Square of first term = Square of p = -f- 3 -f second term = x = -f x* + Twice product of the two terms == -\-2px /. (p + x y = p* + *px + x* 2. Difference of two quantities, squared. (a - b) z = (a- b)(a - b) a-b a -b 2 ab - ab + b* a* 2ab + b 2 Multiply by -f a axa==a 2 ; --&x-f-a= ab Multiply by b a X b = ab] written beneath the previous one Note that in this case we have I- a 2 which is the square of the first term. + 6 a ,, second term. zab which is minus twice the product of the two terms. SYMBOLS AND THEIR USES 153 Therefore The square of the difference of two quantities = the square of the first term + the square of the second term twice the product of the two terms. Thus, in writing out the value of (n y) 2 -f- Square of first term = Square of n = w* + ,, second term = ,, y = y 2 Twice product of the two terms = - zny .*. (n y)* = n 2 zny -f y 2 3. Sum of two quantities multiplied by the difference of the same two quantities. (a + b ) (a - b) a + b \ a b a 2 + ab ab-b* b' 1 Multiply as before It will be seen that the sum of + ab and ab = o, since -f- i neutralizes i Note that here there are only two terms, thus -f- a 2 which is the square of the first quantity b 2 which is minus the square of the second quantity Therefore The sum of two quantities multiplied by the difference of the same two quantities = the squart of the first term the square of the second term. Hence in writing out the value of (N -f n)(N n) + Square of first term = Square of N = N a ,, ,, second term = Square of n = n 1 /. (N + w)(N - n) = N 2 M a It should be noted that the order of the terms in the two brackets should preferably be the same, e. g., (N + n)(N n) and not (n + N)(N n). The latter is equally correct, but might lead to confusion as to which is the " first term." Actually the first term is the one which comes first in the subtraction. The advantage of remembering the rules in the above manner is that any two-term expression may be dealt with. Should one of the terms be a number, then some reduction may be made after having written out the result according to the above rules. 154 ARITHMETIC FOR ENGINEERS Thus in evaluating the expression (x 3) 2 , an example of case 2, -f Square of first term = Square of x = x 2 ,, ,. second term = ,, ,,3 = 9 Twice product of the two terms = 2 X 3 X # = 6* .*. (* - 3) a = ** - 6* + 9 With a little practice the result may be written down almost directly, the squaring being done mentally. When the terms contain more than a single symbol it is ad- visable to work in two steps. First write out the " squares of terms/ 1 etc., without any reduction. Then take each term of the result and simplify where possible. Example 132. Expand ($m -}- ny)*. Result = Square of first term + Twice product + Square of second term .". (3^ + ny) 2 = (3m) 2 + 2 x 3 X ny + (ny) 2 Now reduce terms where possible. Thus, (3m) a = 3 2 m a = gw 1 2 X 3m X ny ~ 6mny (ny) 2 = n 2 y 2 Hence result = gm 2 -f 6mny -f- n 2 y* Working directly without the intermediate step, there is a greater possibility of error. With practice, of course, it is quite possible to obtain the answer directly. / P\* Example 133. Find the value of If -- ) P /P\ a Example 134. Simplify the expressions (a) (-i) 2 ; (b) (a) (n i) 8 = n 2 2 x i X n = n 2 in -\- i SYMBOLS AND THEIR USES 155 Example 135. Simplify the expression V 2 _ y2 _ ^ v __ v) 2 , which relates to water turbines. After expanding (v V) 2 , the result must be enclosed in a bracket to indicate that it is all to be subtracted. v z _ v 2 (v - V) 2 1,2 _ v 2 (v 2 2vV + V 2 ), expanding the square = v 2 V 2 v 2 4- 2vV V 2 , removing the bracket 2V 2 , collecting like terms. The expression 2vV 2V 2 may also be stated in the form 2V (v V). The case of (a + b) (a b) = a 2 6 2 is often of use when reversed, or stated in words The difference of the squares of two quantities may be expressed as the product of the sum and difference of the two quantities. Or, M 2 - N 2 = sum x difference = (M + N)(M - N) This form is useful, as it may enable further calculation to be done in a simpler manner, or it may make cancelling possible. For example, in certain calculations connected with fly-wheels, expressions like N 2 w 2 occur when N and n have values which are nearly equal. Then the form (N + n)(N n) makes the evaluation of the expression an easy matter. The following example will illustrate. Example 136. Find the value of N 2 n 2 , which relates to the energy in a fly-wheel, when N = 250 and n = 247. w 2 = (N + w)(N - n) = (250 -{- 247) (250 - 247) = 497 X 3 Proof. 2 5 2 = 62500 247 2 = 61009 1491 Note. If we had taken 25o 2 247** the working would be less easy, as squaring these numbers is comparatively a long process. As an example of its use to effect cancelling and further simplifi- cation of a problem, the following example may be considered: 2 V(y V] Example 137. The expression a^tl'v 2 occurs in connection with the efficiency of hydraulic turbines. Reduce to a simpler form. 2V(wjT_Y) _ __ ?V(v ~ V) t/a _ V a ~ '(v + V)(fT^V) _ 2V cancelling (v V) in top and v + V bottom Note. By converting the f 2 V 2 into the form (v -f V)(t/ V), the term (v V) may be cancelled. 156 ARITHMETIC FOR ENGINEERS Exercises 39. On Expansion of Squares of Two Terms, etc. Multiply : 1. x 3 by 2x -f i. 2. x 2 4 by # 2 -f 7. 3. / -f x by 2/ x. 4. 20 -f y by a ir. 5. 2s + 3/> by s . 6. fc 3 3& 2 by 6 -f 2. 7. a 2 fl& -}-- b 2 by a -f 6. 8. a 2 -f- a& -f- b 2 by a 6. Expand the following expressions : 9. (2* -}- y) 2 . 10. (AT - 2 y) 2 . 11. ( 3 - 2/>) 2 . 12. (/> - 4 ) 2 . 13. (/ + Av) 2 . 14. -f 2 15. *-. "-(-- 17. (iv -2)-. 18. ( 3 m -H i-2/O 1 . 19. (| 4- /)*. 20. (in - - 5 ) 2 . Simplify the following expressions : 21. (2 - l)(z + 1). 22. (M + 3 )(n - 3). 23. ( j - *)^ + *) + , - *. 25. ^ - *y + -. 26. 1 - + 27. Simplify the expression (/ -f z) (I 2 $z 2 ) (I 2 z~}z, which occurs in a problem on moving loads over suspension bridges. By using factors find the value of N 2 n 2 in the following cases: 28. N == 100, n = 98. 29. N == 450, n = 445. 30. N = 130, n = 127. 31. N 144, n 141. 32. In connection with a differential hydraulic accumulator it was necessary to evaluate D 2 d 2 when D = 14 and d = 12. Find the required value by using factors. 33. With reference to the lengths of the sides of right-angled tri- angles we have the statement b 2 = a 2 c 2 . Find by the " expansion method " the value of b 2 when a = 9-625 and c = 3-125. (Note the shortness of this method compared with squaring.) PV -bv 34. Simplify the expression PV -f - PV which relates to the power required for air compression. (Hint. Reduce all terms to the common denominator n i, remove brackets from the resulting numerator and simplify, then take out common factor.) 35. For the area of a certain geometrical figure which has certain dimensions, a t c, A and h, there is an approximate formula \ch\ there is also another approximate formula |A/?. By adding 3 7 ^ of the first expression to ^ of the second expression, a third formula is obtained which is found to be very accurate. Obtain this formula and in it substitute for A the expression - . Simplify to give a formula 3 for the area in terms of the dimensions a, c and /*. CHAPTER IV SIMPLE EQUATIONS Equations Generally. Speaking generally an equation is a short statement that two things are equal, the sign = being used, e. g., 2 f -6" = 30". But the word equation is usually applied to a statement of equality containing various symbols, from which something has to be calculated. The statement on p. 86, V = CR is, of course, an equation, but it is also called u a formula for V in terms of C and R," because the value of V can be obtained directly by simple arithmetic, after substituting values for C and R. Now supposing that we know the values of C and V, and desire to find the corresponding value of R. Let V = no volts and C = 250 amperes; then substituting these values in the above formula we can write no = 25oR Now this statement is called an equation in one unknown quantity, since it contains only one symbol whose value is not yet known. From it the value of R can be calculated, but other operations than those of simple arithmetic will have to be performed. The object of this chapter is to show how to proceed in various cases. The quantities contained in any equation are divided into two classes : known quantities, i. e. t those whose numerical values are known, as the V and C above; and unknown quantities, i. e., those whose values have to be calculated, as R above. The process of finding the value of the unknown quantity is known as " solving the equation," and the final result is called the solution. When describing the operations to be performed we shall speak of the " left-hand side " of the equation, meaning all written to the left of the equals sign, and the " right-hand side/' meaning all on the right of the sign, The all-important thing that must be kept in view when dealing with equations of any type is that the two sides must always be equal. To suit our own convenience the sides may be considerably changed 157 158 ARITHMETIC FOR ENGINEERS in appearance, but the values must remain the same. As soon as the equality is disturbed the statement is no longer true. An equation can be looked upon as a balance or pair of scales, when just in equilibrium (see Fig. 20). The actual things in the scale pan may be very different, but the weight of each side must be the same. The weight in the pair of scales corresponds to the value in our equation, and the two scale pans correspond to the two " sides " of the equation. We can operate upon the weights in the scale pans in various ways without destroying the balance, but whatever is done to one side must be done to the other. Thus if we add 2 Ibs. to one side we must add 2 Ibs. to the other ; if 3 Ibs. be taken from one side, 3 Ibs. must also be taken from the other side. Also if the weight on one side is multiplied or divided by 4 exactly, the same must be done to the other side. Exactly the same idea applies to equations. Simple Equations. Equations are divided according to the highest power of the unknown quantity which they contain. When only the first power is present then the equation is a Simple Equation, e. g., 966 = 1114 7/, where / is the unknown quantity, and is only of the first power. When the second power, or square, is the highest power of the unknown present then the equation is said to be a Quadratic Equation, e. g., x 2 + 5* + 18 = 12 where x is the unknown and x 2 , i. e. the second power, is the highest power present. Only simple equations will be taken in this book, but in all equations the principles of the simple equation apply. The solving of an equation requires manipulation of the quantities involved, and therefore a knowledge of the preceding chapters. The most common operations which have to be performed are those of multiplication, division, addition, and subtraction. These will be taken singly and in combination. Equations requiring Division. As a simple example con- sider the equation $w = 168 To give this a real meaning let w represent the weight in pounds of a small bag of cement. Then the equation can be represented as in Fig. 20, where on one scale pan we have 3 bags of cement (all the same size), and 168 Ibs. on the other pan just balancing. The 168 Ibs. has been made up of three 56-lb. weights. Then evidently if three sacks weigh three 56-lb. weights, one sack will weigh one 56-lb. weight. That is, w = 56 = J of 168 SIMPLE EQUATIONS 159 Writing this in mathematical form 320 = 168 .\ i> = ~ of 168 = = 56 Ibs. o o Notice that on the left-hand side, to obtain the w above we have divided the ^w by 3. Notice also that the right-hand side has also been divided by 3. Thus in detail : = i. e., w = 56 Ibs. j o Hence we see that if in the given equation we find the unknown multiplied by a coefficient (as the 3 above), then we can isolate the 3 ur = 168 U/ = 56 Fig. 20. unknown and still keep the equality, by dividing each side by this coefficient. This is usually stated as " dividing across by 3." Example 138. If h = height of water in feet in a vertical pipe, then p the pressure in pounds per square inch at the bottom is given by the equation 2-3 p = h. Find the pressure when the height is 25 ft. Substituting for h 2-3 p = 25 T- 2 '3 2 *3/> _ 2 5 ^3 "23 = 10-9 Ibs. per sq. in. Having obtained a solution, a check on the correctness of the working is always available by substituting in the given equation the calculated value for the unknown, and then simplifying each side. If correct, the two sides of the equation will be found equal ; i6o ARITHMETIC FOR ENGINEERS otherwise some wrong operation has been performed. Beginners should certainly check all their equations. For the earlier examples of each type in this chapter the check will be shown. To prove the truth of the result in Ex. 138, we substitute the value 10-9 for p in the equation. Thus 23/> = 25 Substituting 2*3 X 10-9 = 25 Simplifying 25-07 = 25 which is quite satisfactory, as the slight difference is due to the value 10-9 being calculated to only 3 significant figures. With a simple equation as above, the operation performed (dividing by 2-3) is easily seen. With more difficult types the operations may involve many steps. It is therefore advisable to state at the left-hand side what operation has been performed on each line as shown above. Then when returning to the equation for checking or reference, it is easy to pick out any operation. The steps can be very briefly stated : thus " -f- 2-3 " in the previous Example, No. 138, means " dividing both sides by 2-3 " and similarly " X 25 " would mean " multiplying both sides by 25." The reader can also use abbreviations such as " simpli." for " simplifying." Adopted right from the commencement of equations, the scheme becomes a habit and is of distinct advantage in more difficult work. The sign /. (therefore) is placed before the last step in the working to emphasize the conclusion arrived at. The following example shows that the method is just the same if the coefficient is a decimal. Example 139. Find the value of x from the equation "ix 6. Proof. Substituting 30 for x in given equation 2 X 30 = 6 6 =6 2* = 6 "2.X 6 -2 ~ V 2 . x = 30 .'. Result is correct. With practice the number of steps may be reduced. Thus, in the above example, the step = may be omitted, the left-hand side being understood. The working would then appear thus : 2* = 6 SIMPLE EQUATIONS 161 Exercises 40. On Equations requiring Division. Solve the following equations : 1. 50 = 16-5. 2. lid = 134. 3. '75D = 16. 4- 3-7* = 3-5. 5. -1055 = 11-05. 6. "004M = 17. 7. 251* = 1-35. 8. 440 == 11-5. 9. R X 1*34 = 37. 10. If la = V calculate the value of a when / -667 and V = 15. 11. The formula Pv = pV refers to the expansion of gases. Find the value of v when P = 165, p = 20, and V = 13-4. 12. The speed of a belt is given by the formula V = irDN where V = speed in ft. per min., D = dia. of pulley in ft., and N = revs, per min., and ir = 3-14. A planing machine belt is to run at 1500 ft. per min., over a pulley running at 240 revs, per min. What must be the diameter of the pulley ? 13. The formula pr = ftrj * relates to steam boilers. Calculate the plate thickness / (inches) for a large marine boiler when r = 114, p is to be 210, /= 18000, and 17 is to be '9. Give the actual result and also the thickness to the next -fa". 14. In a hydraulic press P = "78$d 2 p where P = total load in pounds, d = dia. of ram in inches, and p = pressure of water in pounds per square inch. Calculate the pressure p when the ram is 12" dia. and is to exert a total pressure of 150 tons (i.e., P = 150 X 2240 Ibs.). 15. Find the value of h from the formula v 2 = 2gh, which relates to hydraulics; when v = 30 and g = 32. 16. Using the formula in Ex. 13, calculate p the pressure allowable (pounds per square inch) in a compressed air receiver where r = 9", t = .25, n = -66, and / = 10,000. 17. For a direct-acting steam pump we have the formula '75D 2 P = d*p. A certain pump has D = 8, P = 60, d = 3-5. Calculate p using these values. 18. If V = 2 -47^2 calculate the value of d when V = 257 and t = 1*56. Equations requiring Multiplication. Sometimes the co- efficient multiplying the unknown appears as a vulgar fraction, I P e.g., - P, or in the form -. To isolate the unknown here we must o ? p multiply by the denominator, since x 5 = P, the 5's cancelling ; we have therefore to " multiply across by 5." p Example 140. Solve the equation =8-3. P = 8- 3 Proof. 5 3 Substitute for P in equation X 5 -y = 5 X 8-3 ... 413 _ 8 . 3 ' P = 4 I- 5 /. 8-3 =8-3 Result is correct. * v is the Greek small letter "eta." M 162 ARITHMETIC FOR ENGINEERS Example 141. Solve the equation -^- =13. - m - = 13 30-5 X30-5 '-^ =i3X3-5 m = 396-5 After the first few examples it is possible to dispense with part of the second step, and to set down as in the next example. Example 142. Find the value of / from the equation - = 2-31. ^ - 2 ' 31 X '43 ' = 2 *3l X -43 = -993- The above two sections may be summed up into one general rule : Either side of an equation may be multiplied, or divided, by any number provided that the other side is also multiplied, or divided, by the same number. Thus if A = B then *A = xB] and A B Y wnere x is an y number Exercises 41. On Equations requiring Multiplication. Solve the following equations : -3 10. For an electric battery supplying current we have the formula c = - where c current, e = volts lost in cell, and r = resistance of cell. If c = -56, and r = 2-5, find e. 11. The formula r = c refers to long columns. Calculate the value of / when c 160 and k =* I-O75. SIMPLE EQUATIONS 163 y 12. If = N, a formula relating to belts, calculate the value of trD V when IT = 3-14, D = 1-25, and N = 165. T? T? 13. The formula ^ = ^- is employed when measuring electric K. 2 -TM resistance by a Wheatstone bridge. s If R 3 = 10, R 4 = 1000, and R 2 = 247, calculate the value of R^ 14. The formula c = - relates to the clearance volume in a Y ~~~" I gas engine. If c = 25, r = 6-5, calculate v. 15. The formula - =~ applies to the expansion of gases. Calculate the value of v when P = 115, p = 20 and V = '25. 16. In a transformer if E t = primary voltage, E 2 = secondary voltage, Sj = turns in primary coil, and S 2 = turns in secondary coil, C* o then-^ 1 - = ^. Find St if E, = 6000, E 3 = 500, and S 2 = 12. H, 2 b 2 Combination of Multiplication and Division. Both operations are required in equations like the following. They may be combined or performed in one step, but first will be shown separated for clearness. Example 143. Solve the equation - d 13, giving the diameter of a circle whose circumference is 13*. 22 , y^= 13 I , 13 -r 22 - d = - 7 22 X7 <*=X7 = 4-14. The first step is to divide across by 22 since this is a multiplying coefficient. Secondly, multiply by 7, since this is a dividing number. Combining the two operations we multiply by 7 and divide by 22, 7 i. e ., multiply by . Then d = 13 Proof. 7 22 V x 4*14 = 13 X d = 13 x 2 7 2 7 .-. 13-01 == 13 = 4'H .', Result is corre 164 ARITHMETIC FOR ENGINEERS Example 144. When a gas expands under the application of heat, V T the formula ~ = 7 is of importance. Find the value of t if V = 2-5, v = 7-8, and T = 550 Y I t; "* * Substituting- | 55? x x < fil- - 550 2 X 7-8 2-5* = 550 x 7-8 ... 3 < _ 550 X 7-8 _ * - ?5 - The double multiplication performed in the above example in passing from line I to line 3 can be usefully combined into a step called Cross Multiplication. Notice that in line 3 we have on the left- hand side 2-5 X t\ i.e., the top of the left-hand fraction (in line i) X the bottom of the right-hand fraction. Similarly on the right-hand side we have the top of the right-hand fraction x bottom of left- hand fraction. Thus two multiplications have been performed, as indicated here, o^XCT / an( * the two products equated. By means of this we are enabled to at once straighten out any equation in which the whole of each side is separated into numerator and denominator by a division line ; the unknown can then be readily found. Exercises on proportion are best treated when worked on A C the above lines, since A : B : : C : D can be stated as ^ = T^ 15 D Example 145. The horse-power of a steam engine is given by the formula H.P. - O Q Q -where H.P. = horse-power, p = mean effective pressure in Ibs. per sq. ins., L = stroke in ft., a = area of piston in sq. ins., and N = number of strokes per min. Find the stroke L when H.P. = 50, a =s 143, p = 27 and N = 300. Substituting the given values in the formula, the following equation is obtained (reversed for ease of reading). 27 X L x 143 X 3^ = o 330 T __ 50 X 330 I Approximation. 27 X 143 X 3 27X 143 X 3 say 17' 5X3 3x1x3 5. = about 2'. SIMPLE EQUATIONS 165 In equations of this form it is best to perform all the algebraic operations before doing any actual simplifying. Then one expres- sion is obtained for the result, and is easily dealt with. Where a slide rule is used this is a decided advantage. Thus in the above example it is best to work in the form shown rather than to simplify some of the figures on the left-hand side first. Exercises 42. Multiplication and Division combined. 1. For a direct current generator ----- = K where E = volts, C = current in amperes, and K = kilowatts. A generator to develop 150 kilowatts is to work at 220 volts. What current will it give ? 2. The formula r ^ refers to a screw-jack. If p = -5, * = 3-14, and r = 250, find the value of R. ^A 3. The formula K = - gives the capacity of a parallel plate con- denser. Calculate the value of A when K = 18, k = 3-5, TT = 3-14 and t = -15, d 2 s 4. A rough rule for petrol motors is H = where H = horse- power, d = dia. of cylinder in inches, and s = stroke in inches. A motor with a cylinder 3*25* dia. is to develop 3-5 H.P. Calculate its stroke. 5. The formula d*l = -~- refers to dynamos. Calculate the value of c for a small multi-polar machine where d = 18, / = 26, K = 37-5, and N = 475. 6. In connection with the strength of beams Z = ->*-. Calculate the value of b if Z = 24 and h 6. Lv 2 7. The formula h =f- refers to pipes conveying water. In a certain test L = 12, v = 6*5, d = 4 and h -85. Calculate the value of/. 8. For hydraulic pipes t QQ where / = thickness of pipe in inches, d == dia. in inches, and H = head of water in feet. A pipe is 5" dia. and \" thick. Calculate the value of H. 9. The pull of a lifting magnet is P = ^ Ibs. Calculate the value of A if P = 3490 and B = 16000. 10. The formula H = -. refers to the magnetic field produced by a coil of wire. In a certain coil / = 20, T == 250 and H = 75. Calculate the value of C. 166 ARITHMETIC FOR ENGINEERS PD 11. The formula S = - --- relates to the strength of boilers when metric units are used. Calculate the value of P when S = 7-5, D 1-35, and / = 12. 12. If H = horse-power obtained from a waterfall, Q = quantity of water in cubic feet per second, and h height of fall, then H = - where G = 62-4. Calculate the value of Q when H = 40 and h = 10-5. 2 R 2 13. The formula / --f P relates to flat circular plates loaded uniformly. If R = 18, t = -625, and / = 9000, calculate the value of p. 2^N 14. Find the value of N from the formula -^ = when * = 3-14 DO w' T and <a = 35*6. 2/2 15. The formula e = ^ relates to the twisting of shafts. Calculate the value of /, if 9 = -35, / = 5-5, C = 5400, and d = '375. (In the following few examples the unknown is in the denominator. They are best solved by cross-multiplication,} 18. The formula R = - relates to the resistance of an electric a conductor. In a pair of feeders supplying current to a number of lamps / = 21600, R = -286, and s oooooo66. Calculate the value of a. 17* The formula r relates to a screwjack. Find p if r 200, R = 20, and * = 3' 14. P V P V 18. The formula - L - 1 = - 2 2 relates to the mixture in a gas engine. T! r 2 s If P t = 15, Vj = 1-3, r t = 480, P 2 = 102, and V 2 = 25, calculate r 2 . 19. The capacity of a plate condenser is given by the formula kA K = ,. Calculate the value of f if k = 3-6, K == 150, A = 650, 47T( and TT = 3'i4- tt>L 2 20. The formula d = -^r refers to overhead electric conductors. Calculate the value of T when d = 12, L = 13 20 and w '5. Equations requiring Subtraction. As an example consider the equation w + *5 =71. Let w represent the weight of a bag of cement, as before; then this equation is represented by Fig. 21. On the left-hand scale pan we have the bag of cement (weight unknown) together with a weight of 15 Ibs. All this is balanced by 71 Ibs. on the right-hand pan. To obtain the bag of cement by itself on the left, we must remove the 15 Ibs. from the left-hand pan, and to preserve the balance we must also remove 15 Ibs. from the right hand. SIMPLE EQUATIONS 167 Then, 10 + 15 71 - 15 w + 15 15 = 71 15 /. w = 56 Ibs., i. e., the sack weighs 56 Ibs. Hence when there is a known quantity added to the unknown, the latter is isolated by subtracting the known quantity from each side of the equation. Example 146. Find the value of r from the formula R + r = s when R = 199 and s = 256. Substituting given 199 + r == 256 values, 199 199 + r 199 = 256 199 r =57 Proof. *99 + 57 = 256 /. Result is correct. Example 147. If w + w l = w. it find the value of w i when w = 21*7 and w 2 = 22-63. Substituting, 21*7 + w l = 22*63 21-7 21-7 + w l 21*7 = 22-63 2I *7 Proof. 2 1 -7 + -93 = 22-63, /. Result is correct. In practice the second step may be shortened thus 21-7 4- a/! == 22-63 21*7 t^ = 22-63 217 = -93 Equations requiring Addition. Consider the equation w 10 == 46. If w again represents the weight of our bag of cement, this equation is seen in Fig. 22. On the left-hand scale pan is a bag of cement (weight w when full) from vrtiich 10 Ibs. of cement i68 ARITHMETIC FOR ENGINEERS have been taken out. This partly filled bag is found to weigh 46 Ibs. Now let us supply 10 Ibs. to the left-hand pan to make up the weight of a full sack ; then 10 Ibs. must be added to the right- hand pan to keep the balance. So that w 10 = 46 + 10 W 10 + 10 = 46 + 10 /. w = 56 Ibs. = weight of sack. Hence when there is a known quantity subtracted from the un- known, the latter may be isolated by adding this known quantity to each side. lOlbs has been fa Ken owV of .Hn bag. (We9hr when full -It/) 4-6 Ibs U/ -1O = UT * * Fig. 22. 4-6 4-6 56 Example 148. Solve the equation T 35 T - 35 = 81 + 35 T - 35 + 35 = 81 + 35 .*. T = 116 = 8i. Proof. 116 35 = 81 /. Result is correct. Example 149. Find the value of T from the equation T 2 73 = 131. + 273 T - 273 T - 273 + 273 T 131 + 273 404 Proof. 404 - 273 = 131 Result is correct. As before, the work may be shortened by combining steps 2 and 3. Thus, T 273 = 131 + 273 T = 131 + 273 = 404. The operations in the two previous sections may be summed up in the following rule : Any number may be added to or subtracted from either side of an equation provided that the same number is also added to or subtracted from the other side. SIMPLE EQUATIONS 169 Thus if A = B then A + x = B + x). . , j A ^ r where x is any number and A - x & x) J The operations may be conveniently dealt with in a more me- chanical manner. Consider the shorter form of working in the four previous examples In Ex. 146, the 199 was + when on the left, and when on the right 147, 217 + 148, ,, 35 ,i ,, + ft 149, 273 + It is noticeable that in each case the sign becomes changed. Hence : Any term (i. e., set of symbols or numbers between a pair of + and signs) in an equation may be written on the other side if its sign be changed. This is called "transposing." Thus in Ex. 148, the 35 is transposed, i. e. t it is written on the other side with an altered sign. Exercises 43. On Equations requiring Addition and Subtraction. Solve the equations 1. x -f 5 = 12. 2. p -}- 147 = 96. 3. h -f -015 = 37. 4. 275 -f L = 1236. 5. / -f 1200 = 6250. 6. 11-5 + D = 23-85. 7. Y -f i = 7'7- 8. n -f -333 = 1-667. 9. -004 -f C = -00415. 10. The formula H = S -f #L refers to wet steam. Calculate the value of S when H = 1115, x = -895, and L = 889. 11. The formula W = H -f Cr refers to the energy given out by a cell. If W = 2-7, f = -028 and C = '5, calculate the value of H. 12. The formula D = Cs + k is used when measuring distances with a telescope. Find the value of k when D = 166-2, C = 100, and s = 1-65. Solve the equations 13. m 5 = i'i. 14. x 21 = 27-85. 15. H - 34 = 2-5. 16. Y - -15 = -16. 17. y -006 = 'ooi. 18. D -05 = 1-13. 19. P 14-7 = 21-3. 20. L -105 = 125-605. 21. / -55 = ~ -ox. 22. The formula u = v at is used in mechanics. Find the value of v when u = 25, a = 3-8, and t == 7. 23. From the formula L -f- "]t = 1114, find L, the latent heat of steam if t = 250. Equations combining the Four Rules. The equation usually met with requires two or more of the foregoing operations. 170 ARITHMETIC FOR ENGINEERS Example 150. Find the value of a from the equation v = u at, when v = 6-5, u = 33, and t = 3-5. Substituting values 6-5 = 33 3*5# Transposing 3-5 a = 33 6-5 26-5 -3'5 a = -^j- = 7-57 Proof. Left-hand side = 33 3*5 x 7-57 = 33 26-5 = 6-5 /. Result is correct. Note. Before the value of a can be obtained the 3-5 a must be isolated, which is done by transposing. This also gives a plus sign to the term containing the a. Example 151. Solve the equation 27-6 -f '45 a = 13 27-6 + -45* = 13 27-6 -450 = 13 27*6 = 14-6 Note. After transposing, the right-hand side, when evaluated, becomes minus. Then, dividing across, we have a minus divided by a plus quantity. Remembering the points in Chap. Ill, the result is minus. Example 152. If r is the internal resistance of a battery, the number of batteries connected in parallel, and R the external resistance, then the total resistance R! is given by the formula Find the value of r if Rj = 1-07, R = -45 and n = 4 Substituting the given values 1-07 = '45 + - -45 l'0 X 4 '62 X 4 = r = 2-48 Note. The term ~ is first isolated by subtracting the term 45. Then is converted into r by multiplying across by 4. Example 153. If F is a temperature on the Fahrenheit (English) Thermometer, and C the corresponding temperature on the Centigrade (French) Thermometer, then F = - C -f- 3 2 Find the Centigrade reading when F = 212. SIMPLE EQUATIONS 171 Substituting 212 = - C -f 32 32 212 32 = - C X - 180 X ^ = C 9 9 C = IPO Example 154. If p is the pitch (in inches) of a riveted joint, d the rivet diameter, and -n the efficiency of the joint, then 2-Z '-- = TJ. Find the value of /> when d = -75 and rj = -7. Substituting given values, X /> - -75 = '7 X p. Transposing /> -yp = -75 Simplifying -3^ = -75 ^7 e -4- 3 p = -*- D = 2-5 inches Note. Since p is the only denominator we multiply through by p, the fact that there is also a p in the numerator making no difference. Exercises 44. On Equations combining the Four Rules. 1. If F is the Fahrenheit temperature, and C the corresponding Centigrade temperature, then F = -C -f 32. Calculate the tempera- ture C when F = 86. 2. If t is the thickness of a boiler flue and L the maximum un- supported length, then according to the Board of Trade rule : L i2o/ 12. Find the value of t when L = 3'-6". (Note. Work in inches.) 3. The formula H = S -f #L refers to saturated steam. Calculate x, the " dryness fraction" when H = 1113, S = 338, and L = 876. 4. The formula B = H -f 4*! refers to magnetism. Calculate the value of I when B = 18300, H = 22*5 and * = 3-14. 5. From the formula v = u + at, important in mechanics, calculate a, if v 47, u = 5, and t = 28. 6. The formula R -f = S relates to electric batteries in parallel. Calculate the value of r when R = 15, n = 10, S = 17-5. 7. If 25 = 14-6, calculate the value of /. 8. In connection with wire ropes we have the formula D = + yd. If D = i J and d = '064, find the value of n. 9. When turning soft cast iron the formula v ~ 115 13000 may be used, where v = cutting speed in ft. per min. and a = area of cut in sq. ins. If v is to be 70 ft. per min., what will be the value of a ? I 7 2 ARITHMETIC FOR ENGINEERS 10. The expression p A -f- ^ relates to thick cylinders. Calculate the value of B when p = 750, A = 700, and r = 6*5 . 11. The formula c 2 = Shr 4/1 2 refers to a circular arc. Calculate the value of r when c 15 and h 4-7. 12. The tapping size of a Whit worth bolt is given approximately by the formula d = -QD -05, where d is tapping size and D = out- side diameter. A certain bolt must be ia6* at the bottom of the thread (*. e., d = i-i6). Calculate the outside diameter of the bolt to the next largest sixteenth. 13. The formula v* = w 2 -f 2as refers to moving bodies changing their speed. Calculate the value of a when v = 3500, u 3750 and s = 30. 14. The latent heat of ammonia is L = 566 8/, where t Fahren- heit temperature. Calculate the temperature at which L = 502. 15. Using the formula in Ex. 14, above, calculate t when L = 595. 16. The formula L = 176 -27* gives the latent heat of sulphur dioxide, where / == temperature F. Calculate the value of / when L = 160. 17. The equation nr wR = o gives the condition for the maximum current from a certain arrangement of cells. Calculate R when r = 2-5, n = 5, and m = 7. 18. Using the formula in Ex. i, calculate the temperature C when F = 25. 19. The formula ad = c refers to the relative cost of gas and B electricity as lighting agents, where a = cost of electricity in pence per B.O.T. unit, and b = cost of gas in pence, per 1000 cu. ft. If a 4, d = 3j, c = ij, and e = 2, find 6. 20. The formula * == -oooiPD -f -i refers to steam boilers. Calcu- late the value of P when t = -625 and D == 42. 21. The formula s = i -\ is given in connection with helical springs, to allow for reversing loads. Calculate the value of n when s = 3'7- __ 22. The formula -. = a, relates to bodies in motion. If v = 15.5, / = .75 and a = 76, calculate the value of u. - 4 23. The formula ^ = n relates to the efficiency of heat engines. If n is to be 33 and t is 520, what must be the value of T ? j? v 24. Calculate the value of E from the formula C = -, which refers to a dynamo supplying current, when V = 108, C = 215, and r = '028. 25. Using the formula in Ex. 6, above, find n when S = 31-3, R = 30, and r = 6'5. 26. The formula g = -- refers to a " Porter " governor. Calculate w when H = -33, N = 270, and W = 54. (ffin/. First evaluate the left-hand side.) SIMPLE EQUATIONS 173 Equations with Several Terms. In some calculations equations are obtained with several terms on each side, with the unknown quantity appearing in more than one term. In these cases all the terms containing the unknown are collected to one side, and all those containing the known to the other side. On simplifying, the resulting equation is quite simple. Example 155. Solve the equation 3* = 255 4* 3* = 255 - 4* Transposing, 3* -f 4* = 255 Collecting, jx 255 + 7 ,-553-36.4 Explanation. In this case the unknown x occurs on two sides of the equation, and hence either the 3* or the 4* must be transposed to the opposite side. By transposing the latter, the sign of the unknown is kept positive. After transposing, the " like terms " 3* and 4* are " collected " as in Chap. Ill, p. 134, reducing the equation to a simple form. Proof 3* = 255 4* .'. 3 X 36-4 = 255 4 X 36-4 109-2 = 255 145-6 109-2 = 109-4, and result is satisfactory. In this and other cases the two sides do not prove exactly equal. This is due to limiting our calculations to three significant figures but the agreement is sufficiently close to prove our method correct. Example 156. In an experiment to find the specific heat of copper the following equation was obtained : 430005 = 3960 -f 15105. Find the value of s. 43000 5 = 3960 -f 1510 5 Transposing, 43000 s 15105 = 3960 Collecting, 41490 5 = 3960 5 = - = .0955 Example 157. Solve the equation 5 -f- R =: 15 3R. 5 + R = 15 - 3 R Transposing, R + 3R 15 5 Collecting, 4R = 10 TD I0 -5-4 R= 7 = 15 Note. Two changes are necessary here to collect the two terms with the R on the left and the numbers upon the right. I 7 4 ARITHMETIC FOR ENGINEERS Example 158. The equation 300 -f 883* = 1148 + 1-4 occurred in a boiler test, " x " representing the dryness of the steam. Calculate the value of x. 300 -f 883* = 1148 -f i4 Transposing 883* = 1148 -f 1-4 300 4-883 - = 84 Example 159. Find the value of n from the formula e(m a) = a, when e = 1-33, m = o, and a = i. Substituting the given values i-33(o i) = i Simplifying 1-33 X i = i Simplifying 1-33 = n i Transposing I 1-33 = n After substituting, the bracket (o i) is reduced to i. The rest is simple if the multiplication of unlike signs be remembered. Equations containing Brackets. These may be solved with the help of the laws in Chap. Ill, p. 143, for removing brackets from expressions. After any necessary removal or insertion of brackets, the equation can usually be dealt with by some of the foregoing methods. Any bracket which contains figures only may be re- moved by simplifying these figures; removal by algebraic means is then unnecessary. Example 160. Solve the equation 65 4 s = 7(3 + *) 65 - 45 = 7(3 + s) Removing brackets 65 45 = 21 + 75 Transposing 65 21 =75 + 45 Simplifying 44 = n 5 44 -n -" = i Explanation. First remove brackets on right-hand side, by multi- plying every term inside the bracket by the 7. Then transpose the known values to the left, and the unknowns to the right, thus keeping the sign of the latter plus. Then proceed as usual. Example 161. The following formula occurs in heat experiments : W(T /) = w(t /J. Find the value of / when w = 71-5, T = 95, W = 8-3, and /, = 15. SIMPLE EQUATIONS 175 W(T - t) = w(t - /,) Substituting given values 8*3(95 /) = 71*5^ 15) Removing brackets 788-5 8-3* = 71 -$t 1072-5 Transposing 788-5 + 1072-5 = 71 -5* -f- 8-3* Collecting 1861 = 79-8* -79-8 < Note. In removing brackets care must be taken to multiply all the inside quantities by the outside number. Example 162. The formula V = R __ gives the " velocity ratio " of a Weston pulley block, when R = radius of large pulley and r = radius of small pulley. Find the value of R when V = 25 and r = 2. Substituting given values 25 = ^ J-Y ~ 2 X (R 2) 25(R 2) = 2R Removing brackets 25R 50 = 2R Transposing and simplifying 23R = 50 Note. Multiply through by the denominator R 2, inserting brackets to ensure correct multiplication. Example 163. Find the value of a from the formula e = n ~~ ~ 16 m a (used in toothed gearing), when e = - , n = 55, and m = o. Substituting given values, = _ J ZT Cross-multiplying i6a = 5(55 a) Removing brackets i6a = 275 50 Transposing 275 = i6a 5a= na ~ 2 75 -f- ii a = -jj> = - 25 Example 164. The equation 450 7-50; 7-6(45 -f w) = o refers to a problem on a loaded beam. Determine the value of w. 45 ~ 7'5 W - 7' 6 (45 + ) = o Removing brackets 450 7-5^ 342 y-6w = o Collecting 108 15-1^ = Transposing- 108 = 15-1 w 108 f- 15-1 w = Y 5 ~i = Zlii Note. Change the sign when removing the bracket. 176 ARITHMETIC FOR ENGINEERS Example 165. Solve the equation 15 (# i) 4(# - 3) = 2(7*5 + *) I5(* i) - 4(x - 3) = 2(7-5 + *) Removing brackets 15* 15 4* -f 12 = 15 + 2* Transposing 15* 4* 2* =154-15 12 Collecting 9# = 18 4- 9 # =2 Exercises 45. Equations requiring Removal or Insertion of Brackets. 1. Solve the equation 5(3* 4) = 10. 2. The equation n = -65(15 n) occurred in a calculation on a reinforced concrete beam. Find the value of n. 3. Find the value of R from the equation 20 (R 2-5) = 2R, which refers to a Weston pulley block. 4. Find the value of a in the equation 22(1-5 ~ a ) 3(4 a ) which occurred in a problem on epicyclic gearing. 5. Find the value of a in the equation -85(1 a) = 2 a, referring to toothed gearing. 6. The formula L -f T t = W(/ ^) occurs in connection with jet condensers. Calculate the value of / when L = 1015, T = 142, W = 28-5, and fj = 54. Solve the equations 7. 3* 2(5 2*) = 24. 8. n 2(n + i) = 3 5. 9. 3* - (* + 3) = i - 4(7 - 2/). 10. The equation 8i(/ 3000) = 20-25(7 -f 3) occurred when finding the stress in the metal of a hydraulic cylinder. Find the value of the stress /. FA 11. The formula = W(H -f A) relates to forces caused by shock. Calculate the value of A when F = 11200, W 56, and H = 18. 12. Find the value of r from the equation 2(7 5) = 3 4- 5(2 f). 13. The formula w(L -f- /) = W(T /) deals with a mixture of ice and water. Calculate the value of t when w = 28-5, W = 397, L = 80, and T = 18. 14. The equation 130$ = 3(i9'5 c \ + 5 6 (7*5 ~ <0 occurred in a calculation to find the voltage drop in an electrical conductor supplied at both ends. Solve for c. 15. The formula $G(a -f b) = h(a -f zb) relates to the strength of masonry dams. Calculate the value of a when G = 15*6, h = 33, and 6- 15- C* I Q 16. The formula J = m is used in connection with galvano- meter shunts. Calculate the value of S when G = 54 and m = 20. i* ^ 17. The formula g = H , refers to an economises If g = -15, T = 250, and H 1185, calculate the value of /. SIMPLE EQUATIONS 177 18. The formula e = - applies to epicyclic trains of gear wheels. Calculate the value of n when e = , a = 30 and m = o. 19. Using the formula in Ex. 18, calculate the value of n when e ss -25, m = 5, and a = 1*4. Solve the following equations ; 20- j^* = - -5- 21. =^ = 3-5- 22. Calculate the value of/ from the equation {. -- = , which 7 H / - 95 9 relates to the strength of a hydraulic cylinder. 23. The formula R = J ~ refers to clearance in a steam engine. If R = 2 53, and r = 2-67, calculate the value of C. 24. The formula C = ~* r"~ relates to the electric current supplied R -f- nr r * by a number of cells connected in series. Calculate the value of n when C = 8, E = 1-08, R = 5, and Y = 1-23. (Give the calculated result and the result to the next whole number.) 25. The formula -/-- = r- relates to the strength of reinforced d n t concrete beams. Find the value of n when d = n, m = 15, c = 600, and t = 16000. 26. The formula w = ->- - .- relates to the weight of built-up girders. If w = 13-3, W = 95, / = 76, / = 6-5 and r = 14, calculate the value of the ratio c. Equations containing Brackets : Cases where Removal can be avoided. Any equation containing brackets can, of course, be dealt with by their removal as in the previous section. In certain cases, however, by retaining the brackets, the working is easier. This is true for those equations where the unknown only occurs once, that once being inside the bracket. The following examples will illustrate. Example 166. An experiment to determine the latent heat of steam (in metric units) produced the following equation : 5i-9(L -f- 60) = 1190 x 26. Calculate the value of L. 5i'9(L -f- 60) = 1190 x 26 T , f 1190 X 26 _ ~ 51-9 L -f 60 = ~" 5I . 9 ~- = 596 Transposing L = 5 96 60 = 536 Explanation. Note that L only occurs once, and is inside the bracket. Dividing across by the coefficient 51-9 the bracketed quantity (L -f- 60) is isolated, and since there is a + s ig n outside, the bracket is not necessary. Continue as usual. 178 ARITHMETIC FOR ENGINEERS For comparison, the same example is shown worked by removing the brackets in the ordinary way 5i-9(L -f- 60) = 1190 x 26 Remove brackets 5i'9L + 3114 = 30900 Transpose 5i'9L = 30900 3114 = 27786 (say 27790) A L -?gf -536 Note that by the first method the working is simpler, and the operation of multiplying the 60 by the 51*9 is saved. Example 167. The Fahrenheit temperature F and its corresponding Centigrade temperature C, are connected by the equation C = -(F 32). A refrigerating machine keeps a cold store at a temperature of 8C; what is the equivalent F reading ? Substituting given value 22 = --(F 32) X* _".?..,_ Simplifying 39-6==F 32 Transposing 39-6 -{- 3 2 F F = 7-6 Note. Multiplying across by - isolates the bracketed quantity. Example 168. The formula wjL -f- (t 32)} = W(T t) occurs when rinding the latent heat of water in English units. Solve for L when w = '125, T = 54, W = i-i, and t = 37. Substituting values, -I25{L + (37 32)} = 1-1(54 37) Simplifying- *I25{L + 5} = i-i x 17 T , 18-7 -r 125 L + 5 = -^ = I49'5 Transposing L == 149-5 5 = 144-5. Example 169. Find the value of $ from the formula W(T-*) = (w l + ws)(t-t l ) when, W = 25 w l = 68-3 w 15-5 T = 91 / = 36 *! = 16-3 Substituting values 25(91 36) = (68-3 -f 15-5 s)($6 16-3) Simplifying 25 x 55 = (68-3 + 15-55) x 19-7 -19.7 ^==68.3 + 15.5 5 Simplifying and transposing : 69-8 68-3 = 15-55 1-5 == i5-5 -r 15-5 = ~ - '0968. SIMPLE EQUATIONS 179 Exercises 46. Equations with Brackets where Removal is not needed. 1. A formula for the piston speed of a petrol engine is 333 (r -f 2) = V, where r = stroke-ratio and V = speed in ft. per min. If V is to be 1 200, calculate the value of r. 2. The expression w(L -f t) W(T t) refers to a expression on the latent heat of water. Calculate the value of L when w = 120; W = 452, T = 30-5 and t = 7-5. FA 3 The formula = W(H + A) relates to the strength of bodies under impact. Calculate the value of H when F = 12-6, A == -27, w = - 5 . 4. Find the value of the Fahrenheit temperature F from the formula R = ^(F 32) when R = 57'5. (R is Reaumur temperature.) 5. Using the formula in Ex. 4, above, calculate the value of F when R = - 10. 6. The formula c 2 = h(D h) refers to circular arcs. Calculate the value of D when c = 3-78 and h = -77. 7. In heat experiments we have the formula H = (W + ">)(T /). If T = 60, t = 23, W = 435, and H = 18650, find w. 8. The formula = h(zr h) applies to the measurement of flat 4 circular arcs. Calculate the value of r when c = 3-5 and h = -43. 9. The formula Z = h\K + ~J is connected with the strength of built-up beams. If Z = 176, h = 27, and a = 13-5, calculate the value of A. 10. Using the formula given in Ex. 9, above, calculate the value of a when Z = 255, A = 7-5, and h = 33. 11. The formula R = R (i + refers to the increase in resistance of an electric conductor with a rise of temperature. In a test on a sample of aluminium wire R = -327, R = -42 and t = 65. Calculate the value of o. 12. The formula H = -2d 2 (r -f i) gives the horse-power of a petrol engine when d = cylinder diameter in inches, and r = stroke-ratio. Calculate the value of r when H = 5 and d = 3-3. 13. The expression w(T t) = (W + e)(t ^) occurs in heat experiments. In a particular case w = 96-8, W = 278-5, T = 96, t = 35, / x = 15*5. Calculate the value of e. 14. p = f(i gc 2 ) is Johnson's formula for columns and struts. Calculate the value of g when p = 4-73, / = 7, and c = 45. 15. In a test to find the latent heat of water we have the statement w (t T) = u^L -f (T 32)}. Find the value of L when w 20, i 60, T 45, w l i. i8o ARITHMETIC FOR ENGINEERS 16. The formula c = ~~J~T:> relates to electric batteries. If c = 2, E = 2-7, and r = '032, calculate the value of R. 17. The formula p = ~ , . relates to the allowable pressure on ^ 60 v + 20 r slides. If p is to be 300 what is the value of v ? 18. The formula j-j 1 = -^ G T ' is used when measuring high resistances. In a particular test D l = 135, D 2 = 207, R = 100,000, RI = 30,000, G = 4150, and r = 7000. Calculate the value of x. Fractional Equations. Certain equations contain terms in the form of vulgar fractions, more or less complicated, in which the unknown may occur as part of the numerator, denominator, or of both. To explain the method let us solve the equation 2 + "J ~~ 2~ Considering the left-hand side we have to add two terms which inform are exactly like vulgar fractions : the fact that they contain an unknown quantity need not create any difficulty, and in fact these terms can be treated exactly as fractions. It is best, how- ever, to work according to the method already treated in this chapter when clearing an equation of quantities below the line. Thus, if we multiply both sides of the equation by the product of all numbers below the line, in this case 2 X 5 X 2 = 20, we can, by cancelling, clear the equation of fractions. Thus- | + ~ = ^ 10 4 10 20* , 0X2* v6 X SQ X/}f* ' A \_ ~ V_ _ . ^ _ ~ A zu v. -p v ~ \j " io# + 8* = 3-6 X 10 Collecting iSx = 36 Proof. Substitute the value 2 for x in the given equation Then- \ + 2 - * 2 = 3 ; 6 /. i -f -8 = 1-8, which is true, and * the result is correct. SIMPLE EQUATIONS 181 The second step, with a little practice, may be omitted. Thus, when multiplying by 20, the process is carried out mentally in the following way : v First term, 20 times - 2 into 20 goes 10 times O V Second term, 20 times 5 into 20 goes 4 times. 10 times x = IQX. Write IQX. 5 into 20 goes 4 times. 4 times 2% = Sx. Write Sx. Other side, 20 times 2 into 20 goes 10 times 10 times 3-6 Write 10 x 3-6. In the examples worked, this multiplying step will be shown in detail, but will be enclosed in brackets, thus [ ], to indicate that it is for explanation only. It will be seen that in the next example we multiply by 12 in- stead of by the product of 6 and 4, although the latter would give the same result. Multiplying by a lower number that will still cancel the 6 and the 4, we get figures that are easier to work with. Obviously, then, we multiply by the L.C.M. of the numbers below the line. Example 170. Solve the equation ---- = n. 7 a * 6-4"" X L.C.M. of 6 and 4 - 12 [&-*!? _ &? = X .12"] L ^ \ i _J .'. 140 3 = ii x 12 Collecting na =11x12 . -B-^-,, Note. When multiplying across, the 1 1 must be included, although it has apparently no denominator. Its denominator is really i, as shown in the second step, but, of course, has no effect on the figures and so may be omitted in the working. When the term or terms on the other side are also fractional, then the L.C.M. taken must be that of all the denominators, as in the next example. Also in dealing with a term in which the numerator is composed of two parts, e.g., 25__5^ ft must be carefully remembered that the line of division performs the same office as a bracket, the expression 182 ARITHMETIC FOR ENGINEERS 0# tf merely being a shorter statement of -- +--, as used in ordinary vulgar fractions ; and when multiplying, both the quantities on top of the line must be multiplied. Example 171. Solve the equation ~ 3 "t-5 __ j 3* + 5 ^1 , i 7 23 _ _ _ _ . r~ 6 21 14- X L.C.M. of 7, 2, ^ [b 21 14-1 W X (3* -I- 5) _^* ,. VJ X "" * + *~J and 3 = 42 .'. l8,Y -j- 30 = 2I# -f- 14 Transposing 30 ~ 14 = 2ix i8x Simplifying 16 =3* ^ 3 *^J& Note. After cancelling the left-hand side, remember that both the terms 3* and 5 are to be multiplied by the 6, giving i8x -f- 3. It may assist beginners if a bracket is put round such terms as the 3* -f 5. Then, on multiplying, the form 6(3* + 5) is obtained, which shows more clearly that both the terms have to be multiplied. This becomes very important when minus signs occur; see Ex. 173. Example 172. Solve the equation -^-"^5 + 5 ^ p _j_ 5 ~ P^ ) + X 5 _. Ig , /. i2/> + 10 + 30 = iBp -f 5 - p Transposing 10-1-30 5 = i8p p i2p Collecting 35 = $p -7-5 P^T. Explanation. The L.C.M. of the denominators being 18, we multiply throughout by 18. In the second step the compound numerators are shown closed in brackets to show that they must both be operated on. Remember to multiply the first p on the right-hand side. When the signs between the terms are minus, great care must be exercised, as a change of sign occurs. The following example will illustrate : SIMPLE EQUATIONS 183 Example 173. Solve the equation - * J> - 3* + 3 ___* 6 5 " 3 X L.C.M. of 6, 5, $q X 5 W3* + 3) _ ^ X and 3 = 30 L ^ ^ ^ /. 25 18* 18 = 10* Transposing 25 18 = IO,Y + 18* Collecting 7 = 28* 28 x J 8 - = J or '25 Explanation. Only the second term on the left side calls for any comment. On multiplying across by the 30 this term becomes 313* -r 3^ anc i on cancelling reduces to 6(3* + 3). On re- moving the bracket, as the sign outside is minus, the + sign is changed, and we have i8# 18, as shown in the working. An unknown in the denominator should create no difficulty; the equation is cleared of fractions in the same way. Example 174. If r and 5 are two electrical resistances connected in parallel, and R is the equivalent resistance, then these quantities are connected by the formula j = -p . Find the value of r when s 6 and R = 2. Substituting given values ?. -|_ JL = L X L.C.M. of 6, 2, and r = 6r /. 6 + r = 3f Transposing 6 = 37 r = ^2 '=5=3 Proof. i , i 2 2 Example 175. Find the value of m from the equation i = X L.C.M. = fm, |5W $m x = \m X-| L ^* ^J 5tn 10 = 2m Transposing 5m 2m = 10 $m = 10 -r 3 = = 3'33 i8 4 ARITHMETIC FOR ENGINEERS Exercises 47. On Fractional Equations. Solve the following equations ; A 2 . a , 1. a -\ -- = 6-5 3 ^ 5 D 3 * ""- 1 - * ~ 2 = * ~~- 234 5. r - i = ^=-7 6. * - 2 + ** ~ i + *- ^4 9 . -- 2 2 i n n 2 3 2 C " ~ 5 ~ d 2 -f- 3<i 2 5 8. ? 2 __ 30 4 10. A + 2 __ 223 3 19, JK _,_. 2 2 A*?. # 3 5 2 5 V V 13. The formula = C is used when measuring electrical resistances. Find R if V = 35, C = 7, and r = 590. 14. Using the equation in Ex. 13, find V if R = 6-7, r 535, and C - 5-4- h a 2b 15. Calculate the value of a from the formula g = . ? "^" ^ , referring to the strength of dams; when g = 7-3, h = 18, and 6 = 7. 16. The formula ^ = ** """ * refers to the refraction of light at spherical surfaces. If v = 15, u = 20, and r 10, find the value of p. Equations requiring Square Root. Although quadratic equations are not taken in this book, there are some simple equations containing squares which may be solved without any further know- ledge. Such equations are those in which the square is the only power of the unknown which is present, as in the following examples. Briefly the method is to solve the equation as though # 2 (say) were the unknown quantity. Arriving at some numerical value for x 2 , the value of x is then easily obtained. The equations may be of any of the forms in the foregoing sections, and exactly the same methods will be adopted to determine the value of the square of the unknown. Example 176. The formula F = -00034 WRN 2 is used in connection with engine governors. Find N when W = 3, F = 69, and R = 6. Substituting values 69 = -00034 x 3 X '6 X N a -r -00034 x 1-8 N 2 = ^ = 112700 Taking V N = ^112700"= 336 revs, per min. * a is a Greek small letter " theta." ( A is a Greek capital " delta." 1 /u is a Greek small letter " mu." SIMPLE EQUATIONS 185 Explanation. Treating N 2 as the unknown, the equation is divided across by the coefficient of N 2 , leaving N a alone. Taking the square root of the value of N 2 gives the value of N. Example 177. If h ft. is the "height " of an engine governor and N its speed in revs, per min., then h = -2^-. Find the speed when the height is 0-35 ft. Substituting -35 = ** X N 1 '35N 2 = 2938 -35 N' Taking \/~~~ N = ^8400 = Qi-6 revs, per min. T> Example 178. The formula q A -- g~is used in connection with thick cylinders. Find the value of r when q 1120, A = 560, B = 5040. Substituting given values 1120 = 560 - Transposing - \ - 560 + 1120 = 560 X r 1 54 56or 2 3040 _ H . 9 Taking ^^~ r = Vg = 3 Note. Here it is advisable to transpose first, thereby reducing the size of the figures. Example 179. In connection with the strength of materials we - W 2 yr find the formula ^ - = W 2 . Find the value of m when E l = 13400, m "~ m i i E 2 = 14400. Substituting- _L_ X (w a i) m 2 = i-o74(m 2 i) Removing brackets w 2 = I-O74W 2 1-074 Transposing i'74 = i'074m 2 m 2 = -074* 1-074 *O74 m 2 = '--*- = 14*5 /^ . t J Taking \/~~ m = ^14-5 = 3-81 186 ARITHMETIC FOR ENGINEERS Exorcises 48. On Equations requiring Square Root. c 2 1. The formula s = relates to manilla ropes, where c = circum- ference in inches and s = safe load in tons. Calculate the value of c for a rope to support a load of -45 ton. 2. The formula V = 247^/ 2 relates to the volume of an anchor ring of round section. If V = 18-7, and d 6, find t. 3. The formula / = - refers to the stress caused by centrifugal force. If / = 200, w = -83, g = 32 and a = 2-4, find v. 4. The formula H = -5 relates to engine governors. Calculate the value of n when H = "375. B 2 A 5. The pull on an electric magnet is P = in Ibs. In a r to 11,180,000 magnet where P is to be 600 the value of A is 7-2. Calculate the value of B. 6. For a direct-acting steam pump we have the formula '75D 2 P = d*p. If p 150, P = no, and d = 8J, find the value of D. 4)0? 7. The formula / =* ~^- relates to the strength of a flat square plate. If f = 15000, p = 15, and a = 21, find the value of t. 8. In the formula given in Ex. 7, calculate the value of a when / = 2800, p = 150, and t = 1-125. 9. The formula / = j a - refers to the strength of a flat circular plate. Calculate the value of R if /= 9000, p = 60, and / = '625. 10. If a timber beam be loaded at the centre of the span, the breaking load in Ibs. is W = , , where b, d and / are the width, depth and span in inches, and a = a constant depending on the material. Find depth d for a beam 3" wide to support 6000 Ibs. on an 18" span, when a = 19200. e 2 L, 11. The formula h = ~~ji relates to water pipes. Calculate g (galls, per min.) for a pipe 4" dia. (= d), and 450 ft. long ( = L) when the friction head h = 30 ft. t/ 2 12. The formula f- h = H occurs in hydraulics. If h = 3*35, H = 3*53, and g = 32, calculate the value of v. 13. The formula y = Hj H 2 relates to the expansion of steam in a turbine nozzle. If Hj = 1200, H 2 = 1090, g = 32-2, and J = 778, find the value of V. 14. The formula q = A T refers to the strength of thick cylinders. If A = 7200, B = 64800, and q = 14,400, find r. 15. The formula j i = x occurs in some problems in hydraulics. Calculate the value of c if x = '0628. 16. The formula P = ^i- xJ^L is used in reference to the strength s o of flat stayed surfaces in boilers. Calculate / when P = 180, c = 125, SIMPLE EQUATIONS 187 17. Calculate d t the diameter of cylinder (ins.) required for a petrol motor to develop a horse-power (H) of 7-5, using Henderson's formula H = -2d 2 (r -f- i). when r = 1*2. 18. Work Ex. 17, using Poppe's formula H = *8i(d -yg) 2 , i. e. t find d when H = 7*5. Equations requiring Squaring. Often it is necessary to solve an equation containing the square root of the unknown quantity, as in the remaining examples in this chapter. These are easily solved by previous methods, with only one extra opera- tion. Thus, in the formula, V = 8-02 Vh, when V is known, the value of Vh can be easily found, and squaring gives the value of h, since Vh X "Vh = h. Sometimes the operation of squaring must be performed at an early stage in the working, and sometimes right at the end, but in all cases the whole of one side must be under the root sign before any squaring is performed. Example 180. If water falls from a height h ft. it acquires a velocity of V ft. per sec. as given by the formula V 8-02 Jh~ Find the height to give a velocity of 66 ft. per sec. Substituting 66 = 8-02 VJT Simplifying Vh =8-23 Squaring h = (8-23)* = 677 ft. Explanation. Here the A//Tmust be isolated before h can be found. Hence the equation must be divided by the coefficient 8-02. Then squaring the value of V/Tgives the value of h. As a proof, the reader should substitute the result in the given formula, and see whether V comes to 66, as it should do. Example 181. If T is the time in sees, of the double swing of a pendulum and / is its length in ft., then T = 27r^/ where ir = 3-142. What length of pendulum is required to give a double swing of 2 sees. ? Substituting Simplifying V --/ = -3183 32-2 Squaring ~ 2 ~ = ('S^) 2 = -1013 x 32-2 / = -1013 x 32-2 = 3-262 ft. say, 3 ft. 3i*. 188 ARITHMETIC FOR ENGINEERS Example 182. In connection with water flowing in channels and pipes, we have the formula c \ where g = 32. By experiment we find that c = no. What is the corresponding value of /* ? Substituting 110 = ^ /^ -5 . A* Squaring Simplifying HO 2 = I2IOO = 2 X 32 u 6 4. X M -r I2IOO 12 1 00 /A = p = _ 6 .4 _ I2IOO OO529 Note. Squaring is the first operation that must be performed as the whole of the right hand side is under the root sign. Example 183. Find the value of Y from the formula h V 2 * 2 5 ~ y2 (which relates to an engine governor) when h -833. Substituting -833 = \/2 T 25 r 2 Squaring '694 = 2-25 r 2 Transposing r 2 = 2-25 -694 = -556 Taking V r = >/-~55 6 "= '7\ 6 - Note. This example involves both squaring and square root. To obtain Y we must know f 2 ; and to obtain this we must know the value of 2 '25 r 2 . Therefore the first operation must be to square each side. Then r 2 is obtained by transposition, and r follows from a square root. Exercises 49. On Equations requiring Squaring. 1. The formula w = 1000 Vd refers to roller bearings for long bridges. Calculate the value of d if w = 2500. 2. The formula d = i^VjTrelates to riveted work. Find the value of/if <*= 3. Calculate the value of r from the Lanchester motor rating formula H = -4^V^when H = 5-5, and d = 3-75. 4. If T = 2ir\/ calculate the value of g when T = 1-82, / = 2-73 o and TT = 3*14. 5. The formula B =\/- applies to curves on tramway tracks. If B = 6, and t = 1*375. calculate the value of R. 6. Calculate the value of i from the formula v = cVmi, which relates to the flow of water, when v = 3-8, c = 95, and m = 1-7. SIMPLE EQUATIONS 189 7. In the formula given in Ex. 6, calculate the value of w if v = 6, c = 120 and i = -00045. VTJ" -r- refers to reinforced concrete beams. Calculate the value of /* when B = 190,000, b = 10, and/ = 15. /~~2^sP 9. The formula p \J r> ~~ relates to helical tooth gears. Find R if p = 2j, P = 5450, and k = 1075. /P" 10. The formula T = V i refers to the strength of locomotive fireboxes. If T = 8, calculate the value of P. Vx~ 11. In connection with slide valves we have the formula = = n. i- V* If n = 2-41 calculate the value of x. 12. In connectionjwith the strength of thick cylinders we have the formula -^ = \/y^-?- Calculate / when D = 4, d = 3, and p = 1500. 13. Calculate the value of p in the foregoing formula when D = 7, d = 4, and / == 12000. 14. A formula connecting the cylinder diameter ^of a steam engine with the indicated horse-power is d 2O$\/ -TJJJ- Calculate L if d = 12, I.H.P. = 37, /> = 40, and N = 180. 15. The formula A = h 2 \ -, -61 gives the area of a segment of a circle. Calculate D if A = 8-83 and h = 2-21. Exercises 49a. Miscellaneous Examples on Equations. 1. For a compressed gas cylinder the formula p(R t) ft is applicable, where p = internal pressure, R = outside radius, / stress in the material, and t thickness. Calculate the necessary value of t for a case where p = 1*5, R 3-5, and/ = 8. 2. The wave length of an oscillatory electric circuit is given by the formula X = ^\/LC where L = inductance, C = capacity, and k a constant. Calculate the value of C when k = 1884, L = 130 and A is to be 500. (X is the Greek small letter " lambda lf .) 3. For the Pitot tube used for measuring the velocity of a fluid the fundamental formula is p = Jpf 2 . For a particular case p = W 2490 h, p = 0-73, and v = -0268 . Substitute these values in the fundamental formula and reduce all the constants to give a new formula, giving h in terms of W and a. (p is the Greek small letter " rho ".) 4. The inductance of a circular solenoid of circular section is given by the formula L = -0126 w 2 [R VR 2 fl 2 ], where n = number of turns of wire. Calculate the value of n required if L is to be 100, and R = 4*5 and a = 1-5. 5. Referring to the formula in Ex. 4, calculate the value of a when L = 150, n =E 220 and R = 4*8. CHAPTER V TRANSPOSITION OF FORMULAE The General Solution. The process of solving an equation is not always confined to cases like those in Chap. IV, where a numerical answer is obtained. In many cases an equation is com- posed entirely of symbols, and the solution is a more or less com- plicated algebraic expression. Such an equation is called a literal equation, and the solution is a general solution, i. e. t one that will suit for all numerical values of the quantities involved. The applications of this are as follows : Consider a formula such as H = 1082 + 3/. Frequently several values of H are known, and it is required to find the corresponding values of /. If each value of H be substituted in turn in the given formula, and the resulting equations worked out as in Chap. IV, a considerable amount of time and space will be occupied in repeating a number of similar statements. This can be saved if, in calculating the various values of /, all the algebraic operations be performed before any substitution. Thus from the above formula it can be calculated that t = ^^ , and all that is necessary is to substitute each o value of H in turn, and to evaluate the right-hand side in each case (see Ex. 186, p. 192). Often in the process of finding the general solution some of the symbols and figures may cancel (see Ex. 187, p. 192), thus reducing the amount of arithmetic necessary in the final substitutions. Again, when studying problems in some branch of science, it is constantly necessary to find a formula by which a particular quantity can be calculated. An examination will show some con- nection between the various quantities involved, as, for example, in the case of a boiler, where we can determine the relation prl = ftlrj. If it is necessary to calculate / for any particular conditions a formula -far for t can be obtained from the above relation, i. e. t t = ~. The W 190 TRANSPOSITION OF FORMULA 191 operation of finding this formula from the known conditions is purely an algebraic one, and is independent of the values involved. The name " transposition " will be given to the process of finding a new formula for some particular quantity contained in a given formula. In the majority of cases it will be found better to trans- pose the given formula before substituting numerical values. The Unknown Quantity. Considering an equation such as ap + r = /, we cannot merely say " solve this equation/' as there are four symbols whose values are unknown. Hence it is necessary to specify the particular symbol whose " value " is desired. Strictly speaking a " value " means a numerical value, but it is quite evident what is meant. Thus suppose a formula for p is required from the statement ap + * = f> we can express ourselves in several ways, e. g. : " solve for p in the equation " ; " find the value of p in the equation " ; " find a formula for p " ; or " transpose for p." Some difficulty may be experienced at first in distinguishing the unknown quantity from the remaining symbols, especially if, in the course of working, the unknown occupies different positions. To assist in this direction the unknown will be shown in heavy type throughout the working of most of the examples in each section ; the student, in his first few cases, can put a ring round the unknown quantity. The methods of working in this chapter are practically identical with those in Chap. IV if the unknown be regarded as a symbol, and all the other symbols as numbers, and treated accordingly : also the order of treatment is similar. For the first example of each type a numerical equation will be shown as an illustration : and proving these will readily show that the method is correct. Equations requiring Division. As with similar cases in Chap. IV, the equation must be divided across by the quantity which multiplies the unknown. Example 184. If P represents the pressure of water in Ibs. per sq. ft., and p the pressure in Ibs. per sq. in., then i^p = P. Find a formula for p. I44P * '44 Similar Numerical Example. 3* = 15 + 3 e. In the numerical case one other step is possible, i. e. t the evaluation of . This, of course, cannot be done in the left-hand case until the value of P be known. 192 ARITHMETIC FOR ENGINEERS Example 185. If E = primary voltage, e = secondary voltage, C = primary current, and c = secondary current in a transformer, then neglecting losses ec = EC. Transpose for c. ec = EC EC * * ~ T Example 186. If D = the diameter of a belt pulley in feet, N = revs, per min., and V = velocity of belt in ft. per min., then V = 3-I4DN. Find a formula for D, and calculate the values of D when V has the values 800, 1000 and 1200, N being 200. 3-i 4 DN = V V -r 3'MN D (i) V = 800 .*. D = 3-14 X 2^ (2) V = IOOO D = IOOO 3*14 X 2OO (3) V = 1200 D = I2OO 3'14 X 2OO = 1-273 ft = 1-592 ft. = 1-91 ft. Note. It should be easily seen that the multiplier of the unknown D is 3-I4N. Hence the equation is divided throughout by this quantity. Example 187. The relation -d* = irdl occurs when finding the lift of a mushroom valve, d being the valve diameter and / its lift. Find a formula for /. What should be the lift of a 3" valve ? - - ;* + '-"-Si Cancelling, / = 4 When d = 3" I = ^ 4 Explanation. Divide across by ird to get / on left-hand side by itself. The expression is then cancelled by -nd, leaving a very simple result. It is evidently better to calculate the lift from the final expres- sion than to substitute for and d in the given equation and then work out. Equations requiring Multiplication. Equations where the unknown is divided by a number, or symbol, require to be multiplied by this number or symbol to isolate the unknown. TRANSPOSITION OF FORMULAE 193 TT Example 188. The formula = p connects the pressure p of water in Ibs. per sq. in. with the head H in ft. Find a formula for H. Similar Numerical Example. 2-3 X 2-3 H x 2 = * X 2 # = 4X2 Example 189. If Q = the quantity of electricity in coulombs, and / the time in sees in which it flows, then C the current in amperes is given by C = y . Transpose for Q. Q -C 7 ~ x * Q = a w Example 190. With an alternating electric current p = y^r where p = power factor, W = true power (watts), E = volts, and C = current. Find a formula for W, and find the values of W: (a) when E = no, C = 35, and p = *8i ; (6) when E 6000, C == 23, and p = *739 --p EC " p X EC W = pEC (a) W = -81 X no X 35 = 3120 watts (b) W = *739 X 6000 x 23 = 102000 watts. Exercises 50. On Equations requiring (a) Division, (b) Multiplication. (a) DIVISION. 1. Transpose for a in the formula F = Ma. 2. The formula w = eCt relates to electrolysis. Transpose for e. 3. In connection with the expansion of gases we have the formula Pt/ = pV. Transpose for P. 4. In Exs. 40, No. 12, we have the formula V = wDN. Find a formula for N. 5. Transpose for R 4 in the equation R^ == R 2 R 3 , which relates to the measurement of electrical resistances. 6. In Exs. 40, No. 14, we have the formula P = f yS^d 2 p. Transpose for p. 7. Transpose for / in the formula pr = ftrj t which relates to steam boilers. 8. With reference to an alternating current the formula W = ECp occurs. Transpose for C. 9. Solve the equation t; 2 = 2gh, for h, this occurring in hydraulics. 10. In Exs. 40, No. 17, we have the formula *75D 2 P = d 2 p. Solve for P. 194 ARITHMETIC FOR ENGINEERS 11. Transpose for s in the formula H = ws (T *), which relates to problems on heat. 12. Lewis's formula for the strength of wheel teeth is L = c X p X w X F. Find a formula for w. (b) MULTIPLICATION. T? 13. If R = 7*- transpose for E. Ly M 14. The statement / = 7 refers to stress in beams. Find a formula for Z by cross-multiplying. 15. If Q is the actual discharge through a nozzle, and Q l is the theoretical discharge, then the " coefficient of discharge " c = ~ . Find a formula for Q. 16. The formula *r r t^ refers to levers. Solve for E. W D 17. The formula V = ~- relates to an electrically charged sphere. ftr Transpose for Q. 18. Transpose for v in the formula c __ which relates to the clearance in gas-engine cylinders. A* TTr-^t f . ti TVX u j- No. of teeth _. , 19. With reference to gear wheels: Pitch dia. = - ~j .- -, Find a statement for " No. of teeth." H W 20. The equation = ^ occurs in connection with engine governors, and F = 'OO034WRN 2 . Substitute this value of F and transpose for H. Equations requiring Multiplication and Division. To obtain a formula for the unknown the equation must be multiplied by the quantities dividing the unknown, and divided by those multiplying it. The operation may be done separately if so desired, but very little practice should enable the student to combine the two operations. Example 191. If p = the number of pairs of poles in an alternator, n = the number of revs, per sec. and / = the frequency of the current, then p = /. Transpose for />. Similar Numerical Example pn 2 - = 2 *" 9 X 2 TRANSPOSITION OF FORMULA 195 PD 92. The formula S = - oc boilers, using metric units. Transpose for P. PD Example 192. The formula S = - occurs in connection with 2t x D Example 193. If c*r = f -J R, find a formula for R. , (c\ 2 T> c*r = (- 2 )R c 2 Simplifying cV = R Cancelling by c* /. R = 4^. e. The resulting formula is far easier to use than the original expression. Example 194. In an investigation concerning the arrangement of the cells in an electric battery the following equation appeared : ^- = : and it was desired to find the value of p. Transpose for p. R E 2 p _ w " R Explanation. The unknown being p, the equation must be divided by E* and multiplied by ^Rr ; combining the two operations the equa- tion is multiplied by -g. R is then cancelled. When the result contains both numbers and symbols it is usual to place the numbers in front. Example 195. The Board of Trade formula for steel tube- plates in boilers is p = 2OO L """- ', p being working pressure, T thickness, W width of combustion chamber, D pitch of tubes, and d inside diameter of tubes. Transpose the formula for the thickness T. 20oooT(D d) WD X WD 20oooT(D d) 4- 2Oooo(D d) 196 ARITHMETIC FOR ENGINEERS e. The bracketed quantity (D d) should be looked upon as a single symbol or number; there is no need for removing the bracket. The operations of multiplying and dividing are done separately in this example as the expression has rather a heavy appearance. In the following example the unknown is below the line, but exactly the same principles apply. Example 196. The capacity of a plate electric condenser is given k A by the formula K = ^. Transpose for /. ,, __ kA Note. Clear equation of "~~ 4ir* fractional appearance by cross- Cross-multiplying, 4?r/K = A multiplying, which brings un- __ A known to left-hand side. Then ~ r ^ ~~ 4rrK proceed as usual. Exercises 51. Multiplication and Division combined. 1. The Board of Trade Rule for Morrison Furnaces is P where P is working pressure, T is thickness, D is diameter. Find a formula for T. EC 2. In Exs. 42, No. i, the formula -- = K appears. Transpose forC. 3. The horse-power taken by a D.C. motor is given by the formula EC -p = H, where E = volts, C = current in amperes, and H = horse- 740 power. Transpose for C. 4. The expression W = 2-71* refers to the weight of air.* Solve for p. Hdf 5. In Exs. 42, No. 8, we have the formula t = . Solve for d. 6. In connection with the horse-power transmitted by belts the SV formula H = ---- occurs. Transpose for S. 7. The formula Z = -^- occurs in connection with beams. Transpose for b. 8. Solve for S in the formula H = j^ Q t which refers to the rating of petrol engines. 9. Transpose for d in the formula W = C-^-, which refers to the weight of chimneys. * T is a small Greek letter "tau." TRANSPOSITION OF FORMULA 197 10. In Exs. 42, No. 10, the formula H = . occurs. Transpose for CT. R L 11. In a law applying to wedges we have p = -. Obtain a formula for P (i. e. t cross-multiply). 12. The formula V = refers to volume of air. Solve for p. . 2'7I/> kA. 13. Find a formula for k from : K = ., which gives the capacity 4** of a parallel plate condenser. Lv a 14. Transpose for d in the formula h =* f~^- which refers to pipes conveying water. 15. In Exs. 42, No. 5, the formula d*l ^,~. Transpose for c. 16. Transpose for w in the formula W = w x 6 ~ *-. 2 R 2 17. In Exs. 42, No. 13, we have the formula/ = - -> p. Solve for p. 18. Transpose for h in the formula H= ~^~jr which relates to the height of chimneys. tzT<* 19. The formula C = r> i relates to electric batteries in series. Find a formula for E. 20. Transpose for / in the equation = / 6 , which relates to beams. Equations requiring Addition and Subtraction. When an equation contains terms separated by + and signs, then these terms may be transposed as desired provided that the signs are changed. Example 197. If t = Fahrenheit temperature and T = absolute Fahrenheit temperature, then / + 460 = T. Transpose for /. t + 460 = T Transposing the 460, t = T 460 Similar Numerical Example. x + 2 = 5 .'. *= 5 - a Example 198. If p the pitch of a riveted joint, d = dia. of rivet, and w effective length between rivets, then p d w Transpose for p. p d w Transposing d p = w + d 1 9 8 ARITHMETIC FOR ENGINEERS Example 199. The formula v = -f at occurs in connection with velocity calculations. Find a formula for u. u -f at v at u = v at Note. The term " at " is considered as one symbol and taken to the other side with a change of sign. p Example 200. If H h , transpose for h. + h H = + A P P Explanation, The unknown has a sign, and if the H be taken across a formula would be found for h. But since transposing a term changes its sign, the unknown can be made -f by taking it to p the other side. Then transpose the term ^. Exercises 52. Equations involving Addition and Subtraction. 1. Transpose for p in the formula P = p + 14-7. 2. The formula H = S -f #L refers to wet steam. Transpose for S. 3. Solve for / in the formula T = / -f 273. 4. In the formula B = H -f 4*1 transpose for H. 5. The formula M 2 = Mj + ^M refers to properties of sections. Transpose for Mj. 6. Solve for R in the formula R -f - = S. n 7. Transpose for c in the formula ad -- c (see Exs. 44, No. 19). > 8. If E = the E.M.F. of a battery, e = volts lost internally and V = " potential difference," then E e V. Transpose for e. 9. Transpose for H in the formula W = H -f Cr. 10. The formula u = v at is used in mechanics. Transpose for v. V V 11. Transpose for C in the formula ^ = C -- . 12. Solve for A in the formula -y = A 4- ^-. n o Equations requiring the Four Rules. Where various combinations of multiplication, addition, etc., occur, then two main operations are necessary : TRANSPOSITION OF FORMULA 199 1. Transpose as in the last section to obtain the value of the term containing the unknown. 2. Divide or multiply this result by the quantity which respectively multiplies or divides the unknown, as in the first section. This may be seen by the working of a simple numerical example 2X + I = 7 _ ( transposing to find the value I 2X ' 7 """"" I i c ' \ Of 2X _._ __ TJ _i f dividing by 2 to obtain the 2 \ value of x The method will be exactly the same if the 2, the i, and the 7 in the given equation be replaced by symbols, % being considered as the unknown throughout. Thus, let the 7 be replaced by a symbol, say r t Then 2x + i = r i 2x r i r i * /7 y __ ______ -r 2 X - - - Now let the i be replaced by a symbol, say d, Then zx + d = r d 2x = r d r-d -ra * = Finally replace the 2 by a symbol, say a, Then ax + d = r d ax =r - d r-d ~ a x = ----- Example 201. If D = dia. of a Whitworth bolt, and d == dia. at the bottom of the screw thread, then the following relation is approxi- mately true : d -gD -05. Transpose for D. -f -05 -r -9 200 ARITHMETIC FOR ENGINEERS Example 202. The Fahrenheit temperature F, and the Centigrade temperature C, are connected by the formula F = -C -f- 32. Transpose for C. 5 |C + 32 = F - 3* *C = F - 32 X C 5(F -32) Explanation. The value of -C is obtained by transposing the 32. Now the equation has to be multiplied by 5 and divided by 9 to get C ; and the whole of the right-hand side must be so treated. Therefore a bracket is first placed round the F - 32 and then the - written outside to conform to this. Example 203. Let d = dia. of a punch, / = thickness of plate, and D = dia. of hole in the bolster ; then D d -}- ^. Transpose for t. , t _ D Note. After transposing the 6 ~~ d, the whole must be multiplied by _. ^ D d 6; a bracket must therefore be ~~ 6 ~~~ placed round the D d to indi- X 6 t = 6(D d) cate this. Example 204. The formula i + 4 7I "K = A* is used in connection with magnetism. Transpose for K. I -f 47rK = /i I 4?rK = JJL I Example 205. The formula c 2 = 8hr ^h 2 relates to circular arcs. Transpose for r. Shr 4/i 2 = c 2 + A Shr = c 2 + 4 ^ Exercises 53. On Equations combining the Four Rules. 1. Transpose for / in the formula L = 120^ 12. 2. The formula W = ^GaH + 7 was obtained from tests on a Diesel engine. Transpose for H. 3. Find a formula for q when n = 1-035 + !$, a statement relating to the expansion of steam. TRANSPOSITION OF FORMULAE 201 4. The formula K = 48 -f ^Y relates to the consumption of power in a textile factory. Transpose for Y. 5. The formula / = i'54PD -f 2-6 relates to the strength of steam boilers. Transpose for P. 6. The formula F = -R + 32 connects Fahrenheit and R6aumur 4 temperatures. Find a formula for R. 7. Find a formula for n from the equation R + r = S. 8. In Exs. 44, No. 9, the formula v 115 i3Ooa occurred. Find a formula for a. 9. In the formula L = 566 8/, relating to the latent heat of ammonia, transpose for /. 10. Transpose for / in the formula 25* =* 14-6. 11. The formula D = CS -f K is used when measuring distances with a tacheometer. Transpose for C. 12. Find the value of a from the formula v = u -f at. 13. In Exs. 44, No. 17, we have the equation nr wR = o. Solve for r. 14. Solve the equation in Ex. 13 above, for R. 15. Find a formula for I from the equation B = H -f- 4* I, which is used in magnetism. 16. Find a formula for a from the equation v a = w 2 -f- 2 as, which relates to velocity problems. 17. Transpose for r in the formula / a = 6-$pr + i-8 a . 18. Find a formula for n from the equation s = i H which relates to helical springs. 19. Transpose for r in the formula R -f - = S, relating to electric batteries in parallel. 20. The formula D = 1- yd occurs in connection with wire ropes. Transpose for n. TD 21. Transpose for B in the formula p = A H ^ which relates to thick cylinders. 22. In Exs. 44, No. 19, we have the formula ad = c. Solve for 6. c A 23. The formula i y- = n, relates to epicyclic gearing. Transpose for A. E c 24. Transpose for E in the equation c = . Equations with Brackets. Where removal is necessary, or desirable, the removing will generally reduce the example to an equation similar to those in the last section. When the unknown is multiplied by some symbol (as by c in the following example), then it is usually advisable to remove the brackets. 202 ARITHMETIC FOR ENGINEERS Example 206. The formula p = /(i ec) is used in calculating the sizes of struts and stancheons. Transpose for e. p=f(i -ec) Removing brackets, p = / fee Transposing, fee = / p +> -v Where the unknown stands alone as a term in the bracket then it is usually better not to remove the brackets. By multiplying or dividing, the value of the bracket is obtained. The brackets can then be left out, without altering the value of the expression, and the example then usually appears as those in the last section. The following two examples illustrate : Example 207. If R is the temperature on the R6aumur ther- >meter, and 1 formula for F. mometer, and F that on the Fahrenheit, then R = -(F 32). Find a x ' |(P - 32) = X-J 4 32 F = ?R + 32 4 Example 208. The following formula is met with in connection with plate-web girders Z = h\K -f >) Transpose for A. A +-= _ a . __ Z a ~ 6 A " /i~~ 6 Exercises 54. On Equations involving Use of Brackets. [Note. In many cases the removal of the brackets will not be necessary. See above.] 1. Transpose for T in the formula H ws(T /), which relates to heat experiments. 2. The formula P = C(A <r + wA,) refers to reinforced concrete columns. Transpose for A c . 3. Transpose for D in the formula c 1 = h(D h), which relates to circular arcs. 4. In Exs. 46, No. i. the formula 333(7 + 2) = V occurs. Transpose for r. TRANSPOSITION OF FORMULAE 203 5. The formula V(R 2*5) = 2R refers to Weston pulley blocks. Find a formula for R. c t 6. Transpose for r from the equation = h(2r h). 7. Solve for w in the formula H = (W -f w)(T /), which refers to heat experiments. 8. The formula C = -d(W -f w) relates to experiments on the " calorific value " of fuels. Transpose for w. 9. Transpose for F in the temperature conversion formula : C = 5{F- 3 2). - 10. In Ex. 22, No. 9, the formula S = 600 (r -f- i) occurs. Trans- pose for r. 11. Lloyd's Rule for Fox Furnaces is P = P = working pressure, D = greatest diameter, and T = thickness. Transpose for T. (T _ T )S 12. The formula H.P. = --- - refers to transmission of power by ropes. Transpose for T 1B 13. In Ex. 46, No. n, we have the formula R = R (i + at). Find a formula for a. 14. In Ex. 46, No. 12, we have the formula H = '2d*(r -f i). Transpose for r. 15. Transpose for g in the formula p f(i gc*). Wh 16. In the formula P = ^7^ , < transpose for d. b(d 4-1) 17. Find a formula for a from the equation Z = h(^A +-f J. which refers to the strength of plate girders. 18. Find a formula for t from the equation in Ex. 7 above. 19. In connection with the " wire test " of Whit worth screw threads we have the equation -^r^-^r^ *4 6l 7- Solve for d. Gases requiring the Insertion of Brackets. When the unknown symbol occurs in more than one term in the given formula, then usually brackets will have to be inserted, the unknown being taken out as a common factor, as on p. 147. Example 209. The formula W = cA -f mca refers to a reinforced concrete column. Transpose for c. c\ -f mca = W Taking out common factor c t c(A -f ma) = W W + (A + ma) C = AT^ Explanation. The unknown occurs in two terms, hence its value cannot be found directly. But if the common factor c (the unknown) 204 ARITHMETIC FOR ENGINEERS be taken out as shown, the bracketed quantity may be regarded as a single symbol multiplying the unknown, and by which we can divide across. Example 210. Transpose for n in the equation d w = /. d a = nf -f n d = nf + n Inserting brackets, = n(f -f i) Note. Transpose unknown from the left so that all terms containing it are on the right. Take out the unknown as a common factor and divide across by the bracketed quantity. Example 211. If em ea = n a, transpose for a. em ea = n a Transpose, em n ea a Taking out common factor a, == a(e i) . N em n T- (e - i) T^HE" " * There are other equations, of fractional form, which usually involve the removal or the insertion of brackets. The unknown may be in the denominator or in the numerator, or in both, and the equation is usually first cleared of fractions by multiplying through by the denominator (or the L.C.M. of the denominators, if there are several of these). Example 212. When two electrical resistances, r ohms and s ohms, are connected in parallel, then the equivalent single-resistance R ohms is given by the equation g = | --- . Find a formula for R. Note. = _ R rs Cross-multiplying, rs = R(s + r) __ - .--, Explanation. The right-hand side of the equation is the addition of two vulgar fractions. Add these by the rules of Chap. I. The L.C.M. IS If of r and s can only be rs, and therefore = and ~ = . Cross- i rS S rS multiply, put brackets round s and r to take the place of the horizontal dividing line, and divide by (s -f *)> giving the formula for R. TRANSPOSITION OF FORMULAE 205 Example 213. Transpose for n in the formula - = x. X (n i) a = x(n i) = xn x Transposing, x = xn /i "Example 214. Transpose for /> in the formula \. , = s, a formula in connection with compound stresses. p + 9 X (p + q) P - q = s(p + q) =* sp + sq Transposing, p sp sq -f q Inserting brackets, p(i s) = q(s -f- i) - (I - S) p - *<*-+-!) v ; ^ i s Explanation. Multiply across by the denominator p + g, placing brackets round the p -\- q, since the whole of this is to be multiplied by s. Then remove the brackets algebraically, so that all the terms containing p can be brought to the left, and the others to the right. Then insert brackets and divide across by i s. Example 215. When a number of secondary cells are connected wE in series we have the formula C = ^ - - , where C = current in K -f- nr circuit, n = number of cells, E = electro-motive force of one cell, 7 = internal resistance of one cell and R = external resistance. Find a formula for n. c _ "E - R + nr X (R -f nr) C(R -f- nr) = nE CR 4- Car = nE Cwr CR = /:E - C/j;- = 11 (E - O) -ME-0) iS> = " Exercises 55. Equations requiring Insertion of Brackets. 1. Transpose for e in the formula em -f a ti + ea. 2. Find a formula for A (delta) from the equation = W(H -f- a) which relates to the strength of bodies under shock. 3. Transpose for n in the formula C(nr -f R) = nE. 206 ARITHMETIC FOR ENGINEERS 4. Find a formula for T from the equation T / = ??T. 5. Transpose for d in the formula d -f k(t d) = N, which relates to plate condensers. 6. Transpose for t in the expression w(L -f t) = W(T t), which relates to the latent heat of water. fid 7. In connection with wire ropes the formula D = -- \- jd occurs. Solve for d. 8. Transpose for S in the formula G -f- S = Sw, which relates to a galvanometer. 9. Find a formula for n from the equation n k(d n). 10. Transpose for t in the formula g(H t) = T t, which relates to economise rs. 11. The formula S = --- - refers to the strain on a chimney due to wind pressure. Transpose for C. 12. Transpose for w, in the formula v l = - ; - which relates to ^ l l m -\- m { momentum (or quantity of motion). 13. Find a formula for a if e - : a gear-wheel formula. m a & 14. Transpose for a if g = - . a ^ 2 - b R 2 r a 15. Solve for /> in the formula = j>a"H"~a which refers to the stress in thick pipes. (Hint. Cross-multiply.) 16. The equation h e = \e occurs in a problem on hydraulics. Find the value of e. Equations requiring Square Root. Many cases occur where the unknown appears in an equation as a square, and the equation is solvable by using the methods of the true simple equation with the one addition of taking a square root. Generally the equation should be worked as though the square of the unknown were the unknown quantity. When a value is obtained for the square, then by taking the square root of each side of the equation the value of the actual unknown is obtained. In no case should the root be taken until the whole of one side of the equation is contained under the index. Example 216. If V is the velocity of the wind in miles per hour, and P the pressure per sq. ft. caused by it on a flat surface, then the following formula (found by experiment) connects P and V ; P = KV 1 . Find a formula for V. P= KV a Taking V TRANSPOSITION OF FORMULAE 207 Explanation. Consider (V*) as the unknown, and divide the equa- tion by K. Then take square root of each side, obtaining a formula for V. The whole of the left-hand side must be written under the root sign. Example 217. If C is the circumference of a white manilla rope in C 2 inches, and S the safe load in tons that it can carry, then S = - . * 30 Transpose for C. ~~ 30 Note. Multiply by 30 to find X 30 3oS = C a value of C 2 . Then take V~~ of Takine V~ VS - C wh le ' giving value f C ' By id , 3 __ , separating the 30 and S as shown, C = ^3 **> A/30 is reduced to a definite figure. = 5-48 VS' Example 218. In connection with rope-driving we have the formula wv 2 f . Find the formula for v. *^ ~g* x & fa = v 1 w w Taking V~~ \^ = v Example 219. If H is the " height " of an engine governor in feet, and N its speed in revolutions per minute, then H = -Cff-. Transpose for N. X N* HN* =-- 2938 H N* - ' W ~ Taking V- N = . VH VH Note. After taking the root, the expression is simplified by taking roots of both numerator and denominator. The numerator being a number, its root may be evaluated, as shown. Example 220. If a circular plate be supported all round its circum- ference and be uniformly loaded, we have the following formula : 208 ARITHMETIC FOR ENGINEERS 2 R f / = -- -pp t when / = stress in plate, R = radius of plate, / = thickness, and p = pressure. Find a formula to give thickness t directly. x / <*/ = - R'/> - Taking V- t = .-. t = -816 R \/| e. In clearing of fractions here, it is only necessary to multiply by /*. Using the whole denominator 3* 2 would necessitate dividing by 3/to find the value of t 2 , bringing the 3 back to its original place. The final expression is much simplified by taking separate roots in the last steps, as shown. Example 221. The formula ^ i = x relates to the flow of water through orifices. Transpose for C. T % C 2 4-1 A * + J X C 1 i = C 2 (* + i) + (* + u Fi~- c ' Taking "Explanation. As the left-hand side contains two separate terms, first transfer the i to the other side, so as to find the value of the term containing the unknown. Then proceed as usual, taking care to insert the brackets in the third step. Example 222. Transpose for x in the formula (x -f i) 1 = c. (X + !) = C _ Taking \f~~ x + I = Vc I x = Vc I Note. As the whole of the left-hand side containing the unknown is squared, the square root is taken first of all. TRANSPOSITION OF FORMULAE 209 Example 223. The Board of Trade formula for flat surfaces with screwed stays (over 6" pitch) is P = ^ *' : where P = working o ~~" O pressure ; C = a constant ; t = thickness of plate in sixteenths of an inch; and S = surface supported in sq. ins. Find a formula for t. _ C(t + i) r S - 6 X (S - 6) P(S - 6) = CU f- i) 1 - C (S - 6) = (t + i) V _ r(S 6) == t -f- I Note. The first two steps can be combined by multiplying by - ~ - ; they are separated here, as the expression is rather heavy. Note in last line that the i must not be included under the \/ sign. Equations requiring Squaring. Certain cases, where the unknown appears under a square root sign, may be solved by considering the square root of the unknown as the unknown, solving for this by previous methods, and finally squaring to give the true unknown. The squaring must only be performed when the whole of one side of the equation is under the square root sign. Example 224. The formula w = loooVd relates to the rollers for expansion bearings of large bridge girders, d being the diameter in ins., and w the load in Ibs. per in. of length. Transpose for the diameter d. w = loooVd -f- 1000 = Vd 1000 / Squaring 1,000,000 Explanation. Divide across by 1000, as the value of Vd is first required. Square each side to give value of d. The formula may be simplified by squaring the top and bottom separately. Example 225. If B = the greatest permissible wheel base in ft., R = radius of quickest curve in ft., and T = width of rail slot in ins , on an electric tramway track, then B = \ . Find a formula to P 2io ARITHMETIC FOR ENGINEERS give the radius of the quickest curve for a given wheel base and width of slot (t. e. find a formula for R). 2RT Note. As the whole of the Squaring B J = right-hand side is under a 3 B 2 X 3 __ p root sign, squaring is the first X 2T ~~ 2T ~ ~~ operation. Example 226. With the usual pitch of 4" for the screwed stays in locomotive fire-boxes, T = \/ -- i, where T = thickness of plate in sixteenths of an inch, and P = working pressure in Ibs. per sq. in. Transpose for P. ._. Note. The i is first -j- i T -f- i = \J transposed to get the value p 2 of the term containing the Squaring (T -f- i) 2 = unknown. X 2 2(T -f i) 2 = P Example 227. If T is the time in seconds of one swing of a pendu- lum and I is its length in feet, then T = 27r\/ , where g is a constant. Find a formula for /. T . // _ 2* ~ r= y ~ Squaring ^ - j == T a / Simplifying ^^~g x ^ p = l Example 228. The equation C \ relates to problems on water supply. Transpose for /i. Squaring C* X /i CV TRANSPOSITION OF FORMULA 211 Example 229. Transpose for x in the formula C = \ ~!~ i -f- x . ! Note. Comparing with Squaring C = + Example 221, it will be X (i -}- x) C 2 (i -\- x) = i seen that the operations ! are in exactly the reverse + C ' i 4- x = C2 order> - i x = i - i Exercises 56. Equations involving Square Root and Squaring. 1. Transpose for C in the equation -C 2 R == x. E 2 2. If -j^- = x t find a formula for E. 3. From the formula E = JIw 2 deduce a formula for . 4. The formula A = -525 K a refers to egg-shaped sewers. Trans- pose for K. B 2 A 5. Transpose for B in the formula P = - 6 -- , which relates r 11,180,000 to the pull on an electric magnet. 6. Solve for D in the equation -75D 2 P = d 2 p. fia z I. Transpose for a in the formula / l t which relates to the strength of a flat square plate. 8. The formula W = y occurs in Exs. 48, No. 10. Transpose for d. w\J 9. The formula T = -^j- relates to trolley wires. Solve for L. 10. Solve for n in the formula H = ^~ t which relates to engine governors. II. Transpose for i in the formula in Ex. 7 above. 12. If b = depth and h = length of winding space, and d dia. of wire outside insulation, and S = no. of turns, then in a field coil S = -, Transpose for d. 13. The formula I = y refers to fly- wheels. Solve for w. V 2 14. In Exs. 48, No. 13, the formula - -^ = Hj H 2 occurs. Trans- pose for V. v* 15. Transpose for v in the formula - - -f h = H. 16. Solve for r in the formula q = A -- a , which relates to the strength of thick cylinders. 212 ARITHMETIC FOR ENGINEERS 17. Transpose for d in the formula H = -2d 2 (r -f- i). 18. Transpose for x in the equation (x -\- i) 2 = 8i/ 2 . 19. Cooper's formula for the spacing of stiffeners in plate girders is / =_ _ --- 5 ---- Solve for d. ' 8 72 EQUATIONS INVOLVING SQUARING 20. Solve for # in the equation VAT i = y. 21. Transpose for m in the formula v = CV;;u, which relates to the flow of water. 22. The formula ^ = 1*2 Vt relates to riveted work. Transpose for t. /R" 23. Transpose for B in the formula / = \/ -.- which relates to reinforced concrete beams. 24. Transpose for /* in the previous formula (No. 23). 25. The Lanchester mptor rating formula is H = -^d 2 V7. Find a formula for r. _ 26. Transpose for N in the formula D = p\, which refers to condenser plates. /D 27. The formula d = \/ ^- relates to cone pulleys where ^ = small- est diameter, D = large diameter, and R = ratio of cone. Transpose for D. 28. Solve for / in the formula x = \/^~ -', which refers to deflec- tion of beams. _ 29. Transpose for d t in the formula y- = \ ~r 80. The formula t = 2w\/-p refers to spring calculations. Trans- pose for F. 31. If j = V ?-?. transpose for /. (Hint. Cross-multiply after squaring.) 32. Transpose for p in the previous formula (Ex. 31). 33. Transpose for C in the formula X = k^/LC, which relates to wireless telegraphy. 34. The equation a VV 2 2 occurs in connection with right- angled triangles. Transpose for c. 35. In the formula in Ex. 31 above, which relates to thick cylinders subject to internal pressure, D always equals d -f 2t, where t is the thickness of the cylinder. For a particular case d = io. Substitute for D and d in terms of t in the equation which is the result of Ex. 31, and simplify to give an equation like / = ap, where a is a number. (Hint. If D = d -f- 2t, and d = loZ, then D = I2t.) CHAPTER VI USE OF LOGARITHMS Introductory. Much arithmetical calculation can be consider- ably shortened and simplified by using logarithms, which are certain numbers calculated by mathematicians and entered into tables for reference. By their use, the lengthy and laborious operations of multiplication and division (which are of very frequent occurrence), are replaced by the simpler operations of addition and subtraction ; while, in higher branches of calculation, there are certain operations which would be practically impossible without logarithms. It is not possible, in this book, to explain fully the principles underlying logarithms and their uses. The reader must accept the statements made until a later stage, but he can, with the aid of Chap. Ill, learn the meaning of a logarithm. Briefly, a logarithm is an " index." It has already been seen on p. 94, that in statements such as io 2 = 100, io 3 = 1000, and io 4 = 10000, the numbers 2 t 3, and 4 are called "indices," while the quantities io 2 , io 3 , and io 4 are " powers of io." Now, considering the values of these powers as numbers, the indices are said to be logarithms of the numbers, while the number io, which appears in all the given statements, is called the base of the logarithms. Describing the indices 2, 3, and 4 in greater detail, they are " logarithms of the numbers 100, 1000 and 10000, respectively, to the base io." As many statements similar to io 2 = 100 are possible, we can use symbols to give a more general form and write a* = N where N is the number, % is the logarithm and a is the base, and % is then " the logarithm of N to the base a." Any positive number may be chosen as base. Similarly, the symbols % and N may have a variety of values, but with any one base, each value of N has a corresponding value of x, or, every number has its own particular logarithm. A base having been decided upon, it is possible, with the aid of higher mathematics, to calculate to 213 214 ARITHMETIC FOR ENGINEERS any accuracy desired the logarithms of all numbers to this base, and so a " system " of logarithms is constructed. The only system considered in this book will be that in which 10 is the base, this being the one of greatest practical importance. To keep the size of the tables within reasonable limits, and to shorten the actual working, only a certain number of significant figures is considered. Thus we have four-figure logarithms, which are logarithms calculated to four decimal places for numbers containing only four significant figures. For the great majority of engineering calculations these are quite suitable. The actual logarithm table for four-figure loga- rithms is quite small, only occupying two pages. For more accurate calculation there are 7-figure logarithms which are logarithms given to 7 decimal places, having been calculated for numbers containing 7 significant figures. The logarithm table in this case is about 100 times larger than the four-figure table, and is consequently more tedious to handle, while the working is correspondingly longer. Of course, when it is desired to find the logarithm of a number which is given to, say, 5 or 6 significant figures, then the number must first be reduced to 4 significant figures if the 4-figure tables are to be used. A logarithm (or " log " as it is commonly called) is usually a mixed number, such as 3-4512, but it is convenient to consider it as consisting of two parts (a) the whole number, (b) the decimal fraction.* It is only the decimal portion that is actually found from the tables, the whole number being supplied from an examin- ation of the number. The whole number may be either + or , as will be shown, but the decimal part, as found from the tables, is always positive. Finding Logarithms. (1) Whole Number. The whole number of a logarithm is found by observing the following rules : 1. When the number is 1 or over, then the whole number of the logarithm is 1 less than the number of figures (or digits) in front of the decimal point, and is plus. It has no connection with the actual figures in the number. Thus, in 235-9 tne whole number of the log is 2, because there are 3 figures in front of the decimal point and 3 1 = 2. * In mathematical language the whole number is called the " charac- teristic " and the decimal portion the " mantissa." USE OF LOGARITHMS 215 Similarly 13500 ... 5 figs, in front /. whole number is 4 29,500,000. . 8 ,, ,, 7 2240 . . . 4 ,, 3 14*7' . . . 2 ,, ,, ,, ,, ,, ,, ,, i 3-142 . . . i ,, ,, o (because i i = o). 2. When the number is less than 1, then the whole number of the logarithm is 1 more than the number of noughts between the first figure and the decimal point, and is minus. Again, it does not depend upon the actual figures m the number. Thus in -0952 the whole number is 2 because there is one nought between the decimal point and the first figure 9, and 1 + 1 = 2. Similarly 0807 i nought between dec. point and first figure .'. whole number is 2 0000087 ... 5 noughts between dec. point and first figure .*. whole number is 6 000341 .... 3 noughts between dec. point and first figure .*. whole number is 4 .3937 o nought between dec. point and first figure /. whole number is i (because i more than o is i). When the whole number is + , the complete log is written in the ordinary way, e. g., 3-2396, since both the whole number and decimal are here positive. But since the whole number of the log is sometimes , while the decimal is always -f , then the sign cannot be written in front of the log in the ordinary way. Thus with the number -095, the whole number is 2, and the decimal part is + *9777' Now we cannot write 2-9777, because this would mean that the whole of the number 2-9777 was negative instead of only the 2. Hence, to show this distinction, the minus sign is written above the whole number. Thus the log of ^095 is written as 2-9777, meaning 2 + -9777. Finding Logarithms. (2) The Decimal Part. It must first be noted that the decimal part of a log is independent of the position of the decimal point in the number ; it depends only on the significant figures. Thus the decimal part of the logs of the numbers : 39370, 39*37> '03937 are all the same, being -5952 in each case. Hence when finding logs from the tables, only the significant 2l6 ARITHMETIC FOR ENGINEERS figures in the number need be considered, no decimal point appear* ing anywhere in a logarithm table. The logarithm table is arranged in the following way : the extreme left-hand vertical column contains the first two significant figures of the number, while the extreme top horizontal column con- tains the third and fourth figures. In the body of the table the four- figure numbers are the decimal parts of the logs of the first three significant figures. The one or two figures on the right of the table are " differences " which are to be added to the four-figure numbers, to account for the fourth and last significant figure. By using these " difference " columns, the table is made as small as possible. For convenience the table is split horizontally at about the figures DIAGRAM ILLUSTRATING LOGARITHM TABLE. 3 r Slgnificanr figure of fhe number 4- rh signif I'cahr- f 13. L O _ O i a 3 *r 5 6 7 8 9 2 3 ^V 5G 799 -f.o I" // i* -1 Dif t trcn C.C. O Decimal porh'ono of loga^ifhrns -for rhe Col urnns. 1 frsr 3 significanlr -fiaures. These -figures c Given I'o -4-decimal places. robe added To J_ I Those \n rhe cer\^6 c sr> fo accouvilr for tO i a 4^ Siq. f W ure (VJ 98 U 99 54 in the left-hand column, and the lower half is placed on the right-hand side on the opposite page. The above diagram should be compared with the complete table at the end of the book. It must be remembered that the figures in the left-hand and top columns are not numbers but only significant figures. Thus, on the first line in the left-hand column we have 10. This should not be read as " ten " but as " one nought," and similarly with the other numbers. The decimal part is found in the following way : Required the decimal of the log of 3937. The significant figures are 3937. Look down the extreme left-hand column until the figures 39 are reached Pass horizontally across the table until the column is reached which is headed by the 3rd significant figure 3. Here we find the figures USE OF LOGARITHMS 217 5944. Keeping this number marked with the finger or a pencil, pass across to the " difference " columns until the column headed by the 4th significant figure 7 is reached. Here we find a figure 8. These two numbers 5944 and 8 are shown in heavy type and underlined in the following extract from the logarithm table. EXTRACT FROM LOGARITHM TABLE. 10 1 2 3 4 5 6 7 8 9 1 2 3 456 789 0000 0043 0086 0128 0170 0212 0253 0294 0334 0374 4 9 13 4 8 12 17 21 26 1C 20 24 30 34 38 28 32 37 38 39 5798 5911 5809 5922 5821 5933 5832 C944 5843 5955 5855 5966 5866 5977 5877 5988 5888 5999 5899 6010 123 123 567 457 8 9 10 ^ 9 10 40 6021 6031 6042 6053 6064 6075 6085 6096 | 6107 6117 1 1 2 3 4 5 6 | 8 9 10 Then the " difference " 8 is added to the extreme right-hand figure of the four-figure number 5944. Thus Opposite 39 at side and under 3 at top .... 5944 ., ,, ,, 7 in difference column 8 Sum 5952 Then the decimal portion of the log of 39*37 is -5952. The addi- tion can with a little practice be done mentally. The whole number being i, the complete log is 1*5952. As another example take the log of 501 '9. Look down the left- hand column until the figures 50 are reached. Pass across to the column headed I, when the figures 6998 are reached. In the " differ- ence " column under 9 and the same horizontal line we find 8. Then opposite 50 at side and under i at top .... 6998 ,, 9 in difference column 8 Sum 7006 The whole number being 2 the logarithm of 501*9 = 27006. The logs of numbers containing only 2 significant figures, e.g., 93 ; '067, etc., are found in the column headed o, i. e. t the one next to the extreme left-hand column, the " difference " column not being required in such cases. With those numbers containing only i significant figure, e. g. 700; -005, etc., a nought should be added mentally to the single significant figure to make two figures, as a single significant figure is not found in the left-hand column of the table. Then in the case of the 700, look opposite 70, and in the case of the '005 look oppo- site 50. 2i8 ARITHMETIC FOR ENGINEERS It will be noticed from the given logarithm table (or from the extract just given), that in the earlier part of the table there are, for each number in the first column, two lines in the " difference " column. This arrangement (the copyright of Messrs. Macmillan & Co., Ltd.) gives greater accuracy. The logarithm is looked out as explained, and the " difference " figure is found in the same line as the 3rd significant figure of the number. Thus, for log 1048, follow- ing the 4 along horizontally, 34 is found in the " difference " column. For log 1078, the " difference " is in the lower line and is 32. Example 230. Find the decimal parts of the logarithms of the following numbers : (a) 606-5, (&) 6080, (c) 3-009, (d) -001016. (a) Opposite 60 at side and under 6 at top we find . 7825 On same line under 5 in " difference " column . 4 Then decimal part is -7829 (b) Opposite 60 at side and under 8 at top, we find . . 7839 No 4th significant figure .'. Decimal is .... -7839 (c) Opposite 30 at side and under o at top we find . 4771 On same line under 9 in " difference " column . 13 /. Decimal part is '47^4 Note. The " difference " column has 2 figures which are added to the 3rd and 4th figures as shown. (d) Opposite 10 at side and under i at top we find . 0043 On same line under 6 in " difference " column . 26 /. Decimal part is -0069 Note. In the " difference " figures the 6 of 26 goes under the 3. Example 231. Find the complete logarithms of the following num- bers : (a) 5728; (b) -0001652; (c) 5; (d) 7004; (e) -1183; (/) -00000066; (S) 44<>o. (a) i figure in front of decimal point /. whole number is o. Opposite 57 and under 2 we find 7574 > 8 in " difference " column . 6 .'. Decimal is '7580 .'. Logarithm = 0-7580 (b) 3 noughts between ist figure and decimal point /. whole number is - 4. Opposite 1 6 and under 5 we find 2175 . i, . 2 in " difference " column . 5 2180 /. Logarithm = 4-2180. ' USE OF LOGARITHMS 221 Finding Antilogarithms. (1) Significant Figures. Only the decimal part of the log is considered. The antilogarithm table is arranged thus : The first two decimal places of the log are contained in the extreme left-hand column, while the third and fourth places are found in the extreme top horizontal line. The four figure num- bers in the body of the table are the significant figures for the loga- rithms up to the third decimal place. The numbers of i or 2 figures to the right of the table are " differences " which are to be added to the four-figure numbers to account for the fourth decimal place. DIAGRAM ILLUSTRATING ANTILOGARITHM TABLE. 3 decwal place of H .e loqaK\^m y^Ho . , . +r decimal place o 1 e 3 A- s G ~7 Q s ,-as 4 5G 7 8B .00 en "Di{ -Ceren ce _c 4 Sign if ICC anlr - f'3 u res m Y\ 1C. VI jwb< JK I I Columns. S -f-or Vhe, -fiv^f 3 decimal places in These ^iguves to be adkc\ecl Vo 4 rhe loganHim Vhoae i V-he cev\lTre i fe accou^V- ^ov Q -8 j_ 1 V<M ccima p\ace It will be seen that, in the full tables, the decimal point appears in front of each pair of figures in the left-hand column. This is to distinguish such numbers as -01 from -i, etc. The operation of rinding the significant figures is carried out in a similar manner to that for finding a logarithm. Thus, let us find the significant figures for the antilog of 27829. Look down the left-hand column until the first two decimal places -78 are found. Move across the table until the column headed by the third decimal place 2 is reached. Here we find the figures 6053. Keeping this marked with the finger, or a pencil, move across to the " difference " columns until the column headed by the 4th decimal place 9 is found. Here we find the figure 13 which is to be added to the four-figure number previously found. Thus opposite 78 and under 2 we find 6053 M > 9 in the" difference" column 13 /. Significant figures in antilog are . . 6066 222 ARITHMETIC FOR ENGINEERS These numbers are shown in bold type and underlined in the following extract from the antilogarithm table : EXTRACT FROM ANTILOGARITHM TABLE. i 2 3 4 5 6 7 8 9 123 456 789 00 1000 1002 1003 1007 1009 1012 1014 1016 1019 1021 001 111 222 77 78 5888 6026 6902 6039 5916 G053 6929 6067 5913 6081 6957 6095 6970 6109 5984 6124 6998 6138 6012 6152 134 134 578 678 10 11 12 10 11 13 79 6166 6180 6194 6209 6223 6237 6252 6266 6281 6295 134 679 10 11 13 As another example, let us find the significant figures in the antilog of 3-2104. Looking opposite *2i in the left-hand column and under the column headed o we find .... 1622 On the same line and under 4 in the " difference " column 2 .'. Significant figures in antilog are . 1624 Example 232. Find the significant figures in the antilogarithms of the following: (a) 0-7103; (b) 3-2997; (c) 2*0019; (d) 1-4779. (a) Opposite -71 and under o we find .... ,, 3 in " difference " column /. Significant figures in antilog are . 5129 4 5J33 (b) Opposite *29 and under g we find .... ,, 7 in " difference " column /. Significant figures in antilog are . _ 3 1994 (c) Opposite -oo and under I we find 1002 ,, ,, 9 in " difference " column . 2 /. Significant figures in antilog are . . 1004 (d) Opposite '47 and under 7 we find 2999 9 in "difference" column. 6 /. Significant figures in antilog are 35 Finding Antilogarithms. (2) Placing the Decimal Point. Having obtained the significant figures in the antilog the decimal point is fixed according to the following rules : 1. If the whole number of the logarithm is plus, then the number of figures before the decimal point must be one more than the whole number. Taking (c), Example 232, the log is 2-0019 and the significant figures are 1004. Then the antilog will be 100-4, *'* the whole USE OF LOGARITHMS 223 number is 2 and therefore there will be three figures in front of the decimal point. 2. If the whole number is minus, then the number of noughts between the first figure and the decimal point must be made 1 less than the whole number. Taking (b) Example 232, the log is 3-2997, and the significant figures are 1994. Then the antilog will be -001994, i.e., the whole number is 3, and therefore there will be two noughts between the first figure and the decimal point. Example 233. Find the antilogarithms of the following (i. e. t find the numbers whose logs are) : (a) -7103; (b) 1*4779; (c) 2-9786; (d) 5*3001. (a) Significant figures are 5133; see (a) Ex. 232. Whole number is o, .'. there must be i figure before the decimal point. /. Antilog is 5-133. (b) Significant figures arc 3005 ; see (d) Ex. 232. Whole number is Y, .*. there must be no noughts between the first figure and the decimal point. .*. Antilog is -3005. (c) Opposite -97 and under 8 we find 9506 ,, ,, ,, ,, 6 in " difference " column . 13 .*. Significant figures are 95*9 Whole number is 2, /. there must be i nought between the first figure and the decimal point. /. Antilog is -09519. (d) Opposite -30 and under o we find 1995 ,, ,, ,, ,, i in " difference " column . o .*. Significant figures arc 1995 Whole number is 5, /. there must be 6 figures in front of the decimal point. /. Antilog is 199500. A mistake sometimes made when using logarithms is to look up the antilog table in place of the log table, and vice versd. To avoid this, it should be remembered that there is no decimal point anywhere in the logarithm table; the decimal point only appears in the left-hand column of the antilogarithm table. When working examples logarithmically, it is usual to abbreviate the words " the logarithm of " to " Log/' so that the statement Log -09519 = 2-9786 means " the logarithm of -09519 = 2-9786." 224 ARITHMETIC FOR ENGINEERS Exercises 58. On Finding Antilogarithms. THE SIGNIFICANT FIGURES Find from the antilogarithm table the significant figures in the antilogs of the following : 1. 1-245, 2-659, 4-50, 3-301. 2. 0-005, 3-0004, 0-227, 1*707. 3. i'7495>_2'3989 L i'73 7. 2-1486. 4. -9989, 5'6739, i'_8o55, 3-9499- 5. 0-2699, 3*4928, 1-8407, 2-0002. 6. 4*9599, 795 6 > 3'9O39, 1-9009. PLACING THE DECIMAL POINT 7. to 12. Place the decimal point in the significant figures found from Questions i to 6 above, according to the whole number in each case. COMPLETE ANTILOGARITHMS. Find the antilogs of the following : 13. 3-0095, 2-193, i'3 OI -3069. 14. 4-3286, 1-3595. i-3i, -4972. 15. 5'iooi L 3-35ii,_-5956, 6-0969. 16 -7575, 1-2091, 6-2201, 7-4771. 17. 3-3502, -9896, T-oo2i, 1-9795, 1-8951. 18. i-oooi, 3-2375, 3-1115, '1009, 1-8751. Multiplication by Logarithms. This is effected according to the following rule : Find the logarithms of the numbers to be multiplied. Add them together, and then find the antilogarithm of the sum. Expressed in symbols If X = A X B, then log X = log A + log B. Note that the multiplication of numbers is performed by the addition of their logarithms. The following examples illustrate the best method of setting down this work, and should be closely followed. Care should be taken that the decimal points and the various decimal places are arranged in straight vertical columns, as emphasised for decimal addition in Chap II. Example 234. Find the result of 7-2 X 62-5 by logarithms. Log 7-2 = 0-8573 Log 62 -5 = 1-7959 Log of product = 2-6532 = Sum Product = Antilog = 450 USE OF LOGARITHMS 225 The addition of the decimal portions presents no difficulty, as these are always +, but when adding the whole numbers care must be taken that the algebraic sum is obtained, as both + and numbers will be met with. Example 235. Perform the calculation of Ex. 43, p. 49 (-785 X 0039), by logarithms. Log -785 = 1-8949 Log -0039 = 3-59II Log of product = 3*4860 = Sum Product = Antilog = -003062 Note. When adding the logs, the carrying figure from the first decimal place is -f- i. Then we have to add -f- i, i, and 3, which gives 3 for the whole number. When several numbers have to be multiplied then all the logs may be added up and the antilog found only at the end. Example 236. Calculate by logarithms the value of 3-14 X 3-14 X 13000 X -021 tons. Log 3-14 = 0-4969 Log 3-14 = 0-4969 Log 13000 = 4*ii39 Log *o2i = 2-3222 Log of product = 3-4299 Antilog = 2691 .*. Result =2691 tons. Note. Carrying figure from the first decimal place is -f- I- Then the sum of -f- i, 2 and 4-4= i -f- 4 = 3- If the student should work this example by the ordinary method the amount of labour saved will at once be seen. Example 237. The expression -667 X -475 X 2-023 x 4*093 occurred in connection with the strength of a channel section. Complete the working, using logarithms. Log -667 = 1-8241 Log -475 = 1-6767 Log 2-023 = 0-3060 Log 4-093 = 0-6120 Log of product = 0-4188 Product = Antilog = 2-623 Note. Carrying figure from first decimal place is -f 2. The sum of -f 2, I, and i is o. Q 226 ARITHMETIC FOR ENGINEERS Exercises 59. On Multiplication by Logarithms. Work the following by logarithms : 1. 3-56 x 21-95 2. -095 X 316. 3. -00032 X 60 X 13- 4. 1-414 X -5 X -7071. 5. -7 X 384*5 X '93 X 12. For further practice work a number of the following exercises by logarithms : Chap. II : Exs. 12; Chap. Ill : Exs. 21, Nos. i to 6. Division by Logarithms. The division of one number by another, using logs, is carried out according to the following rule: Find the logarithm of each number. Subtract the logarithm of the divisor from the logarithm of the number to be divided. Find the antilogarithm of the difference. Expressed in symbols If x = -- then log X = log A - log B. JD Note that the division of numbers is performed by the subtraction of their logarithms. Example 238. Find the value of ^- (last piece of calculation in 2-47 Ex. 57, p. 65). Log 238 2-3766 Log 2-4? = 0-3927 Log of quotient 1-9839 = Difference Quotient = Antilog = 96-36 The subtraction of the decimal part presents no difficulty as it is always positive. But since the whole numbers may be both positive and negative, the subtraction must be performed in the algebraic way. .AQ j- Example 239. Find the value of ~- by logarithms. i oo Log -695 = 1-8420 Log 1 60 = 2-2041 Log of quotient = 3*6379 = Difference Quotient = Antilog = -004344 Note. When taking the 2 from the i remember the algebraic method. Changing the sign of the quantity subtracted, the 2 becomes 2. Adding 2 to i gives 3. USE OF LOGARITHMS 227 When the decimal part to be subtracted is larger than the other decimal part, then the scheme of " borrowing one " must be very carefully watched on account of the presence of both + and numbers that may occur. The following example gives a case. Example 240. Find the value of - (see Ex. 47, p. 55) by logarithms. Log *oii93 = 2-0766 Log 2-3 = 0-3617 Log of quotient 3-7149 Quotient = Antilog = '005187. Note. Coming to the first decimal place the 3 cannot be taken from o. Therefore borrow i from the 2; then 3 from 10 is 7. Now borrowing i from the 2 is taking + I from 2 which therefore becomes 3. Now proceeding to the whole numbers o from 3 leaves 3 Hence the difference is 3*7149 The following alternative explanation of the above will apply to those who are accustomed to " paying back " after borrowing. After sub- tracting the 3 from the 10, consisting of the o and the borrowed i, then i must be " paid back " to the o in 0-3617, making -f i from 2. Working algebraically this gives 3 as before. Example 241. Find the value of the expression - -- : figures '00075^2 relating to an engine governor. Log 67*8 = 1*8312 Log -0007502 = 4-8752 Log of quotient = 4-9560 Quotient = Antilog = 936o Note. Here again a i has to be borrowed to enable the subtraction of the first decimal place to be performed. Then in the top line, when " paying back," i taken from i leaves o. Now 4 has to be taken from o. Changing sign and adding gives 4- 4 for result. Exercises 60. On Division by Logarithms. Work the following by logarithms ; 1. 219-5 -r 3i' 8 3- 2. -00963 ~ -785. 3. 29580 -4- 1-986. 4. -1352 4- 23-66 5. -00058 -r -000415. 6. 2382 ~ 299-8. Work by logarithms Exercises 13, Chap. II. 228 ARITHMETIC FOR ENGINEERS Compound Examples. Examples involving both multipli- cation and division are very easily and quickly treated by means of logarithms. The following examples show the most convenient method of laying out the work. It is usually best to find the log of the whole of the top line, and the log of the whole of the bottom line, and then subtract. Example 242. Find the value of the expression ?~? B.T.U. : figures relating to the heating value of a gas. Top line Bottom line Log 2250 = 3'35 22 Log 454 = 2-6571 Log 17-7 = 1-2480 Log -146 = 1-1644 Log of product = 4-6002 Log of product = 1-8215 Log of bottom line = 1*8215 Log of quotient = 2-7787 = Difference Quotient = Antilog = 600-8 B.T.U. Explanation. First obtain the log of the top line and the log of the bottom line. Now, unless it is desired to know the two products there is no need to look up the antilogs of the two logs obtained. The log of the bottom line may be brought under the log of the top line, and the log of the quotient obtained directly. The student is warned against the practice of looking up the various logarithms and working the example without stating to which numbers the logarithms refer. The time necessary for the writing of statements such as " log 454 " is not worth considering, and when completed in this manner the example is understandable by any one at any time, and can always be readily referred to. Example 243. Work Ex. 55, p. 64, by means of logarithms. 7*4J*J7 8 5 _*L_3 '5__ *L3 :5_X _8op 33000 X 3 Top line Bottom line Log 74-4 = ^'8716 Log 33000 = 4*5185 Log -785 = 1-8949 Log 3 = 0-4771 Log 3'5 = '544i Log of pro duct = 4-9956 Log 3'5 = *544i 6 * * D Log 800 = 2-9031 Log of product = 5-7578 Log bottom line = 4-9956 Log of quotient = 0-7622 Quotient = Antilog = 5784; Sa 7 5*7 8 USE OF LOGARITHMS 229 Comparing this with the " longhand " working, it will be seen that the saving of labour is considerable. Some simple mental work will often save labour with logarithms, as in the above example, where 33000 X 3 = 99000. By looking up the logarithm of 99000 the working out of a log is saved. Example 244. Find the value of the expression : ^ ^ v -000341 X 4 X *45 figures relating to an engine governor. Log 51-9 = 1-7152 Log -000341 = 4-5328 Log bottom line = 4-7881 Log 4 = 0-6021 Log of quotient = ^1 Log ' 45 = 7 ' 6532 Log of product = 47881 Quotient = Antilog == 84550 Exercises 61. Compound Examples. (In order that the student may check his calculations at various steps, log top line, log bottom line, and results are given in the answers for Nos. i to 4.) Find the value of - 1 7'i i X 29-38 2 L3^ < 7 X j6'^ ' -093 x 11-36 " "^ooo^i" X~-957~ 3 7 8> 5 X 113 X 2-167 x 194 ^ 87-5 33000 * -000341 X 5-6 X -416 ' -00374 X 15250 X I -021 * 33000 X 10-5 7. The bending moment on a girder was given by the figures 62 XJ-4X28 complete the working. 2240 x 8 i 5 8. Find the value of the expression Ibs. per sq. 2x3x1*5x1*5 iii. which was obtained in calculating the stress in the teeth of a gear wheel. 9. A calculation for the area of the conductors to supply a certain house with electric light produced the figures 1QO x i sc *' ms " Find the actual area required. .- ^ , , ,, . 9-87 X 30,000,000 X '021 ., , . , 10. Evaluate the expression - ~ rr^ Ibs. which refers to the buckling load on a steel column. Work by logarithms Nos. i to n of Exs. 16, Chap. II, and Nos. 12 to 20 of Exs. 21, Chap. III. Examples involving -f and . There are plenty of examples in which the operations of addition and subtraction are mixed 230 ARITHMETIC FOR ENGINEERS up with those of multiplication and division. If it is desired to evaluate these with the aid of logs, then two things must be remembered 1. That addition and subtraction must be performed in the ordinary manner, viz., without the use of logarithms; 2. That the addition of two logarithms is connected with the multiplication of their numbers. Hence any addition or subtraction of logs must be confined to those portions of the expression involving multiplication or division only. Then the antilogs or results of these portions must be found, and any addition or subtraction desired must be performed upon these partial results. In this type of example it is best to keep the form of the expres- sion as far as possible, and to do the logarithmic work at the side of the sheet. The student should state carefully to what numbers each log refers ; it is very desirable in this class of example to be able to trace all the steps in the working. The following will illustrate : Example 245. Find the value of the expression 7 x -575 X 1-75 + 9-85 X 475 X '2375, figures relating to the strength of a channel section bar. Log 7 = 0-8451 7 X -575 X i'75 + 9*85 x '475 X -2375 Log -575 = 1-7597 = ' ^ ' + ' rrTi ' Log i'75 =0-2430 Log of product = 0-8478 = 8-155 1 Antilog = 7-044 N.B. The brackets are merely used to show the necessary steps. Log 9-85 = 0-9934 Log -475 = 1-6767 Log -2375 = * '3 75 6 Log of product = 0-0457 Antilog = in i Explanation. The first part of the expression is evaluated by logs, care being taken that the antilog 7-044 is found and written down under the main expression. Similarly the second part of the expression is evaluated by logs, and the antilog i-in written next to the 7-044. Great care must be taken that these antilogs are found before the -j- sign is obeyed. Note also that the final addition produces the actual result without the use of log tables. USE OF LOGARITHMS Example 246. Evaluate the expression i + figures relating to the eccentric load on a column. _64 6-5 X 5 2-82 X 2-82 231 tons, 64 Log 6-5 Log 5 Log of product Log of lower product Antilog = 0-8129 = 0-6990 1+ 6 ' 5 x 5 - ^ 2-82 x 2-82 64 = i'5"9 = -9004 I -f 4-088 6115 = 4-088 Log 2-82 = 0*4502 Log 2-82 = 0-4502 Log of product 0-9004 __ 5-088 12*58 tons Log 64 = 1-8062 Log 5-088 = 0-7066 Log quotient = 1.0996 Antilog =s 12-58 Explanation. First evaluate by logs the right-hand term in the bottom line, and insert its antilog (4-088) in the second line of the main working. Then add the i to the 4-088, when the expression becomes a simple division, logs being used. The final antilog in this case is the answer. Example 247. Find the value of the expression 6'395 ^-626 X -626 10 x io\ ~32~-2~ \ ~~~4 h 72~~ / figures relating to an experiment on the twisting of wires. Expression = Log '626 Log -626 = 1-7966 = 1-7966 6-395 X 8-431 32-2 Log of product = 1-5932 Log 4 = 0-6021 Log 6-395 = 0-8058 Log 8-431 = 0-9259 Log oi product = 1*7317 Log 32-2 = 1-5079 2-9911 0-2238 1-674 Antilog = -09797 Antilog = 1-674 say, -098 Explanation. First evaluate the bracketed terms ; the second term can be found mentally, being ~ = 8J, i. e., 8-333. Then the two results must be added, and their sum operated upon by the two numbers outside the bracket, logs being used. 232 ARITHMETIC FOR ENGINEERS Exercises 62. Examples involving + and Evaluate by logarithms 1. 9'5 2 X -459 4- 2-35 -f- -958. 2. 2-7 -f 3'5 8 X 2-895 X 3*142. 8 9'75 -8-25 6-875_X_? 17-25 X 2-564-2-894 X -015 ' 10-385 -f-5'5 : 75 " 6785 x -0125 B . 17-5 X * -56.5 + i?>5 x .^ x ^^ x 4 . 5Q 6. The expression 7 X -57 X 1-75 -f 9-85 x -475 X ~~ occurred in connection with finding the centre of gravity of a channel section. Complete the working. 7. The weight of a proposed bridge truss is estimated to be 60 X 125 X 10 , ~ . , ., . . J tons. Complete the working. 1800 x 7-5 125 x 10 r 6 Work by logarithms, Nos. 13 to 25 of Exs. 16, Chap. II. Powers by Logarithms. Logarithms afford a very simple and rapid method of raising numbers to all kinds of powers. Only whole number powers, such as squares and cubes, will be taken in this book. A number can be raised to a power by logarithms according to the following rule : Find the logarithm of the number and multiply it by the index denoting the power. This product is the logarithm of the result, and its antilogarithm is the power required. Expressed symbolically If X a a then log X = n X log a A slightly different method of laying out the work is advisable in these cases. Example 248. Find the value of (6-25) 8 Log (6-25) 8 = 3 x log 6-25 = 3 x 0-7959 = 2-3877 Antilog = 244-2 = 6-25' Note. Brackets used as in the 6-25 above are not a necessity, but may help to keep the statement more clear, especially in written work. These examples present no difficulty when the whole number of the log is positive, as the multiplication is easily performed. But when the whole number is negative, then the log really con- sists of two parts, one + and the other , and care must be taken in dealing with it. USE OF LOGARITHMS 233 Example 249. Find the value of '596*. Log -596 = 2 X log -596 = 2 X I-7752 Antilog = -3551 = -596*. To explain : When carrying out the multiplication by 2 it must be remembered that, of the log, only the I is negative, while the 7752 is positive. Multiplying -7752 X 2 we obtain 1^504, the 5504 being the decimal portion (positive) of the new log., and the I (also positive) being a carrying figure. Now multiplying the I by 2 gives 2". Adding the carried I to the "2 gives I. Hence the new log is 1*5504, and its antilog is the required number. Example 250. Find the value of '0365 2 Log -0365* = 2 x log -0365 = 2 X 2-5623 = 3-1246 Antilog = -001332 = -0365* Explanation. Multiplying the decimal portion of the log by 2, the carrying figure is i, which is, of course, positive. Then 2 x 2 is 4, and adding the carried 4~ i gives 3. Example 251. The area of a circle of diameter d" is given by the formula 7854^. Find the area of the section of a wire No. ooo S.W.G. (372* diameter). Area = '7854^* = -7854 x -372' Then log area = log '7854 -f 2 x log -372 = 1-8951 + 2 x i-575 = 1*8951 4- 1-1410 = 1-0361 /. Area = Antilog = -1086 sq. in. Note. In this case the log of the square must be obtained by multiplying by the 2 before adding to the log of '7854. Exercises 63. On Powers by Logarithms. Find the value of the following by logs : 1. (3-142)". 2. (7854) 1 - 3. 2-5*. 4. -0875*. 5. 27-852. 6. 7-325* X -875. 7. (8-75 x 5'26 5 ) 2 . Work by logarithms, Nos. 18 to 30 of Exs. 23, Chap. III. Roots by Logarithms. Similarly any root may be easily and quickly extracted by means of logarithms. Only square roots, cube roots, and the like will be considered in this book. 234 ARITHMETIC FOR ENGINEERS To extract any root of a number : Find the logarithm of the number and divide it by the figure denoting the particular root. The quotient obtained is the logarithm of the result, and its antilogarithm is the root. Expressed in symbols lOfiT & 1 If X = "*Ja then log X = ~- or - x log a Example 252. Extract the square root of 22-09. Log ^22-09 = --log 22-09 i of 1-3441 = -6721 Antilog =5 4-7 = \/22-o9 Explanation. In the case of square root 2 is the figure denoting the root. Hence log 22-09 has to be divided by 2; the actual division can be done mentally. Referring to the ordinary working of this example on p. 103, the saving in time and labour is seen at once to be considerable. Roots by Logarithms. Adjustment of the logarithm when its whole number is negative. As when dealing with powers, these examples present no difficulty while the whole number of the log is positive, but an adjustment has to be made when it is negative. Two ways of making this adjustment will be shown. As an example let us find the value of ty-2512. In this case 3 is the number denoting the root. Then log $^2512 == - log -2512 3 = - of 1-4000 METHOD I Now at first it does not seem easy to divide a number having + and parts, but the difficulty is got over by changing the number, so that it only possesses one sign. Thus 1*4000 means I + '4000, which if evaluated according to the algebraic idea equals -6000. Now '6000 can be divided by 3 quite easily, giving -2000, which is then the log of the result. But it must be remembered that the logs in the tables (the decimal parts) are always positive, USE OF LOGARITHMS 235 so the logarithm -2000 must first be converted (without, of course, altering its value) so that it will have a positive decimal part. Now let us add + I and I to the logarithm *20OO. The value will remain the same, since the addition of + i i is the addition of o. Then we may write -2000 + i i, which, com- bining the first two numbers, = + '8000 i = T-8ooo, and the decimal part is now positive, whilst the log is of the ordinary form. The complete working would appear as follows : Log ^-2512 = - log '2512 i , _ = - of i '4000 = - of -6000 3 = *2OOO = T'Sooo ^^2512 = Antilog = '6310 The chief new points in the above method are 1. Convert the log to a single negative number, which really consists of taking the decimal from the negative whole number and reducing the digit of the latter by I. 2. Find the required fraction of this. 3. Add + i and i mentally, which is actually done by taking the decimal from i and increasing the digit of the whole number by i. METHOD II An alternative method of " making the adjustment " is as follows : add a sufficient negative number to the whole number to make it exactly divisible by the divisor representing the root, i. e., in this case add 2 to the I, making it 3, which is then exactly divisible by the divisor 3. Now to the decimal part add the same number, only positive, in order to keep the same value for the log, i. e. t in this case add + 2 to the decimal (making it 2-4000), the + 2 and the 2 neutralizing each other. Then the original logarithm 7-4000 becomes 3 + 2-4000, in which the negative part is exactly divisible by the divisor 3. Dividing the 3 by 3 gives Y, and dividing + 2-4000 by 3 gives + *8ooo. Hence our new log is "1-8000, in which the decimal is +, so that the log is of the ordinary form. If the whole number is already exactly divisible this method is 236 ARITHMETIC FOR ENGINEERS shorter than Method I, as division can be directly proceeded with. Performed mentally, Method II is in all cases the quicker. The complete working in this case is as follows : Log ^-2512 = -log -2512 = -of 1-4000 = --(3 + 2-4000) = T -f- *8ooo = 1-8000 ^2512 = Antilog = -6310 Note. Brackets are needed in the third line to denote that both the 3 and the 2-4 are to be divided by 3. Example 253. Evaluate ^-000247, figures which occurred in a problem on water supply. Working by Method I Log /v/ -000247 ~ -of log -000247 = g of 4-3927 = ^of - 3-6073 Antilog = Explanation. Converting the logarithm 4-3927 into a number of single sign, the -f *39 2 7 is taken from the 4-0000, giving 3*6073. Dividing by 5, '7215 is obtained. To convert we add -f i and i. The i is written as I, and the -f i added to the -7215, giving -f -2785. The final log is then 1-2785. Working by Method II Log ^-060247 = - of log -000247 = j-of 4'3927 = j(5 -f 1-3927) = 1-2785 Antilog = -1899 Explanation. To make the whole number of the log 4*3927 exactly divisible by 5, a i must be added, when it becomes 5. + i must therefore be added to the -3927, making it 1-3927. Dividing 5 by 5 gives I and dividing 1-3927 by 5 gives -2785, so that our final log is 1-2785, as before. USE OF LOGARITHMS 237 Exercises 64. On Roots by Logarithms. Find the value of the following by logs ; 1. ^5^5- 2. A/2I7-8. 3. 4. V *oo 1 65. 5. ^97-8. 6. v'iTT^Tooo. 7. ^19-06. 8. v'lTSrJ. 9. ^f-Ti2. 10. v 77 ^. 11. ^-0565. 12. ^-0005573? 13. ^-00043. 14. ^^0000087. 15. ^ib^oy. 16. Rankine's rule for the thickness (ins.) of a masonry arch is zr. Calculate the thickness when radius r = 10-5, 17. The formula ^-- gives the area of cross-section (sq. ft.) of a chimney H ft. high, when G = total grate area in sq. ft. of the boilers. Calculate the value of the expression when G = 30 and H = 70. 18. The formula P = -,. refers to live rollers. Calculate the Vr value of P when Q 500, r = 2-5, and 5 = -0073. Vx 19. The expression ~T>= relates to the motion of a steam engine slide valve. Find its value when x = -625. 20. Calculate the diameter of a piston-rod from the formula D = 1*2 VdL, when d = 13 and L = '667. /d? 21. The expression 1*73 V y- relates to the collapsing of short tubes under external pressure. Calculate its value when d 2*5 and / = -5. 22. The greatest allowable wheel base on a tramway track of R ft. radius, where the width of rail groove is w" t is \/ ---- ft. Calculate this length when R = 70 ft. and w = 1-25". 23. The expression \ occurred in a certain hydraulic problem. Find its value when g = 32, x = 6, and y i'2$. 24. In calculating the sizes of motor andjdynamo field coils Esson's Formula may be used, which is C= V R . Calculate the value of C when t = 50, A = 1150, and R = 10. 25. The current allowed in bare overhead electric conductors is /T\3f given as \/ R amps. Calculate this value when D = 9-45, / = 20, and R = '00000177. 26. The " impedance " of an A.C. circuit is VR a ^"/T 2 L*. Cal- culate its value when R = 2*3, p = 546, and L '015. 27. The formula P = ^VD + '625 '175 ins. gives the pitch of a U.S. standard thread where D = diameter of bolt in inches. Calculate P for a i i" bolt (i. e., D = 1-5). ARITHMETIC FOR ENGINEERS 28. The expression \ ^-^ 4 - gives the diameter of wire re- quired for the field coils of a shunt-wound dynamo. Calculate the size of wire required when E =* no, D = 15, d = 10, and CT = nooo. 29. The horse-power formula given by Messrs. Rolls Royce for petrol engines is H.P. = '2$(d J VS per cylinder, where d = cylinder diameter and S = stroke. Calculate the H.P. if d = 4-33 and S = 5-12. 30. The " number of threads per inch " on bolts over i* diameter 10 having British standard fine threads is given by the expression "ygy where d ~ diameter of bolt in inches. Calculate the number of threads per inch on bolts of the following diameters : (a) 2", (b) i \". (Note. In each case give the actual answer, and also the nearest whole number of threads.) Further examples will be found in Exercises 24 (p. 109), Chap. III. Various Examples. We will close this chapter with some examples of a more difficult nature involving all the foregoing points. Example 254. The diameter of a turbine nozzle is given by the figures V -T-JTT inches. Complete the working. Log '1675 = 1-2240 Log -785 = 1*8949 Log of quotient 1-3291 = '6709 (By Method I, p. 234) Log V quotient = *3354 (Dividing by 2) = 1-6646 Antilog = -461 9*; say -46*. Example 255. In a problem on water supply the figures v/73-6 2 ft. per sec. appeared. Find the required value. Log. 73** = ^ of log (73 -6 2 ) = * of (2 X log 73-6) = - of (2 X 1*8669) - I of 37338 = -7468 /. Antilog = 5-582, say, 5-58 ft. per sec> USE OF LOGARITHMS 239 Example 256. It was calculated that under certain conditions the speed of an engine governor would be \J - R.P.M. 000341 A 4 x -55 Complete the calculation. Bottom line Log -000341 = 4-5328 Log 4 = 0-6021 Log 69-2 S=B 1-8401 Log bottom line = 4*8753 Log -55 = i-744 Log of quotient = 4-9648 Log of product = 4-8753 Log V quotient = 2-4824 Antilog = 303-7 R.P.M. ; say, 304. Example 257. The deflection of a beam loaded centrally is given WI 3 by the formula - QT "f ins. Find the deflection of such a beam where W = 1 1 -5 tons, L = 24 ft., E = 12500 tons per sq. in., I = 725-7. Converting the 24 ft. into ins., L = 24 X 12 = 288 ins. Deflec- tion = OT ^ 1 == - * * 5 - - --- (substituting given values). 48E1 48 X 12500 x 725-7 v b b ' Top line Bottom line Log (288 3 ) Log 48 = 1-6812 = 3 X 2-4594 = 7-3782 Log 12500 = 4-0969 Log 11-5 = 1-0607 Log 725-7 = 2-8607 Log top line = 8-4389 Log of product = 8-6388 Log top line = 8*4389 Log bottom line = 8-6388 Log of quotient == 1*8001 Antilog = -6311 Deflection = -631" Example 258. A number giving the inclination of a water supply pipe is given by the expression ( - -~^i~~=^Y. Complete the working. Bottom line Log Vi^8i7 Log 2-5 = 0-3979 = J X 0-2593 = 0-1297 Log bottom line = 2-1711 Log 1 10 = 2-0414 Lo g O f quotient = 1^268 Log bottom line = 2-1711 Log (quotient) 2 = 4-4536 Antilog = -0002843 Required number = -000284, say. 240 ARITHMETIC FOR ENGINEERS Example 259. Dr. Pole's formula, giving the quantity of gas flow- ing through a pipe in cu. ft. per hr., is I3$od 2 \/ j~, where d = diameter of pipe in ins., h = effective gas pressure in ins. of water, / = length of pipe in yds., s = specific gravity of gas.* Find the discharge when d = 6*, h = 1*6*, / = 1250 yds., and s = '425. Discharge = I35<>^ 2 V y cu. ft. per hr. =* I 35 X 6 2 V ---- ^ ----- (substituting the given figures) 1250 X *4^5 = 1350 X 36\/ -- - (doing a little mental calculation) 1250 x *4^*5 Log 1250 =3-0969 Log 9-6 =0-9823 Log -425 = 1-6284 Log bottom line =2-7253 Log of product = 2-7253 Log of quotient = 2-2570 Log Vquotient = 1-1285 Log of the sq. root 1-1285 Log 36 = 1-5563 Log 1350 = 3-1303 Log of product = 3*8151 Antilog =s 6533 Discharge = 6533 cu. ft. per hr. 2. The Board of Trade rule for safety-valve springs of square 3 /~SD section is d = \/ - . Find d when S = 3350 and D = 4. Exercises 65. Various Examples. 8 /T~ 1. The formula d = \f ^j relates to shafts under torsion. If T 558 and / = 9000, calculate the value of d. Board of Tr 3 /~SD = \/ - . 3. The diameter in inches of a pipe to transmit g gallons of water V^ per min. a distance of L ft. with a loss of head of h ft, is d = \/ - Calculate d if g = 150, L = 1470, and h = 25. 4. The following expression relates to helical springs : \/ -~ v>A Calculate its value when w = 250, n = 12, r = 1*75, C = 12,000,000, and A= 1-5. 5. The distance apart (in ft.) at which the bearings of shafting should be placed is $Vd 2 , when d = diameter of shaft in inches. Calcu- late the distance for a shaft 2J" diameter. * A figure connected with the weight of the gas. USE OF LOGARITHMS 241 6. The formula K \/ -r relates to a certain kind of galvanometer. a 4 If d = 117 and rf 4 = 219, calculate the value of K. 7. The diameter of a propeller fan to deliver Q cu. ft. of air per sec. with a consumption of H horse-power is ^/'^? C)OII 5Q 3 . jf H = '85 and Q = 230, find the diameter. 8. Find the value of the expression (-,-=-_-) , which relates to a \9oVi -57/ water-supply pifte. 9. Using Dr. Pole's formula (Ex. 259), Q = I35od 2 \/ -.-, calculate the quantity of gas Q if d = 10, h^== 2-5, / = 2355, and s = -43. 8 /3~2oRC* 10. The formula D = \ ~~ relates to bare overhead con- ductors. Calculate D when R = 'OOOooiS, / = 20, and C = 270. 11. With reference to steam temperature and pressure we have 6 = V ^5 X io lg ~ 35 ' 16 * Flnd the VaIUG f ' 12. With reference to the Venturi meter for measuring water we have the formula Q = _\. Calculate Q if C == -975, h = 6*3, #! = -785, a a = -136. i6W 13. The equation A == x( v~^ (R 4 f 4 ) gives the deflection of a conical spiral spring. Calculate the deflection A when W 500, X = -15, G = 12 X io 6 , d = -192, R = -8, r = -3. 14-. The true air speed v of an aeroplane flying with an indicated speed of V m.p.h. in air of density p is given by the expression v = V f^ - At an altitude of 10,000 ft., p = 910. Calculate the true air speed represented by an indicated speed of 100 m p.h. 15. For a variable electrical condenser of the " square law " type, R = -v/4^ + r 2 . Calculate the value of R when a = 6, 6 = 3-142, * = '375- 16. The pressure of the atmosphere, p inches of mercury, at an altitude of H feet above sea-level is given approximately by the formula 2Q*Q2 H = 62580 log . Calculate the altitude H corresponding to a pressure of 16 inches of mercury. (Hint. log =(log 29-92 log p}, and when the two logarithms have been looked out they become ordinary numbers for the purpose of the subsequent calculation.) As so^n as the student, by sufficient practice, has made him- self reasonably proficient in the use of logarithms, he should use logarithms for the numerical work in subsequent calculation, and if possible, should take up the use of a slide rule. R CHAPTER VII MENSURATION LENGTHS AND AREAS IN this chapter it is assumed that the reader can use, or is learn- ing to use, the ordinary drawing instruments such as T-square, set-squares, and compasses ; also that he has some knowledge of the method of showing solid objects on paper by " plan, elevations, and sections." Measurement of Length. In the introductory chapter it is stated that the Yard is the British standard of length or Unit ; and that multiples and sub-multiples of the yard are employed for larger and smaller distances. The smallest sub-multiple unit employed is the Inch, which is ^ of the yard ; below this, fractions of an inch are used, in the vulgar form for general use, and in the decimal form for the finer measurements. The largest multiple in ordinary use is the Mile, which is 1760 yards. Between these extremes there are various other units as given in the table on p. 3. In addition, the following relations are very useful: 36 inches = i yard 1760 yards = i mile 5280 feet = i mile For certain classes of work special units are employed. Thus, in nautical work the " nautical mile " is used for long distances, while the speeds of ships are stated in " knots." NAUTICAL MEASURE i nautical mile = 6080 feet = 1-15 ordinary miles i fathom = 6 feet = 2 yards [Depths of sea bottom are given in fathoms] i knot = i nautical mile per hour = 6080 feet per hour 242 MENSURATION 243 In Land Surveying, measurement is made with a chain 22 yards or 66 feet long, called Gunter's Chain. For certain special work a chain 100 feet long is used. Unless otherwise stated, the " chain " is taken to mean the Gunter Chain. SURVEYORS' MEASURE 100 links = I chain (Gunter) 10 chains = i furlong 80 chains = I mile [i link = 7-92 inches] Conversion or Reduction. When stating lengths or distances, it is customary to use two or more units for sizes above i ft. Thus on drawings we find such dimensions as 22'-6", 3 / -4j", or the length of a road may be given as 3 miles, 5 furlongs, and 35 yards. But for many calculations it is desirable that such a length should be stated with a single number, i. e., it should be in terms of one unit only. The 22'-6" would then be " converted " into (say) feet, becoming 22-5 ft., while the 3 / -4f /r might all be converted into inches, becoming 40-75". Again, a calculated dimension is usually obtained with a single unit, e. g., 4*833 ft. ; on a drawing this would be given as 4'-io", the decimal of a foot having been converted into inches. The amount of this " conversion " or " reduction " required in connection with length measurement is not very great. The method of working is best illustrated by examples. Reduction to Smaller Units. Example 260. Reduce the distance 4m. 3 fur. 25 po. 3 yds. to yards. m. fur. po. yds. 4 3 25 3 Explanation. Reduce 4 miles to 8 furlongs by multiplying by 8, since , i m. = 8 fur. ; while multiplying, add ^ U " in the 3 fur.; similarly convert the 1^ 35 fur. to poles by multiplying by 40, 1425 poles adding in the 25 poles. The method 5J of multiplying by 5^ to convert to ~ JT" yards should be noted as being quick i and easy. First multiply the 1425 _Z by 5 and add in the extra 3. Then Result = 7840$ yds. multiply by i and add the two " ~* results. 244 ARITHMETIC FOR ENGINEERS Example 261. (a) Convert 5'-7j* into inches; (b) convert 4-74 ft. into feet and inches. ( a ) 5'-7i* (&) 474 *t ..... only the decimal of a ft. 12 12 is multiplied by 12. 60 -f 7J = 67^ 8-88 ins. c'-" " ^ 4'- 8 " + * 88 of an inch /. Dimension = 4'-8f" Note. Conversion of this type is largely done mentally. Example 262. Convert 35 miles per hour to feet per second. i mile = 5280 ft. .'. 35 m. per hr. = 35 x 5280 ft. in i hr. i hr. = 60 mins. = 60 X 60 sees. = 3600 sees. .% 35 X 5280 ft. in i hr. = - ft m i gec> = 51-3 ft. per sec. Conversion to Larger Units. Example 263. A warship opens fire at a range of 12,000 yds. How far away is the target : (a) in miles and yards ; (b) in miles only ? (a) 1760)12000(6 m. 10560 1440 yds. Distance 6m. 1440 yds. (6) 1440 yds. = ~- m. = -818 m. /. Distance is also 6-818 m., say 6-82 m. Example 264. Reduce 16950 ft. to miles, etc. 5650 yds. 2 11)11300 half yds. 4,0) 102,7 + 3 half yds. 8) 25 + 27 po. 3 +i ^r. Result = 3 m. i fur. 27 po. i yd. i ft. 6 ins. Explanation. The feet are converted into yards by dividing by 3. As it is not easy to divide by 5} direct, the yards are multiplied by 2 (i.e., converted to J yds.) and then divided by n. The 3 remainder MENSURATION 245 is the 3 half yds., i.e.. i\ yds. or i yd. i ft. 6 ins. To divide by 40, point off the o in the 40 and the last figure in the 1027 as shown (i. e., dividing by 10). Then divide the 102 by 4 and place the remainder 2 before the 7. Addition and Subtraction in Length Units. It is occasion- ally necessary to add and subtract various lengths when given in two or more units. The method is exactly the same as when dealing with money. In addition, add up the figures of the smallest unit first; convert to the next higher unit and write the remainder. Repeat, carrying forward the converted figure from the previous column. Example 265. Find the sum of the following dimensions from the wheel base of a 4-coupled locomotive, which gives the overall length of the engine : 6'-io^, io'-2^, 8'-7", 4'-7i". 6' loj" 10 2j Note. Sum of inch column is 8 7 27J = 2'-3j". Write 3^ carrying 4 7J 2 to feet column. Subtraction is performed similarly. Occasionally a I from the feet column has to be " borrowed " and converted into inches in order to carry out a subtraction in the inch column. Example 266. A locomotive is 13'- if" from rail to top of chimney and 7 / -9 // from rail to centre line of boiler. Find the distance from centre line of boiler to top of chimney. I 3^" I I" In subtracting the inches it is 7 "9 _ necessary to "borrow" a i from Difference = 5 '_-4JP the feet column. Exercises 66. On the Conversion, etc., of Length. 1. Reduce 2 m. i fur. 20 po. 5 yds. to yards. 2. Reduce 7 fur. 3 yds. to yards. 3. Reduce i m. 28 po. 3 yds. to feet. Convert : 4. 115-5 yds. to inches. 5. 27-85 ft. to inches. 6. 5 yds. 25 ft. to inches. 7. 5'-6k" to inches. 8. n'-ioj" to feet. 9. i'-9F to yards. 10. 2785 ft. to a decimal of a mile. 11. A machine shop requires the following lengths of a certain width belting : i4'-6", 28 / -o / ', 7'-4", IQ'-IO". What total length must be ordered ? 246 ARITHMETIC FOR ENGINEERS 12. A plate girder requires the following lengths of plate for its flanges : i6'-o", 29'-6*, 45 / -4*, 45 '-4", 2C/-6", i6'-9*. Find the total length of plate required. 13. In connection with boiler flues it was necessary to find the difference between 3'-8" and 2'-io". What is this difference ? 14. The overall length of a lathe bed is 6 '-6". The fast head-stock occupies i'-2i" and the loose heads tock n". What is the greatest length available between the centres ? Simple Geometrical Terms. The well-known " Square " and " Circle " are examples of " plane geometrical figures/' i. e., flat figures which have something definite about them, such as straight sides, or sides made up of smooth curves ; such figures are con- stantly occurring in engineering work. Before proceeding to any Acute Angle Righr Angle ObKuse Angle & 1 1 1 1 M M M I I ' i ' 1 1 1 ' i i 1 1 1 1 1 ' i ' 1 1 i ^.C ^^MHMMi^ai^^MMj lMMM . I I -* "~ Rule shor Rule fully open Fig. 23. Illustrating Various Angles. actual calculation some descriptions and explanation of terms are necessary. Angle is the geometrical name for " corner." More particu- larly, it is the opening between the two lines making a corner. Thus, when a f elding rule is opened the two legs enclose or include an angle, as shown in Fig. 23. At a, in this figure, the opening is small and the angle is said to be " acute " meaning sharp. At c the opening is very large and then the angle is said to be " obtuse," meaning blunt. At b, the opening is exactly halfway between the acute and obtuse positions, or the rule is just halfway between being quite shut and being full open. This angle is a Right Angle, or a square corner, and is the most important of all. In ordinary language we should say that the two legs of the rule are " square with each other." MENSURATION 247 It should be noticed that the angle between two lines is not the distance between them ; the distance is different at different places. Two lines may include an angle although they do not meet and make a proper corner, as at e, Fig. 23 ; here the two full black lines are inclined to each other and therefore enclose an angle. The appearance of a corner is obtained if each line be continued to the left until the two meet as shown dotted. In geometrical lan- guage this continuing of a line is called " producing," and the line is said to be " produced." To indicate any particular angle on a figure the corners are lettered. When only two lines meet at a corner a single letter is sufficient. Thus at d in Fig. 23, we have the angle D. When more than two lines meet at a point several letters are necessary. Thus, the angle BDC is the one between the lines BD Wate face.-a Hon 2.0* fa I li a Verhcal line Pairs of Perpendicular lines a Parallel Lir\es !Hg. 24. Illustrating Various T-irics. and CD. The angle ADB is that between the lines AD and BD ; while the angle ADC is the whole angle between the lines AD and CD, *. e., the sum of BDC and ADB. Parallel lines are those which are the same distance apart every- where ; they would never meet however far produced in each direc- tion. Parallel lines may be either straight or curved, as in Fig. 24, or like the rails on a railway or tramway track. A Vertical line is one which stands straight up, and is at right angles to the earth's surface, as with a plumb line (see Fig. 24). A Horizontal line is one which is quite level, like the surface of a pond, as shown in Fig. 24. It is at right angles to a vertical line. Lines which are at right angles to each other are said to be perpendicular to each other. Neither line need necessarily be vertical 248 ARITHMETIC FOR ENGINEERS or horizontal, as shown in Fig. 24. The vertical and horizontal directions are of course perpendicular to each other. A figure is said to be symmetrical about a certain line when the portions on either side of that line are exactly the same shape, but reversed (see Fig. 24). A plane figure is one that is quite flat and has no thickness. SIMPLE PLANE FIGURES (Letters refer to Fig. 25) All figures having four straight sides are called Quadrilaterals. Forms shown from A to F are examples. When opposite pairs of sides in quadrilaterals are parallel the figure is called a Parallelogram, and the opposite sides are then equal. Examples are shown from A to D. A Rectangle is a parallelogram in which all angles are right angles. Strictly the term applies to both A and B, but it is cus- tomary to restrict it to the form in which adjacent sides are unequal as at A, which is sometimes known as an " oblong." When all four sides are equal as at B, the figure is called a Square. C. A Rhomboid is a parallelogram in which the angles are not right angles and in which adjacent sides are not equal. This is the general form of parallelogram. D. A Rhombus is a parallelogram in which all four sides are equal, but the angles are not right angles. When placed so that the longest dimension is vertical, we recognise the " diamond " or " lozenge " shape. E. A Trapezoid is a quadrilateral having only one pair of parallel sides. There are various forms as shown. F. A Trapezium is a quadrilateral in which all sides are unequal. A name which better describes this figure is Irregular Quadrilateral. G. A Triangle is a three-sided figure, and has therefore three angles. At a, all three sides are equal in length, and the triangle is said to be " equilateral "; the angles are then all equal. At b only two sides are equal and the triangle is " isosceles." At c and g all three sides are unequal. The Right-angled Triangle (shown at g) is one in which one angle is a right-angle. This triangle is the most important in higher work. H. A Hexagon is a six-sided figure, in which all sides are equal and all angles are equal ; the opposite sides are then parallel. This is the shape of the common nut and bolt head. J. An Octagon is an eight-sided figure, in which all sides are MENSURATION 249 A) Recrcmgle (B c. . . CL. Equilateral b. Isosceles g. 5)^JTVi angles Angled ^oT^t?e7*7 { ' (U) SecVor / (H) Hexagon (J) Ocragon (R) Grde \^ Cairc^e y Chord \ o{ Circle, / Semicircle (P) Ellipse (Various Forms) Fig. 25. Simple Geometrical Figures of Importance to-the Engineer. 250 ARITHMETIC FOR ENGINEERS equal and all angles are equal ; the opposite sides are then parallel. Chipping chisels are frequently made from " octagon bar steel/' The remaining straight-sided figures are of no impoitance here. K. The Circle is a figure with only one continuous outline which is always the same distance from some point called the centre. This distance is the " Radius " (plural, radii). The dimension right across from one side to the other when taken through the centre is the diameter of the circle, and is, of course, equal to twice the radius. The actual curved outline is called the Circumference. L. A Sector of a circle is a piece of a circle with three sides ; two sides being radii (and therefore straight) and the third side a piece of the circumference. This curved piece is called an arc, and is said to " subtend " the angle at the centre (i. e., it is opposite this angle). M. A Quadrant is a particular sector in which the angle between the two radii is a right angle. Since there are four such sectors in the whole circle a quadrant is a quarter of a circle. N. A Segment is a piece of a circle with only two sides ; one an arc and the other a straight line from side to side, which is called a Chord. When this chord passes through the centre of the circle the segment becomes exactly half a circle and is then called a Semicircle (shown at O). It should be noted that the distance along the arc is considerably longer than that along the chord. P. The Ellipse (or Oval) is a figure with one continuous outline and is longer one way than the other, being in fact a stretched or flattened circle. It is symmetrical about two perpendicular lines passing through its centre, the longer being called the " major axis," and the shorter the " minor axis." At X, the major axis is much longer than the minor axis. This is approximately the shape of the cross-section of the tube in a steam -pressure gauge. At Y the shape is a medium one, as in a boiler manhole. At Z the major and minor axes are very nearly equal ; when equal, our ellipse becomes a circle. Figures like the above drawn with circular arcs are not necessarily ellipses, as certain laws exist as to the shape of the curves. These laws cannot be dealt with until a much later stage. The majority of the shapes we deal with in engineering work are these regular figures or combinations of them, since the regular figures are easily produced by machine processes, e.g., the circle in the lathe, and rectangular shapes on the planer. Irregular shapes require either expensive machines to produce, or much hand labour, which is both costly and slow. MENSURATION 251 Perimeter or Circumference. The actual distance round the outline (or the length of the boundary) of any figure is called its Perimeter or Circumference. With the straight -sided figures the calculation of the perimeter is an easy matter when the length of the sides are known. If all the sides are not known, but sufficient information is given to draw out the figure, then it should be drawn, and the sides actually measured. In all the straight-sided figures the perimeter is the sum of the lengths of all the sides, particular cases being formulated as follows : 1. Rectangle : Let a = length of long side and b = length of short side. Then Perimeter = 2a -f 26 or 2 (a + b). 2. Square : Let s = length of side. Perimeter = 4s. 3. Equilateral Triangle : Let s = side. Perimeter = 3s. 4. Hexagon : Let s = length of side. Perimeter = 6s. 5. Octagon : Let s = length of side. Perimeter = 8s. Circumference of a Circle. Meaning of TT. The length of the circumference of a circle cannot be so easily reckoned as that of a straight -sided figure. Roughly the circumference is a little more than three times the diameter. If several circles be drawn and their diameters and circumferences measured in some way, then it .,11 t j XT. j. xt. A - Circumference . , . will be found that the ratio - ~-.- - , is always very nearly 3-14. This figure or " constant " is a very important one, and occurs in a great many calculations. .In formulae it is usually denoted by the Greek letter TT (pi), its value not being known with absolute exactness, although it has been calculated to 700 decimal places ! Approximate values of varying accuracy may be used depending on the class of work in hand, so that for practical calcula- tions we can consider it to be known exactly. To 8 significant figures TT = 3-1415928 ,,4 = 3<1 ^ 2 The latter is quite suitable for the great majority of engineering calculations. Then we have Circumference of a Circle = ir x diameter or in symbols, if c = circumference and d = diameter C = ird. Since the diameter of a circle is twice the radius, then if r = radius, d = 2? Then c = 2?rr, a useful form. 252 ARITHMETIC FOR ENGINEERS Occasionally IT is given in the form of a vulgar fraction ; the com- monest value being - 2 r 2 - *' g - 3r- The decimal equivalent of this is 3*142857 .... so that the difference is not great. Another, and very accurate, form is -J-JS, *' -, 3i\V * which the decimal equivalent is 3-i4*59 2 9' Determination of TT by Measurement. Students should find the value of ?r by actual measurement of the circumference of a circle. There are several methods possible, of which one follows : Draw a circle with a diameter of 3" or more and make a mark somewhere on the circle as at A, Fig. 26. Open a pair of dividers Stepping round Irhe circle With 'dividers Fig. 26. Determination of TT by Measurement. to some small even distance, say J", and starting from A, step care- fully round the circle as indicated. The points of the dividers must be very carefully placed on the circumference each time. Count the number of steps taken from the start until the mark A is again reached. The last step may be less than J", in which case it should be estimated as or of a step. If the step is small and the circle fairly large, the length along the arc from one point to the next is almost exactly equal to the length of the chord, i. e. t the straight distance between the points. Then if N be the 'number of steps and / the length of the step the circumference == N/. Thus, with a 3" dia. circle, and J* step, 37! steps were made round the circle. Then circumference = 37! x \* crcum. ,. --- dia. 9-438 3-146" which is very near to the actual value of 3-142. MENSURATION 253 If (in a class) several students do this, each having a different sized circle, all the ratios should come in the neighbourhood of 3-14, and the average value should be very near to 3-142. Examples involving Circumferences of Circles. Example 267. A steam engine cylinder is lagged with wood strips held in place by two brass bands as shown at a, Fig. 27. Determine what length of brass strip is necessary for each band. Views of | Hne coil.^ Fig. 27. Examples on Circumference of Circle. The portion round the cylinder is less than a full circumference by the \" between the ends. In addition to this there are the two pro- jecting pieces each \" long, for the bolt. Circum. of circle = vd = 3-142 x ii 34*5 6 * Add for two lugs each J" long, ij* and deduct \" piece for space, therefore add i*. /. Length required = 35 '56, say 35!" or, 2 / -ii$" 254 ARITHMETIC FOR ENGINEERS Example 268. A spur wheel is to have 45 teeth of }* pitch. What will be the "pitch diameter" of the wheel (i.e., the diameter of the circle on which the pitch is measured see b t Fig. 27) ? Circum. = 45 x }" = 3375 33'75 o:> ' J 3-142 ~. circum. Dia. = ------ = In certain cases, given the number of revolutions per unit of time, we need to know the surface speed of a revolving wheel, i. e. t the speed of a point on the circumference. Obviously in i revolu- tion a point on the circumference will travel a distance equal to the circumference, in 2 revolutions 2 X circumference, or for N revolutions N x circumference ; or Surface speed (ft. per min.) = Revolutions (per min.) x circumference (ft.) (The surface speed is also called the " circumferential " or the " peripheral " speed periphery being another name for circum- ference.) The following examples will illustrate : Example 269. The commutator of a dynamo is 19* dia., and makes 470 revolutions per minute. Find the surface speed in feet per minute. Surface speed = circum. x revs. Circum. of commutator = x = 4-975 ft. .'. Surface speed = 4-975 x 470 = 2338 ft. per min. Note. In first line 19 is divided by 12 to bring inches to feet. Example 270. A milling cutter is 3" dia. and is to be used with a cutting speed of 50 ft. per min. At what speed (revs, per min.) must it run ? T-, . cutting speed Revs, per min. == -? - ~ " r circumference Cutting speed = 50 ft. per min. 50 x 12 ins. per min. Circum. of cutter = 3 x = 9-426" j-Q \X T ^ .". Revs, per min. = - : - = 63-6 revs, per min. Example 271. A copper expansion bend in a long length of steam pipe is shown at c, Fig. 27. The portion BCD is J of a complete circle, and the portions AB and DE are each j of a circle. Find MENSURATION 255 the total length of pipe from flange to flange necessary to make the bend. Portion BCD = J of circum. of circle = I X x 15 = 35'4* Portion AB = f of circum. of circle Portion DE = | /. AB 4- DE = | = | x IT x 5 = ii-S" Two straight portions 10" each = 20 -o" /. Total length required say, 5'-7i* 67-2" Example 272. A close-coiled helical (or coil) spring is 3* average dia. (i.e., dia. measured at centre of coils) and contains 10 complete coils. What length of wire is necessary to make the spring, allowing an extra 8" for hooks at the ends ? (See d, Fig. 27.) Note. Considering one coil or turn it is seen from A, Fig. 27, that, like a turn of a screw thread, it is not a true circle, its length being a little more than the circumference of a circle, but the difference is so small in a closely coiled spring that for practical purposes it can be neglected. Then the length of i turn is calculated as for a true circle, and is multiplied by the number of coils. Length of i turn = ir x 3 = 9-42" /. Length of 10 turns = 9-42 X 10 = 94'2 /r Add for ends 8 .*. Total length required per spring = 102-2" or, I Fig. 28. (Nor oil Fig. 29. Example 273. A resistance for an arc lamp is to be in the form of a close wound coil as in Fig. 28. The total length of wire is to be 44 yds., and the coil is to be wound on a cylinder of 2j" dia. How many turns will there be ? If the wire is ^ dia,, what length of cylinder will the wire occupy ? 256 ARITHMETIC FOR ENGINEERS Circum. of 2%" circle Total length , X 2-5 = 7-85" 44 yds. 44 x 36 ins. = 1584* , . Total length 1584 No. of turns = ^ TT- ?-? = o = 202 turns /. Length of coil = 202 X fo = 12*62 5" Example 274. A coil of leather belting (see Fig. 29) has an outside dia. of 10" and an inside dia. of 4", and there are approximately 12 turns. What is the approximate length of belting in the coil ? Note. Any single turn of the coil is not a true circle but a turn of a spiral as shown at A, Fig. 29. For practical purposes its length is that of a circle. Since all turns are of different diameters it would be very tedious to calculate the length of each turn separately. There- fore we take the average or mean (or centre) turn and calculate on that. For every turn smaller than the mean diameter there is one larger than the mean. ^_, ,. outside dia. -f inside dia. Mean dia. = . Mean circum. = w x 7 = 22* Total length in 12 turns = 12 x 22* = ~ 22 ft. ft. Example 275. Fig. 30 shows a field coil for a dynamo, with dimensions. Find the length of the wire in the coil, which is required in calculating the resistance, etc., of the field windings. Considering I vertical layer of the wire. No. of turns in i layer = - 5 o == J -070 ', say 57 turns.* Considering the horizontal layers. No. of layers 078 = 25-6, say 25 layers. Fig. 30. Thus we have 25 layers with 57 turns in each layer. .*. Total number of turns in the coil = 25 x 57 = 1425 turns. Now the turns vary in diameter; the smallest being in the inner- * In examples of this nature it is best to discard any decimal of a turn rather than work to the nearest whole number ; it is preferable to have the calculated answer a little small. MENSURATION 257 most layer and the largest in the outermost. Then we may calculate on the length of an average turn, Outside dia. = 12" Inside dia. = 8* /. Dia. of average turn = = 10* /. Length of average turn = *d = - ~ 2 ' 62 ft. /. Total length of wire in coil = Average turn x No. of turns = 2-62 X 1425 = 3730 ft. Example 276. An electrically driven hoist is to run at a speed of 200 ft. per min., and the winding drum is to revolve at 26 revs, per min. What must be the diameter of the drum ? Note. In 26 revs, the drum must wind up 200 ft. of rope ; hence we can find the length wound on in i rev., which gives the circum. of the drum. Circum. of drum = - - f - = 7-7 ft. 26 ' ' | /. Dia. = ? = 2-45 ft. say, 2 '-5 * Exercises 67. On Circumferences of Circles. (Letters refer to Fig. 31.) 1. The rings of a locomotive boiler, 4 /> -3 // dia., are butt-jointed as shown at A. Calculate the length of plate necessary for each ring. 2. The rings in a large marine boiler are built up of three equal pieces, butt-jointed as shown for the single joint at A. If the boiler is i4 / -7j /r dia., find the length of the pieces. 3. An angle ring for the top of a cylindrical tank is to be 3'-2^* dia. (measured on the centre line). What length of angle bar must be cut ? 4. Find the length of plate required for a lap-riveted boiler ring 6'-o / " dia., if the lap-joint requires an extra 4^ ins. 5. A wrought-iron pulley is 3 / -o /!r dia. Find the length of plate required for the rim. There are 10 arms evenly spaced. Find the distance apart of the holes which must be drilled in the rim to receive the ends of the arms. 6. A concrete culvert is reinforced with two sheets of expanded steel, as shown at B, with a lap of 8*. What is the width of each sheet ? 7. In a steam engine cylinder lagged as shown at a, Fig. 27, the lagging is to be composed of wood strips ij" wide and is to be n* dia. as nearly as possible. Find the number of strips required per cylinder. 8. An electric cable is to be " armoured " with a ring of steel wire, No. 8, S.W.G. (i. e., i6 // ) diameter, as at C. The diameter of the circle through the centre of the wires is to be 2j". How many wires are required ? (Give the nearest whole number.) S 258 ARITHMETIC FOR ENGINEERS 9. An alternator armature is 60" inside diameter and is to have 60 slots, as at D. What will be the " pitch " of the slot (i. e., the distance from the edge of one slot to the same edge of the next slot) ? If the slot is i- 2" wide, what will be the width of the " tooth " ? 10. A spur wheel is to have a pitch circle diameter of 3'-9i /r and a pitch of 2 1". How many teeth will it have ? (Note. Work in inches and give nearest whole number.) 11. A boiler-maker's wheel tool for measuring curved lines on plates is exactly 2 ft. circumference. What is its diameter in inches ? 12. A worm wheel in an electric lift drive is to have 43 teeth of if* pitch. What will be its pitch circle diameter? 13. A spur wheel in a lathe back gear is to have 79 teeth, and 6 teeth for every i" of diameter. Find its diameter; also calculate the pitch of the teeth. 14. An emery wheel 18" dia. runs at 1200 revs, per min. Find its circumferential speed in feet per min. 15. A wood-planing machine with a 5* dia. cutter is to run at 2000 ft. per min. Determine the revs, per min. 16. An electric motor has a belt pulley 6" dia., and runs at 550 revs, per min. Calculate the speed of the belt in feet per min. If this belt drives a machine shop shaft by a pulley 24" dia., find the revs, per min. of the shop shafting. 17. Find the length of pipe required fronAflange to flange to make the expansion bend shown at E. 18. A band saw is to run over two equal pulleys 3 ft. dia., their centres being 5 ft. apart as shown at G. Calculate the length of saw- blade required. 19. At F is shown a bent copper steam pipe. What length is required from flange to flange ? 20. A pipe hanger is required to the dimensions shown at H. What length of bar is necessary ? 21. Dimensions are given at J of the curved portion of the splasher guard over the driving wheel of a locomotive. What length of plate is required ? 22. Dimensions of a sheet metal guard over the back gear of a milling machine are given at K. Find what length of strip is required. 23. Dimensions are given at L of a strap brake on a traction engine. Determine wlmt length of strap is required. 24. A closely coiled spring for a coil clutch is shown at M. Find what length of bar is required, there being 4^ complete coils and 4* extra for the ends. 25. An inductance coil, as shown at N, is required for a wireless installation. If it has 60 turns and is wound on a cylinder of 3^" dia., what length of wire is required ? 26. A flat coiled spring in an indicator reducing gear is ij" inside dia. and 3* outside dia., as shown at O, and there are 22 coils. Find the length of strip in the spring. 27. A volute spring for the buffer between engine and tender on a locomotive has n complete coils, and is 6" outside and 2" inside dia., as shown at P. Calculate the length of material required. (Note. This may be treated as a flat coil spring.) MENSURATION Fig. 31. --Exercises on Circumferences of Circles and Ellipses. 260 ARITHMETIC FOR ENGINEERS 28. A coil of leather belt as in Fig. 29 is 8* outside and 2j* inside dia., and has n coils. What length of belt does it contain ? 29. A roll of sheet zinc is found to have 24 coils and is ft" outside and 3 J" inside dia. What length does it contain ? 30. At Q is shown a " Gutermuth Valve/' used in certain pumps. The outside diameter is 4", and the inside i", and there are 4 complete coils. Find the length of strip required, allowing 4^ for the straight flap and \* for attaching to the central spindle. 31. Calculate the length of wire in the field coil of an electric motor as in Fig. 30, the dimensions being outside dia. 8", inside dia. 5", length 3*, winding depth i \" , and dia. of wire (outside insulation) 07". 32. A cylinder is 8" dia. and the spring rings are required to be open }V when in the cylinder (see R). If the rings are turned 8J" dia. how much must be cut out ? Circumference of Ellipse. The exact formula for this is very complicated and far too cumbersome for practical use. Hence various approximate formulae have been proposed. Of these two are given, the first being the simpler and the second the more exact. The accuracy desired in the particular example should decide which formula is to be used. The more exact formula gives less than i% error if major axis is less than 5 times minor. Simpler form : Circumference of Ellipse = TT (a + b) where a = \ major axis and b = J minor axis (see Fig. 25). The error in using this formula is 2*7% when a = zb and as much as 10% when a~$b. Note. When our ellipse becomes a circle, a = b = r , then circum- ference = ir(r -f- r) = if X 2f = 2-nr as already known. More exact form : Circumference of Ellipse = 7r{l*5(a -f b) Vab} Example 277. An oval or elliptic chain link is shown at a, Fig. 32. Find the length of bar in the link. This will be worked by the more exact formula. The student should work by the simpler one to see the difference. a = J major axis = \ X 2 = i* b = i minor axis = J X ij = f* = '625* A Circum. of ellipse = ?r{ 1-5(0 + b) Vab\ = 7r{i-5(i + -625) - Vi x -625} = 7TJ2-44 - -79} = TT X i-,65 /. Length of rod per link = 5-18" Example 278. Fig. 32 shows at c an elliptic gear wheel. The major axis is g" long and the minor axis 4-7" long, and there are 30 teeth. What is the " pitch " (i.e., distance from centre of one tooth to centre of next) ? MENSURATION In this case the more exact form is desirable. * = i X 9 =4'5 261 6 = i X 47 = 2-35 Circum. = ir .*. a 4- 6 = 6-85 and Va6 = VZ-^ .'. Pitch = = ir{i-5(a + b) - Vrtfc} = == 3-I4 X 7-05 = 22-1" Circum. __ 22-1 No. of teeth ~~ 30 " -737". say, f* 2 -35 = 3-25 - 3-25! Elevahow ynp^i LX 1 d FIG. 32. Examples on Circumference of Ellipse. Example 279. At d t Fig. 32, are given dimensions of an oval hand hole on a cylindrical tank, under a vacuum. For staunchness the pitch of the bolts must not exceed 6 times the bolt diameter. Using J*-bolts how many must be used to satisfy this rule ? (Note. It is preferable to use an even number of bolts. If a mixed number be obtained then use the next larger even number.) In this case the simpler formula may be used - Major axis = SJ" Minor axis 6J /. a = 4-25 ; b = 3-25 ; and a + b = 7-5 /. Circum of ellipse = TT x 7-5 = 23'52 r ' Bolt dia. = i" = -625" .'. Largest allowable pitch = 6 x -625 Least possible number of bolts = --^>- Next even number = 8 3*75" =6-27 use eight $"-bolts. The arrangement would then be as at b, Fig. 32. A circumference formula often used is TT V2(# 2 + b*), but this is almost as approximate as ir(a +b), and will in certain cases give an error of 7 %. 262 ARITHMETIC FOR ENGINEERS Exercises 68. On Circumferences of Ellipses. (Letters refer to Fig. 31.) 1 to 3. Find the circumferences of each of the following ellipses, using both the simple and the more exact formulae : 1. Major axis 6". Minor axis i$". 2. Major axis 15*. Minor axis 10*. 3. Major axis 12". Minor axis 10*. 4. An elliptic gear as at c, Fig. 32, has major axis 2* and minor axis i -4 1 4", and 38 teeth. Calculate the pitch. 5. Calculate the length of rod for an elliptic chain link (see a, Fig. 32), if the centre-line dimensions are major axis 3^, minor axis 2 J". 6. Mustard tins of elliptic section are to be made of dimensions shown at S. What length of sheet tin is required for the walls of each tin if an extra J* be allowed for the joint ? 7. A boiler mud-hole is elliptical, similar to d, Fig. 32, and the pitch line of the rivets measures iS" x 13!". If the rivets are pitched 2* apart how many rivets will be required ? (Give nearest even number.) 8. At T is shown, with dimensions, a magnet coil, elliptical in section. If the wire is -vyS" dia., calculate the length of wire required for the coil. (Note. Work this exactly as Example 275, but use the circumference of the average ellipse,) 9. A semi-elliptic arch is shown at V. How many 3* bricks are required for the inner ring ? 10. The conveyor tunnel shown at U is semi-circular at the top and semi-elliptic at the bottom. Find how many 3" bricks are required to line the inside. 11. Part of the cross section of a split concentric electric cable is shown at W. The outer ring of wires is elliptical, the wire being No. 19, S.W.G. (04 /x ) dia. Determine how many wires there are in this ring. 12. At X are given dimensions of a y " Simplex " oval conduit for carrying electric wiring. It is made out of one strip of steel, rolled and brazed. Calculate the width of strip required. Measurement of Angles. Degrees. When measuring the size of an angle, two systems may be employed. The one in general use is that in which the unit is the degree. The degree is ^ part of a complete revolution. At X, Fig. 33, is shown a circle divided up into 36 equal parts, each division indicating 10 degrees. The divisions are numbered off in a left-handed or anti-clockwise direction, i. e. t in a direction opposite to that in which the hands of a clock move. The first division is split into 10 parts, so that each of the smallest divisions represents i degree. The unit is a very small one, as can be seen from Y, Fig. 33, which shows an angle of 5 degrees. When writing down angles, the word " degree " is replaced by a small o () at the right-hand top corner of the figure. Thus 90 reads as 90 degrees. MENSURATION 263 The right angle being J of a revolution, is J of 360, i. e., 90. Similarly two right angles, i. e., J a revolution, is 180, and three right angles 270. For finer measurements, such as are required in surveying work, the degree is sub-divided into minutes and seconds, as shown in the following table. ANGULAR MEASURE 60 seconds (sees.) = i minute (min.) 60 minutes = I degree ( or deg.) 360 degrees = i revolution (rev.) The minute is indicated by a single tick, and the second by two ticks. Thus, 35 15' 28^would be read as 35 degrees, 15 minutes, 28 seconds. The minute and second are far too small to be shown in a picture , and their use in instruments is only possible by means of special apparatus. Another system of angle measurement adopts as its unit the Radian (= 57-3), but this will not be dealt with here. The Protractor. To measure and set out angles in degrees a portable divided circle is used, known as a protractor. It may be either semi- 45-0 70 Fig. 33. Measurement of Angles. circular (the most common form), circular or rectangular, and may be of celluloid, brass, wood, or ivory. Z, Fig. 33, shows a semi- circular one ; other forms are shown in instrument-makers' catalogues. They are usually marked in both directions of reading, i. e. t left and 264 ARITHMETIC FOR ENGINEERS right handed, so as to be equally useful either way. A convenient size is 6" diam. ; below this, reading is limited to an accuracy of about i. In measuring angles the bottom line AB opposite o and 180 is placed carefully along one line of the angle, so that the central mark C is at the point of the angle. Then the angle is read off on the scale, taking care to read in the correct direction, since the divisions are marked for both directions. Thus, the protractor in Fig. 33 is shown reading an angle of 63. Full degrees are obtained exactly from direct markings; parts of a degree may be estimated by eye, although half-degrees are sometimes indicated. In setting out an angle, the instrument is placed as for reading, and then the required angle is marked by a fine dot or tick at the proper figure on the scale. Removing the protractor this tick is joined to the point at which C was placed. Important Angles. Besides the right angle there are certain angles of frequent occurrence which deserve special mention. The angle of 45 or half a right angle, shown in Fig. 34, appears on the 45 set-square, i. e. t the one with two equal sides. Fig. 34. Important Angles. The angle of 30, i. e., J of a right angle, and the angle of 60, i. e., f of a right angle, appear on the 30 - 60 set-square, and are also shown in Fig. 34. In any triangle the sum of the three angles is always 180. Thus if two of the angles are known and their sum is subtracted from 180, the third angle is found. Addition and Subtraction of Angles are carried out in columns, in much the same manner that money is dealt with. These operations appear very considerably in surveying work where the measurement of angles is very important. Example 280. The angles of a four-sided paddock were measured, with the results given below. If the work has been exact then the sum of the angles should be 360. Find this total, and the error of measurement, if any. MENSURATION 265 Station (or corner). Measured Angle. A 33 4*' B in 51' C 49 "' D 164 12' 360 oo 358 57 Error = Total = 358 57' Note. The sum of the minutes column is 117 = i-57'. Carry i to degree column. Difference between total and 360 gives error. Remember that a i has been borrowed from the 360 when taking the 57' away. Example 281. In a traverse survey, with a theodolite, of a five- sided figure, the angles in the following table were obtained. Find the total, which should be 1260 exactly. Find the error if any. Station (or corner). Angle. A 277 15' 00* B 215 8' 20" C 229 29" 20" D 246 II' 40* E 291 52' 40" Total Error 1260 57' oo" Note. Top line to be oo oo subtracted from bottom. 3' oo" too small. Reduction of Angles. It is sometimes easier when calculat- ing, to use angles in degrees and decimals of a degree, rather than degrees, minutes, etc. Hence it is necessary to convert from one style to the other. Example 282. Convert 39*38 into degrees, minutes, and seconds. The degrees remain : decimal to be converted. 38 X 60 = 22-8' 8' x 60 = 48" .'. Angle = 39 22' 48" Example 283. Reduce the angle 73 19' 12" to degrees and decimals. 12 I 12* = ^- mins. = = *2' 60 5 /. 19' 12" .-= 19-2' Angle 32 degs. 73-32 2b6 ARITHMETIC FOR ENGINEERS Exercises 69. Addition, Subtraction, and Reduction of Angles. 1. The angles -measured in a traverse sur- vey are given in the table. Find the total of these measured angles. This should be exactly 540; any difference is an error. Find the error if any. Station. Angle. A B C D E 115 12' H9 3' 110 o' 121 n' 74 54' 2. A series of measured angles have been adjusted to account for slight errors in reading, etc. These angles are : 277 15' 36"; 215 8' 56"; 229 29' 56"; 246 12' 16" and 291 53' 16". The total should be exactly 1260. Try if this is so. 3. The three angles of a triangle should total up to 1 80. In a certain triangle two angles, when measured, were found to be 35 14' and 98 47'. Find the third angle. Convert the following angles into degrees, minutes and seconds : 4. 19-35. 5. 17-28. 6. 75'06. 7. 0785. Convert the following angles into degrees and decimals of a degree : 8. 25 15'. 9. 30 18' 50". 10. 65 22' 30". 11. n 5' 50". 12. 49 13' 49"- The Right-angled Triangle. In any right-angled triangle we have the following very important relation : Square of Hypotenuse = Sum of the Squares of the other two sides ; or in symbols, if I = hypotenuse (a word used for the side opposite the right angle, in a right-angled triangle, i. e., the longest side), and h and b the other two sides, then I 2 = h 2 -f b 2 Thus, if the two sides of a triangle enclosing a right angle be made 3" and 4" long, then on measurement the other side will be found to be 5" long exactly. Thus, 3 2 + 42 = 9 + 16 = 25 = 5 2 This particular triangle is shown in Fig. 35, where the squares on each side are drawn in detail. It can be seen that the number of square inches in the big square is equal to the number in the other two squares. The student should draw several right-angled triangles at random and measure the sides of each; square all the values obtained for each triangle and add together the two smaller figures, which will be found to equal the third and largest square. From the above formula we obtain by simple transposing h 2 = I 2 b 2 and b 2 = I 2 h 2 . Hence, when dealing with right- angled triangles : if the length of two of the sides be known, the length of the third can always be calculated. MENSURATION 267 The fact that a right-angled triangle with shorter sides of 3" and 4" has a long side of 5" is useful for setting out a right angle by measurement only. A triangle is drawn with sides 3, 4, and 5 long (in inches, feet, etc., or in chains for surveying work) thus producing a right angle between the 3 and 4 sides. Fig. 35- I^'- T -1 2 F End View Fig. 36. Example 284. The length of a governor arm is 10". If the radius is 7-5", what is the height ? See Fig. 37. Let / = length of arm, h = height, and r radius. h* = I* - r* = io 2 - 7'5 2 = 100 - 56-25 = 4375 /. h = V~^375 = 6-61* Example 285. A triangular air duct for use in a cooling tower is made up as shown in Fig. 36, which also gives dimensions. What will be the width of plate necessary for each side ? The portion on either side of the centre line forms a right-angled triangle, short side i'; vertical side 2'. Then I 2 = i 2 -f 2 a = 5 /=V5~= 2-236' = 2 / -2| // , say Lap for riveting at top = i%" /. Plate must be 2 / -4f /r wide 268 ARITHMETIC FOR ENGINEERS Example 286. An open-coiled spring has an average diameter of 2j", and has 8 complete turns or coils in a length of 16*. What total length of wire is necessary to form the spring ? (See Fig. 38.) In this case, unlike that taken on p. 255, the length of one complete turn is appreciably more than the circumference of the coil, since the forward movement is so large. Fig. 38 shows that a screw thread or helix is merely a straight inclined line wrapped round a cylinder. Thus, at (a) is shown a sheet of paper with an inclined line drawn upon it, resting flat against a cylinder. At (b) the paper is partly wrapped round and at (c) it is completely = >85 Fig. 38. Open Coiled Helical Springs. wrapped round. The straight line now presents the appearance of a screw thread. If therefore we unfold one turn of a screw thread or helix we can find the length of the inclined or screw surface. In Fig. 38, the triangle PQR represents one turn of the centre line of our spring unwound. P is the starting point p, and Q is the finish of the complete turn as at q. Then QR is the distance advanced in one turn, i. e. t the " pitch," and PR is the distance round the cylinder from p to p again, i. e. t the circumference of the cylinder. Then PQR is a right-angled triangle and PQ, the actual length of the centre line, may be calculated. Circum. of cylinder = *d = IT x 2-5 = 7*85* Pitch = - Length No. of Coils 16 8 SB ZZ = 2" MENSURATION 269 Then, if / = length of one turn = PQ, 12 _. 7> 3 5 a 4- 2* = 61-6 + 4 = 65-6 /. / =s V65-6 = 8 i* =s length per single turn /. Length for 8 turns = 8-1x8 = 64-8" say, 65* or $'-5* Proportions of 45 and 60 30 Right-angled Triangles. With the aid of the foregoing relation we can examine certain useful proportions in the two right-angled triangles most often met with. The 45 Right-angled Triangle. See A, Fig. 39. Let the short side be I. i. e. t b = h = i (b = h is only true for a 45 right-angled triangle) Then / 2 - 6 2 + A 2 . e., if short side is i, hypotenuse is 1*414 or Hypotenuse = 1*414 x Short side. Fig. 39- From this we get Short side - Hypotenuse - -707 x Hypotenuse 1.414 If a square is divided into two parts by a diagonal each triangle is a 45 90 triangle. Hence the diagonal is 1*414 x side. The 60 30 Right-angled Triangle. See B, Fig. 39. In this case we cannot deduce the relations by use of the right- angled triangle only : some higher work is needed. But by proving certain proportions found by measurement they will be better remembered. If the student draws a 60 30 right-angled triangle carefully he will find on measurement that the shortest side is half the longest side (or hypotenuse). Thus if b = i, then / = 2 270 ARITHMETIC FOR ENGINEERS Then h* = I 2 - b* =4-1=3 /. / = \/3 = 1732 as may be verified by measurement. Thus if shortest side = i, longest side = 2, and other or inter- mediate side = 1732 ; or Longest side = 2 x shortest side Intermediate side = 1*732 x shortest side From the above we also obtain Shortest side = '5 x longest side Intermediate side = 1732 x shortest = 1732 x (-5 x longest) = -866 of longest side which again may be verified by measurement. Exercises 70. On Right-angled and 60 - 30 Triangles. (Letters refer to Fig. 40.) 1. A telegraph pole is strengthened by a wire rope stay as shown at A. Determine the length of the stay between the points of attach- ment. 2. A crane jib is to operate at a radius of 18 ft., when the top is 20 ft. above the bottom, as at B. What is the length of the jib ? Side Fig. 40. Exercises on Sides of Triangles. End View 3 to 5. A crane jib is 27'-6 / " long. At what radius does the head lie when the jib makes the following angles with the horizontal ? (See C.) 3. 60 4. 45. 5. 30. (i. e. t what are the distances A, B, and C.) ? 6. At D are given dimensions of a North light roof truss. Calculate the length of the two rafters AB and AC. 7. In the roof truss in Ex. 6, calculate the length of the strut AD, using the result of AB found in Ex. 6. MENSURATION 271 8. At E are given dimensions of the conical portion of a cooling tower shell. Calculate the total width of plate required for the inclined portion. 9. In connection with the flow of water in open channels of the iorm shown at M, Fig. 60, it is necessary to find the length of the inclined side AB. Find this length for the case shown. *10. A segmental arch has a span of 37 ft. and a radius of 22 ft. as shown at F. Calculate the " rise," i.e. the height AB. (Hint. First find the distance BO, and subtract from the radius.) 11. In connection with alternating electric currents, we have the right-angled triangle shown at G. If resistance = -5 ohm and re- actance = *oi, calculate the value of the impedance. 12. Referring to G, if impedance = -83, and resistance = '47, find the reactance. 13. Bright hexagon-head screws are to be cut from round stock as indicated at H, and are required to be 1-3" across the flats of the head. What must be the least diameter of the round stock ? (Hint. The least size is that across the corners. The method is indicated by the small triangle.) 14. Calculate the length of piping required for the evaporating coil shown at J, if the average diameter is 21". 15. Find the length of hand-railing required for a spiral staircase, the diameter being 10 ft. and the pitch 9 ft. 6 ins., if there are 12 complete turns. 16. An open coiled helical spring (see Fig. 38) has an average dia- meter of 4^" and has 15 complete turns in a length of 2 '-6*. Find the length of wire necessary to form the spring. 17. A spiral shoot in a warehouse (similar to a spiral staircase) is made of steel plate edged on the outside with angle bar. The diameter is 6 ft. and the pitch 12 ft. Calculate the total length of angle bar required for n complete turns. Length of Arc of Circle. I. Given Radius and Angle. The length of the arc of a circle can be calculated exactly if its radius and the angle at its centre be known. If the ends of the arc are joined to the centre from which it was drawn a sector is formed. If the central angle is n then the sector is -y- of a complete circle. Since the whole cir- cumference of a circle is Zirr, the circumference of the sector is only -- of zirr. 360 Arc of Sector = -- x 2irr 2 x 3-14 nr .__ _ *-* ' v/ /liv __ ~p /\ fir ~iZ~r~~l^ 360 57*3 The length is in the same units as r. 272 ARITHMETIC FOR ENGINEERS Example 287. Fig. 41 shows an end view of a 5/5" corrugated sheet with dimensions (i. e. t it has 5 complete waves from A to B, each of 5" pitch). Find the width of flat sheet necessary to make this corrugated sheet. End View of Fig. 41. 5/5" Corrugated Sheet. Consider i half wave as shown at (a). It is a sector of a circle, radius 2 y and angle at centre Length of arc = rn 57-3 57*3 = 2 . 6 * 5 In all there are 1 1 of these half waves, 6 on top of, and 5 below the centre line, as may be seen from the figure. .'. width of sheet required = n x 2-65 = 2g'2* say, 2 '-5J* 2. Gi'v^n C/^or^ aw^ Height. In many cases the angle n is not known, the dimensions c (i. e., chord) and h (height) being given. The sector may be drawn and n and r measured, or the following approximate formula may be used, with an error of less than i%. T ^i_ f 8a c Length of arc = - where a = chord of half the arc == AC in Fig. 78, and c = chord of whole arc = AB. The value of a may be calculated from the right-angled triangle ACD. Thus a 2 = (|)* + h* and a - y -| + h. 3. Given Chord and Radius (i. e., c and r). Height h must be calculated from the right-angled triangle OAD (Fig. 78), where r 2 = (-Y+ OD 2 or OD = Jr 2 - - and h then = r - OD. Then proceed as in 2. MENSURATION 273 Exercises 71. On Arc of Sector. (Letters refer to Fig. 42.) 1. A curved channel-section bar in a vaulted roof is to be n'-6* radius and is to subtend an angle of 75, as shown at A. Find the length of bar required. 2. A pipe bend is required to be of 39" radius, and to subtend an angle of 55. What length is required from flange to flange ? Fig. 42. Exercises on Arc of Sector. 3. At B are given the arrangement and dimensions of a band- sawing machine. Calculate the length of the saw blade. 4. Calculate the length of the bent pipe shown at C. 5. At D are given dimensions of a bent copper pipe on a steam engine. Calculate its length from flange to flange. 6. Calculate the length of the curved pipe shown at E. AREA Measurement of Area. The area of any figure is the amount of surface it contains. It is made up of two measurements com- monly known as length and breadth (or width), and consequently -- 1 poof te" - Fig. 43- Fig. 44. Fig. 45. its units are derived from those in the ordinary table of length measure. The Unit of area or surface measure is the Square Foot, i. e., the area of a square whose side is I Foot. The smallest sub- multiple in use is the Square Inch, i. e. t the area of a square of i* T 274 ARITHMETIC FOR ENGINEERS side. Larger multiples include the square yard, the square pole, etc., as set out in the table on p. 4. The latter half of the table is only used in the measurement of land where very large areas have to be dealt with. The reason for the 144 in converting square inches to square feet is seen in Fig. 43. Here a square of i foot side is divided up into squares of i" side. Each side being 12" long, it is seen that the big square contains 12 rows of small squares, each row itself containing 12 small squares. .*. i sq. ft. = 12 x 12 = 144 sq. ins. It is also seen from this that the area of a square is found by " squar- ing " the side, or multiplying the length by the breadth. Also a square of i yard side has a side 3 ft. long, and therefore contains 3 x 3 = 9 sq. ft., i. e., i yd. = 3 ft. /. I sq. yd. = 3 2 = 9 sq. ft. Similarly i pole = 5| yds. .*. i sq. po. = 5j 2 = 30^ sq. yds. Area units = length units x length units = (length units) 2 or square units. The Surveyors' Measure was designed to enable areas to be easily calculated in acres. Since i chain == 22 yds., i sq. ch. = 22 2 = 484 sq. yds. .'. 10 sq. ch. = 4840 sq. yds. = 1 acre Now 1 acre = 4 roods = 4 x 40 sq. po. = 160 sq. po. = 160 x 3o sq. yds. = 4840 sq. yds. Reduction. The reduction from one unit to another used by the average engineer is practically confined to the use of the 144 and the 9. Thus, to convert square inches to square feet divide by 144, and to convert square feet to square inches multiply by 144, and similarly in conversion with the square yard. Conversion among the other units is necessary when any land measurement occurs, the method being exactly similar to that of length. Example 288. The survey of a plot of land gives the area as 115*2 square chains. Convert this into acres, etc. MENSURATION 275 10 square chains = i acre . 115*2 sq. ch. = 11-52 acres _ 4 2-08 rds. 3-20 sq. po. 3Q 6-00 | Of *2 ...... '05 6-05 sq. yds. _ 9 J45 sq. ft. Area = n ac. 2 rds. 3 sq. po. 6 sq. yds. 0*45 sq. ft* Example 289. A plot of building land measured with the 100 ft, chain gave an area of 82,728 sq. ft. State this in acres, etc. 9)82728 sq. ft. 4o)3Q.3 sq. po. 9192 sq. yds. 4) 7 rds. + 23 sq. po. 4 i~ac. + 3 rds. 121)36768(303 sq. po. 363 468 363 105 quarter sq. yds. over = 26J sq. yds. .'. Area = i ac. 3 rds. 23 sq. po. 26J sq. yds. Note. Instead of dividing by 30} as 30-25, the sq. yds. are multi- plied by 4, and then divided by 121, since 30! = - . By this means the decimal point is not introduced. The remainder being J sq. yds. is divided by 4 to bring to sq. yds. Areas of the Simple Figures. In calculating areas, dimensions must be in the same units, i. e., feet and feet, or inches and inches, etc. A length in feet must never be multiplied by a width, say, in inches. Square and Rectangle. Area = length x breadth Fig. 44 shows in detail the truth of the method. A rectangle is 276 ARITHMETIC FOR ENGINEERS 9* by 4* (i. e., g" long by 4* wide), and evidently there are four rows of little squares, each row containing 9 sq. ins. .*. in all there are 4 x 9 = 36 sq. ins. i. e., length x breadth. A square is merely a rectangle with equal sides. Example 290. In a certain two-stroke petrol motor the exhaust port is in the form of three rectangular holes each f * x J" as shown in Fig. 45. Determine the area of the port. Area of i rectangular hole = I X J = fV == '1875 sq. in. /. Area of 3 rectangular holes = 3 X '1875 = -5625 sq. in. .". Exhaust port area = -562 sq. in. Example 291. A steam port in an engine cylinder is 16" wide, and the area required through the port (which is rectangular) is '165 sq. ft. What must be the length of the port ? Area = Length X width Area Length = Width ' x M4 _ ... 16 - Z 4 /. Length of port = i \" (to the nearest -^*) Note. The area is given in sq. ft. and length in ins. For calculation both must be in the same units. Hence the 144 is introduced to convert sq. ft. to sq. ins. The result is in inches. Example 292. When calculating the discharge of water through channels it is necessary to find the " hydraulic mean depth " which is " area of cross section of channel ~ wetted perimeter." Find the Water Level z. ~i~- ~_ 1 _~ * - _ _ . fO . _ Cross SecVvov\ Fig. 46. Fig. 47- hydraulic mean depth for the channel shown in Fig. 46 when the water runs 3'-o" deep. Area of cross section = area of rectangle 5' X 3' = 15 sq. ft. Wetted perimeter is that portion of the channel perimeter touched by the water. MENSURATION 277 /. Wetted perimeter Hydraulic Mean Depth : 5 + 3 + 3 Area ft Wetted perimeter When dealing with areas we frequently meet with expressions such as " Ibs. per square inch/' " amperes per square inch/' etc. meaning the number of Ibs. (or amperes, etc.) on every i square inch of area. Thus if the total load (number of Ibs.) on a piston is 5000 Ibs. and the area is 100 sq. ins., the pressure is = 50 jbs. 100 on i sq. in., or " 50 Ibs. per sq. in/' Similarly if a conductor is carrying 1000 amperes per sq. in., and has an area of -25 sq. in. the total current is 1000 x '25 = 250 amperes. Example 293. A valve chest cover is 20" X nj" (inside dimen- sions) as shown in Fig. 47, and the steam pressure is 100 Ibs. per sq. in. What is the total force tending to blow the cover off ? If the cover is held down by 12 bolts what is the force on each bolt ? Area of rectangle under steam pressure == 20 x nj = 225 sq. ins. At 100 Ibs. on each sq. in., total force on cover = 225 x 100 = 22500 Ibs. Then force on each bolt = = 1875 Ibs. x- The areas of other figures can be obtained by dividing the surface up into squares, by two perpendicular sets of parallel lines The figure should be drawn either full size or to scale upon " squared paper " (see p. 349) where the perpendicular lines are already provided. The complete squares and fractions of squares enclosed by the outline of the figure are then counted up, and any piece which is less than half a square is neglected, whilst any piece more than half a square is counted as one. Thus, taking the quarter of Fig. 48. Area by " Counting Squares/' a circle shown in Fig. 48 (only a quarter need be set down), there can be counted 71 complete squares ; and around the outline there are 8 pieces greater than half a square 2 7 8 ARITHMETIC FOR ENGINEERS The area of the quadrant is then 79 sq. ins., and the total area of the circle 4 x 79 = 316 sq. ins. The pieces less than half a square (which are to be neglected) are; shown black in Fig. 48 ; while those pieces greater than half a square are shown shaded. The correct area as obtained by the formula on p. 287, is 314-2 sq. ins., so that the result obtained from " counting squares " is very close. Any figure may be treated in the foregoing manner, but the method is laborious, and areas can usually be found more readily by formulae or simpler graphical methods, as will be shown. Rhomboid. This figure may be regarded as a distorted rect- angle. In Fig. 49, at (a) we have a rectangle divided into a number of narrow horizontal strips. If the lowest strip be fixed, and each of the others shifted a small distance to the right of the one just below it, then the rectangle will appear as at (b), i. e., as a rhomboid. Fig. 49. Now the number and size of the strips have not been altered in any way, and therefore the area of the rhomboid must equal the area of the rectangle. If the thickness of the strips be made very small thsn the slant sides of the rhomboid will become practically straight lines. Then, Area of Rhomboid = Area of Rectangle = Base x Perpendicular Height and this statement is true for all parallelograms. It is very important that the perpen- dicular height be used when calculating this area, and not the length of the slant side. If the height is not actually given, the figure should be drawn out and the perpendicular height measured. Example 294. The steam port for the piston valve in a high-speed engine has 10 holes with dimensions as shown in Fig. 50. Fig. 50. Determine the total area through the port. Area of i hole = base X perpendicular height = -75* X 1-25" = -938 sq. ins. /. Area of 10 holes = 9-38 sq. ins. total port area, MENSURATION 279 Example 295. The steam port for a piston valve of a marine engine is to have an area of 97 sq. ins. There are 12 holes, a shown in Fig. 51. Calculate the height of the holes. Area per hole = -- = 8-083 sq. ins. _ Area _ 8-083 ~~~ Length ~~ 3-25 = 2-485, say 2^" Height Triangle. Consider any triangle, as ABC, Fig. 52. From two of the corners, say A and C, draw lines parallel to the other sides as AD and CD. Then the figure ABCD is a rhomboid and its area = Ih, where / = base and h = perpendicular height. It can be seen, and measurement will prove, that the added triangle ADC is exactly the same size and shape as the original one ABC. Hence the area of triangle ABC is half the area of the parallelogram ABCD. Fig. 52. .'. Area of triangle = \ area of parallelogram = J Ih = ^ Base x Perpendicular Height It does not matter which side of the triangle is called the base, provided that the corresponding perpendicular height is taken. Thus consider the triangle in Fig. 53 Fig. 53- Fig. 54- Base. Perpendicular Height. Area. BC =/ = AC = /! = AB = / 2 = 3'5 2I 3' 2 h =1-89 h t = 3-15 A 2 = 2-07 J(3'5 X 1-89) j(2-i x 3-15) J(3-2 x 2-07) = 3-307 = 3-307 = 3'307 Whence the area is the same in each case. 280 ARITHMETIC FOR ENGINEERS Should the perpendicular height not be given, then the triangle should be drawn out, and the height measured. In a right-angled triangle if either perpendicular side be taken as base, then the other perpendicular side is the perpendicular height. (An additional rule for area of triangles is given in the table at the end of these sections on Area.) Example 296. The area of the plot of ground shown in Fig. 54 is measured by dividing the shape into triangles, finding the areas of these and calculating approximately the surplus outside the triangles. If this surplus area is 18-6 square chains, find the total area of the plot. Triangle ABC. Area == J base X height = J X 16-7 X 7-4 = 61-75 sq. ch. Triangle ADC. Area = X 16-7 x 5-1 = 42-5 sq. ch. 61-75 Surplus area 18-6 Total area = 122-85 sq. ch. = 12-285 Example 297.- A cooling tower has two air ducts in the form of triangles as shown at a, Fig. 55. What is the total cross sectional area in square feet ? It is desired to replace them by a single* triangular duct with base and height equal, which shall have the same area as the two combined. What must be the size of the new duct ? -l"2 ; Mew Arra*". Fig. 55. Air Ducts for Cooling Tower. Area of i duct = J base x height = J X 2 X 2 = 2 Sq. ft. /. Total area of two = 4 sq. ft. Let / = base of new triangle ; then since base is to equal perpen- dicular height, base also = /. /. Area of new triangle = J base x height = j/ X / - i/ 2 /. V 2 = 4 /. I 2 - 8 /. / = V8~= 2-83' or 2'-io /r The new duct will then appear as at b, Fig. 55. MENSURATION 281 Trapezium. This may be divided up into two triangles by joining a pair of opposite corners with a straight line, measuring the bases and perpendicular heights of each, and then calculating the areas of the separate triangles, and finally adding the results together. Ex. 296, just dealt with, illustrates this. A briefer statement in symbols is as follows : Refer to Fig. 56. Take the diagonal /. Measure extreme height of figure perpendicular to this = h. Then, Area of Trapezium * This last applies to any quadrilateral, but h must always be taken perpen- dicularly to /. (The student should work the above taking diagonal L, Fig. 56.) Thus, given the diagonals of a square instead of the sides : Area = | diagonal x diagonal. Fig. 56. Area of Trapezium. Trapezoid. Consider the trapezoid ABCD in Fig. 57. Draw a line EF exactly half way between the two parallel lines. From points E and F draw lines perpendicular to the parallel lines as GH and KL. Continue the top line as shown dotted. Then it can be seen by both eye and measurement that the triangle AHE is Fig. 57- Fig. 58. exactly the same size and shape as triangle EGD. Similarly triangle FKC is the same size and shape as FLB and replaces it. Then the area of the rectangle HLKG is the same as the area of the trapezoid. But area of rectangle = length x height The length is the length EF, halfway between the top and bottom, which is thus the average between the top and bottom. 282 ARITHMETIC FOR ENGINEERS The average length = b -^ m + to P = i 2 2 Then, Area of Trapezoid = Average length x height fa + b\ . = (__)xA Example 298. Find the hydraulic mean depth (i. e. t area 4- wetted perimeter, see Ex. 292) for the channel shown in Fig. 58. Average width = I -~~ - 8 ft. /. Area = average width x height = 8 X 3 = 24 sq. ft. Length of slant sides of trapczoid may be measured after carefully drawing out the section, or may be calculated with the aid of the right- angled triangle relation, thus Slant side BC = \/2Hh~3* = Vi 3 = 3-61 ft. Then, wetted perimeter = base + 2 slant sides = 6 + 2 X 3-61 = 13-22 ft. /. Hydraulic mean depth = area wetted perimeter. -?*- - i-8 I5 13-22 Example 299. Fig. 59 gives dimensions of a positive conductor rail employed on an electrified railway. Find the area of the section in square inches, neglecting any small radii. Cross section is difference between large and small trapezoids. LARGE TRAPEZOID Mean width = ^-t-S* = 4-625 /. Area = mean width x height = 4-625 x 4*625 = 21 4 sq. ins. SMALL TRAPEZOID - 1 i Mean width = Fig. 59- ' Arca = 3*375 X 3-25 = 10-96 sq. ins. /. Net area of section = 21*4 10-96 E=- 10*44 sq. ins. MENSURATION 283 Exercises 72. On Areas of Triangles and Quadrilaterals. (Letters refer to Fig. 60.) 1. The grate of an American locomotive is 9'-6 // long and 6 '-3 J" wide. Determine the grate area in square feet. 2. The heating surface in a locomotive fire-box is as follows : Top, 5 '-4" long, 3 '-3" wide ; 2 sides each 5 '-6" long, 5 '-4" high ; 2 ends each 3 '-3* wide, 5 '-6" high. Calculate the total heating surface in square feet. 3. When calculating the strength of masonry dams it is necessary to know the total pressure of the water on the face for a length of i ft. The total pressure on such a rectangular area is 62-4 HA IDS., where H = depth to the centre of the rectangle and A = the area of the rectangle. Find the total pressure when the total depth of water is 21 ft. Fig. 60. Exercises on Areas of Triangles and Quadrilaterals. 4. A column base plate is 2'-3* square and rests on a York stone block. Allowing a pressure of 20 tons per sq. ft. on the block, what load can the column carry ? 5. In a test to determine the bearing pressure permissible on a certain soil a platform having 4 legs each 8" square was loaded with 31 cwts. Calculate the bearing pressure in Ibs. per sq. ft. 6. In an Edwards' air pump the inlet ports consist of 16 rect- angular holes each 4!" X 4t* Find the total port area. 7. At A is shown the cross section of the rim of a dynamo arma- ture. Calculate the net cross section (i. e. t the shaded area). 8. A rectangular screening plate 3 '-2" by 2 '-2* has ij" square holes as shown at B, there being 18 rows of holes and each row containing 12 holes. Determine the total area through the holes. What percent- age is this of the plate area ? 284 ARITHMETIC FOR ENGINEERS 9. In a tensile test on a piece of boiler plate the cross section of the specimen was if* x \". The breaking load was 25-8 tons. Calcu- late the breaking stress (i. e. load per sq. in.). 10. In a tensile test on a piece of mild steel plate the following results were obtained: original section 1-753" wide, -64" thick; final section 1-472" wide, '482" thick. Calculate the reduction in area, and express it as a percentage of the original area. 11. Calculate the area of the T-section shown at C, neglecting any radii at the corners. 12. At D is shown the cross section of a compound girder built of plates and channels. Find the net area of the cross section shown shaded. (Note. Do not include space occupied by rivets.) 13. When charging a certain make of lead accumulators, a current of 5 amperes per sq. ft. of positive pkite may be allowed. An accumu- lator has three positive plates each 9" x 7". Calculate the charging current in amperes. (Note. Each plate has two sides.) 14. The rafters in a roof truss are 28 ft. long and are spaced 12 ft. apart. If the wind pressure is 25 Ibs. per sq. ft., what is the total load upon the roof between a pair of rafters, due to the wind ? 15. An ammeter shunt for switchboard use has four manganin strips each 3* long and if" wide. Find the total amount of radiating surface. (Note. Each strip has two sides.) 16. If the strips in Ex. 15 above are -02" thick, calculate the total cross section (i. e., width x thickness). The resistance is ohms where s specific resistance, / = length of strips, and a = total area. Calculate the resistance if s -000043. 17. A parallel screen has 96 holes with dimensions as at E. Find the total area through the holes. 18. Find the area through the holes forming the inlet port of an Edwards' air pump, which has 12 holes as shown at F. 19. The steam ports in a pressure regulator on a turbine-driven centrifugal feed pump, are triangular, as shown at G. If there are 6 holes in all, find the total port area. 20. When designing girders to carry a wall over an opening we assume that the load on the girder consists only of the brickwork enclosed within an equilateral triangle as shown shaded at H. Calcu- late the area of the face of the wall supported by a i7'-6* span girder, and the total load (per half-brick thick), if i sq. ft. of brickwork (per half-brick thick) weighs 125 Ibs. 21. At J are given dimensions of the " keystone section bar," employed as third rail by the Underground Electric Railway. Calculate the area of the section, neglecting the radii. (Hint. Deduct the triangles from the rectangle.) 22. In connection with deflection of beams it is necessary to calcu- late the area of certain triangular diagrams. Find a statement for the area in the case shown at K. 23. Expanded steel of diamond mesh, as shown at L, is used in an oil separator. Calculate the total area through the holes in a sheet 6'-o" wide by 4 / -o" high, which contains 144 holes across and 32 holes vertically. 24. A flat screening plate has 20 diamond-shaped holes, the long diagonal being 2" and the short one f ". Find the total area through the holes. MENSURATION 285 25. Find the area enclosed (in square chains) between the straight lines on the plan of a plot of ground, given in Fig. 61. (Any dimen- sions required beyond those given on the picture are to be measured on the scale of chains shown.) i -5 o i a Scale of Chains Fig. 61. Area of Triangles. 26. A section of a supply channel is shown at M. Calculate the cross-sectional area. 27. The " hydraulic mean depth " = area of section -f- wetted perimeter (see Ex. 292). Calculate this for the channel shown at M. 28. The kathode in an electrolysis experiment is shown at N. It is immersed until the level of the liquid reaches the narrow shank. Determine the area in the liquid. Allowing a current of -09 amps, per sq. in., what total current may be applied ? 29. At O are given dimensions of the section of the third rail employed on the Central London Railway. Determine the area of the cross section, neglecting any rounding of corners. (Note. The section is a rectangle minus a trapezoid.) 30. The third rail section used on the Metropolitan District Railway is shown at P. Determine the area in square inches. (Note. For calculation divide the figure up as suggested by dotted lines ) 31. At Q is shown the section of the conductor rail on the L.C.C conduit tramway system. Calculate the cross-sectional area. (The mode of division is suggested.) 32. When calculating the volume of earth to be dealt with in constructing cuttings and embankments, sections occur such as in Fig. 62. In finding the area of these sections the sloping ground Fig. 62. line is replaced by a straight horizontal line, converting the section into a trapezoid of approximately the same area. Find in square feet the two adjusted areas (cross-hatched), shown dimensioned in Fig. 62. Hexagon. It is a property of the hexagon that the length of its side is the same as that of the radius of the circle through the 286 ARITHMETIC. FOR ENGINEERS points, so that a hexagon drawn in a circle of J" rad. has a J" side. If the opposite corners be joined by straight lines then all will pass through the centre of the outside circle as at O in Fig. 63. This will divide the hexagon into six equal triangles like OAB, which are equilateral, i. e., OA = AB = OB Then the area of the hexagon = 6 times area of triangle OAB. Let vS = side of hexagon then AC = J side = -5 S The triangle OAC has a right angle at C and a 60 angle at A. Fig. 63. Then referring to p. 270, the intermediate side CO also if/ = 1732 X short side - 1732 x -58 = -866 S Area of triangle = base x height = JS x -866 S = -433 S a /. Area of hexagon = 6 x -433 S 2 = 2-598 S* say, 2-6 S- 2 distance across the flats Area = '868 / 2 Octagon. Let S = side of octagon (see Fig. 64). AB = S and in an octagon = 45 .'. AC = 707 S (see p. 269) Side of outer square = S + 1-414 S = 2-414 S /. Area of outer square = 5-827S 2 Deduct for four corners as ABC = 2 squares of side 707 = 2 x 707 x 707 = i-oo S 2 Deducting gives 4-827 S* /. Area of octagon = 4*83 S 2 also if f distance across the flats Area = *829/ 2 Circle. The area of a circle may be examined by the aid of Fig. 65. At (a) a circle is divided up into 16 equal sectors by means of 8 diameters. These sectors are numbered from i to 16. If the MENSURATION 287 circle is cut along these diameters the sectors may be arranged as at (b), forming a parallelogram if the slight curvature at the ends of the sectors be neglected. The more sectors that the circle is divided into, the straighter will the top and bottom of this parallelo- gram become. It can be seen that the length of the parallelogram is only that occupied by sectors numbers I to 8 : i. e., half a circumference. Then, length of parallelogram = half circum. = ~*~ = irr Also height = length of sector = radius = Y Then, area of circle = area of the parallelogram = length x perpendicular height = Ti-r x r = Trr* or Area = IT X Square of Radius. Fig. 64. Fig. 65 Area of Circle. Another form which is often useful is in terms of the diameter, and may be obtained as above Half circum. of circle ird j j. d - and radius = - 2 2 A Tr TT, O /. Area = - - x - =-a 2 224 Taking TT = 3-142, *" - 7854 .'. Area of circle = -7854 d 2 . Note. 3-14 and 785 are sufficiently accurate for most practical work. This may also be obtained from the first form, by substituting for r the value . 2 TU 2 / d \* " Thus 7T,* = *-/- = 288 ARITHMETIC FOR ENGINEERS Example 300. A water-pipe is 14* diameter. What is its cross- sectional area ? Radius = 7" /. Area = irr 2 = TT x 7 2 = 3-14 X 49 = 154 s q- ins. Example 301. A 3/20 electric cable is composed of three wires each of No. 20, S.W.G. (i. e., -036" dia.) as shown in Fig. 66. Find the total area of the section and the current allowable at 1000 amperes per sq. in. Area of i strand = /. Total area of section At 1000 amps, per sq. in. Current allowable Fig. 66. = -7^5 x (-036)2* '7^5 X -001296 = -001017 sq. in. = 3 X -001017 = -003051 sq. in. 003051 X 1000 3-05 amps. [* If the student finds it of any assistance he can put a bracket round the quantity to be squared.] Example 302. A reinforced concrete beam is to have a total area of steel of 1-07 sq. ins. How many bars must be used if they are to be I" dia. ? Area of J* dia. circle = -785 X -8752 -785 X -766 = -601 sq. in. . -vr t , total area i -07 .. No. of bars = 7 r- = -,-*- = 1-78 area of i bar -60 1 ' We must, therefore, use 2 bars. Example 303. A set of expansion bends for a main steam-pipe is arranged as in Fig. 67. The combined areas of the small bends is slightly greater than the area of the main steam-pipe. This pipe is 15" dia., and there are three small bends each 9* dia. Determine by how much the total area of the bends is greater than that of the main pipe. Also express this as a percentage of the main steam-pipe area. MENSURATION Area of main steam-pipe Area of i bend .'. Total area of bends 289 785 x 15* = '785 X 225 = 176-6 sq. ins. = -785^ = -785 X 9 a = -785 X 81 = 63-6 = 3 X 63-6 = 190-8 Excess area of bends = 190-8 176-6 = 14-2 sq. ins. .'. As a percentage of the main steam-pipe area this 8% approx. 14-2 X IPO 176^6" Example 304. A cottered joint for pump rods is shown at a, Fig. 68, and an enlarged cross section through the cotter hole is given at 6, Cross sccVion of rod A Y\\Yd colrlrer hole-. Fig. 68. with dimensions. Determine the effective or net area (shown shaded) at this section. If the load on the rod is 7500 Ibs., what is the stress (i. e. t force per sq. in.) ? Area of ij" dia. circle = -785 x i*5 2 = -785 X 2-25 = 1-766 sq. ins. Deduct plain rectangular hole i y x $$" = -656 (neglect rounded ends) /. net area = I'lio sq. ins. ^ load 7500 .. /. Stress = = = 6750 Ibs. per sq. in. area i-n -LL 1 _ Determination of Diameter of Circle from Area. When the area of a circle is known the diameter can be obtained by solving an equation. Either the radius or the diameter may be obtained directly Thus area ,2 _ ?^ Taking V area 7T u 290 ARITHMETIC FOR ENGINEERS Hence to determine the radius of a circle, knowing its area, divide the area by *, and extract the square root of the result. Similarly 5* = area i. e. t 785^ = area -2-785 . '. rf 2 area = ^85 ,/ J /area Taking V Hence to obtain the diameter of a circle, when its area is known, divide the area by '785, and extract the square root of the result. Example 305. The area of a steam-pipe is to be 12-3 sq. ins. What will be its inside diameter ? j8$d 2 = 12-3 say, 4" dia. Example 306. The area of the low pressure cylinder of a com- pound condensing engine is to be 3 J times the area of the high-pressure cylinder, and is 30" dia. Find the diameter of the H.P. cylinder. Area of L.P. cylinder = *r 2 = 3-14 X 15* = 3-14 X 225 = 706 sq. ins. Area of L.P. cylinder = 3^ x area of H.P. A f TT T- Area of L.P. .'. Area of H.P. = - 3-25 sq. ins. j *;> * d ^^ ^/ ~ ~~^ ~~ *7o ^ say The above may be extended to three or four cylinders when the ratio of the area of each cylinder to the H.P. (or L.P.) is known. Example 307. In an expansion bend of the form shown in Fig. 67, the main steam-pipe is 18" dia. There are to be four bends, and their combined area is to be about 8% greater than the steam-pipe area. Determine the diameter of the bends. MENSURATION 291 Area of main steam-pipe = *r 2 = 3'H X Q 1 = 3-14 X 81 = 254 sq. ins. o Taking 8% of this = - X 254 = 20-32 sq. ins. i oo .*. Total area of bends = 254 -|- 20-3 = 274-3 sq. ins. There being four bends the area of each .% -785^* = 68-6 if d = dia. of branch say, 9f" dia. Example 308. The total force on a valve spindle is 8400 Ibs. and the stress in the spindle (i. e. t the force per sq. in. of area) is not to be more than 2500 Ibs. per sq. in. What must be the diameter of the spindle ? Area required in spindle = -4 = 3-36 sq. ins. 2^00 = 2-07* /. Spindle diameter = 2^* Exercises 73. On Areas of Circles, (Letters refer to Fig. 69.) 1. The outlet from the turbine wheel in a hydro-electric instal- lation is circular and 18 ft. dia. Determine the cross-sectional area. 2. Find the cross-sectional area of a wire the diameter of which is 109". 3. A tray in a contact feed water heater has three rows of holes f * dia., there being 56 in each row. Determine the total area through the holes. 4. At W, Fig. 31, is shown the arrangement of a split concentric electric cable. Determine the cross-sectional area in the central portion (which contains 18 wires, No. 16 S.W.G., i. e. t 064"' dia.) ; in the outer ring (which contains 34 wires, No. 19, S.W.G., i. e., -04" dia.) ; and the total area. 5. A concrete column is reinforced with 20 steel rods J* dia. Find the total area of steel. 6. A motor piston is 3^" dia. Find the total force upon it if the pressure is 300 Ibs. per sq. in. 7. Calculate the area through the boiler flue shown at A. ARITHMETIC FOR ENGINEERS 8. Calculate the area through the discharge flume for a water turbine, as shown at B. 9. A wire rope consists of six strands, each having 24 wires of No. 15, S.W.G. (-072" dia.). Calculate the total cross-sectional area of the rope. Assuming that every square inch requires a breaking load of 100 tons, what is the breaking load of this rope ? 10. A i\" eye-bolt is 942" dia. at the bottom of the screw thread (i. e. t at the weakest place). Find its cross-sectional area, and allowing a stress of 9000 Ibs. per sq. in., calculate the load it will carry, in tons. 11. A locomotive safety valve has two valves each 2%" dia., held down by a central spring as shown at C. Find the total force on the Spring when the steam is just blowing off at 140 Ibs. per sq. in. Fig. 69 Exercises on Areas of Circles and Hollow Circles. 12. A two-stage air compressor has a low-pressure cylinder lo" dia. and a high-pressure cylinder 6J" dia. Find the ratio of piston area of low pressure to high pressure. 13. At D is shown an armature slot with 4 round conductors 'i6* dia. Owing to waste space between wires and thickness of insulation, the slot is not completely filled with conductors. Find the " space factor," which is " area of conductors area of slot." 14. A steam-collecting pipe in a boiler is 7" dia., and is to be per- forated with rectangular slots 2* x J". How many such slots are required so that the total area through the holes is ij times the pipe area ? 15. A boiler manhole is 16* dia. and the vsteam pressure is 60 Ibs. per sq. in. The cover is held on by sixteen J"-bolts. Find the stress in the bolts (i. e. t the force per sq. in. of bolt area) if the diameter of a !"-bolt at the bottom of the thread is -733*. 16. A perforated screening plate is made with holes at ij" pitch as at E. Determine the area of perforation per square foot of plate. If the area of perforation is to be not more than two-fifths of the whole plate area, find if this rule is satisfied here. MENSURATION 293 17. The low-pressure exhaust port in a Willans' central valve engine is composed of six holes in a hollow tube, as shown dimensioned at F. Determine the total area through the port. 18. At G is shown the front of an ash-pit in a Lancashire boiler. In a boiler test it was necessary to know the area through the ash-pit. Find the required area. (Note. The area is very nearly a semicircle less a rectangle.) 19. H gives dimensions of the Field tube in a Niclausse boiler. Find the ratio of the outer area to the inner area (the two areas are indicated by shade lines). 20. It is calculated that a reinforced concrete beam requires a total area of steel of 1*56 sq. ins. If round rods y dia. are to be used, how many will be required ? (Take the nearest whole number.) DIAMETER FROM AREA. 21. An exhaust main is to take the exhaust steam from three engines. Two of the exhaust pipes are 5$" dia. and the third is 2%" dia. Calculate Ihe diameter of the exhaust main, the area of which is to equal the total area of the other three exhaust pipes. 22. A 64/38 flexible wire for electric work is made up of 64 strands of No. 38 gauge (i. e., -006" dia.). Find what diameter of solid wire is equivalent in cross-section to this flexible wire. 23. A copper conductor, No. 6/0, S.W.G. (-464' dia.) is to be re- placed by an aluminium conductor. If the area of the latter is to be 1-7 times the area of the former (being a worse conductor), what must be the diameter of the aluminium conductor ? 24. A hydraulic riveter is required to give a total force of 100 tons and the pressure water is supplied at 1500 Ibs. per sq. in. Find the area and the diameter of the ram. (Hint. Bring total force to Ibs.) 25. A Venturi meter in a pipe 30" dia. is to have a throat area one-eighth the pipe area. What will be the diameter of the throat ? 26. The exhaust pipe of a petrol motor is of the cross-section shown at J. The circular part is to be ij" radius and the whole area required is 2-4 sq. ins. What must be the depth of the rectangular piece ? (Hint. Area of half-circle subtracted from given area gives area of rectangular piece.) 27. In a hydraulic accumulator pump the piston is 4" dia. and the piston rod area is required to be one-half of the piston area. Calculate the diameter of the piston rod. 28. The Board of Trade Rule for safety valves is A = p where A = area of safety valve in sq. ins., G = total grate area in sq. ft., and p = working pressure -f 15 Ibs. A Lancashire boiler to work at 120 Ibs. per sq. in. has two grates each 6 ft. long and 2 / -6 // wide. Calculate the diameter of the safety valve. 29. In an expansion bend of the form shown in Fig. 67, the main steam-pipe is 12%" dia. The total area of the bends is to be 10% more than the steam-pipe area. Calculate the diameter of each branch if there are to be three branch pipes of equal area. 30. The areas of the cylinders in a triple expansion engine are in the ratios of i : 2-8 : 7*1. If the low-pressure cylinder diameter is 7'-4*, what will be the diameters of the high and intermediate pressure cylinders ? (Hint. Area of L. P. cylinder is 7-1 times H. P. area. Work as in Example 306. Also area of I. P. cylinder is 2-8 times H. P. area.) 294 ARITHMETIC FOR ENGINEERS Hollow Circle or Ring (also called an Annulus). The area of a ring, i. e. t the area enclosed between two circles, one inside the other (as in Fig. 70) is evidently the larger area minus the smaller. If the diameters are known, then by calculating each area separately, and subtracting, the value can be found. But it is usually more convenient to have a single formula _. for this area, thus Fig. 70. Area of large circle = ?rR 2 if R = rad. of large circle Area of small circle = Ti-r 2 ,, r = small Then Area of Ring = large circle small circle = TrR 2 - Trr* = ir(R 2 r 2 ) taking out the common factor IT. By using this form only one multiplication by ?r has to be made. A similar form can be obtained in terms of the diameters, thus Area of large circle = 785D 2 if D = dia. of large circle Area of small circle = 785^ d = small Then Area of Ring = 7850* - 785^ = *785(D 2 d 2 ) taking out the common factor 785. This may also be stated as 785(0 + d)(D d), as dealt with in Chap. III. The above also applies if the inside circle is not in the centic of the outside one (i. e., is eccentric) provided that it is completely inside. (See a, Fig. 70.) Example 309. A hollow shaft is 15* outside diameter and n" inside diameter. Find the area of its cross-section. Area = 785(02 - d*) = 785(152 - Hi) = 7 8 5( 22 5 - I21 ) = 785 X 104 = 81-6 sq. ins. Working on the radius form R = j'$" and r 5-5" Then area = 3-14(7-52 - 5-52) = 3-14(56-25 - 30*25) = 3-14 X 26 = 81-6 sq. ins. MENSURATION 295 Example 310. A thrust bearing in a 5-ton testing machine has 4 collars each 2" inside and 2J" outside diameter as in Fig. 71. Find the bearing pressure per sq. in. when the full load of 5 tons is on the machine. Area of i collar = 785(02 d 2 ) = 785(7-56 - 4) = 7 8 5 X 3-56 = 2795 sq. ins. /. Total area of 4 collars = 4 x 2795 = 11-18 sq. ins. i- iu 5 X 2240 /. Bearing pressure in Ibs. per sq. in. = J --- g -- = 1002 Ibs. per sq. in. Example 311. In a double-beat valve of a steam engine (Fig. 72) the upper valve is 7" dia. and the lower one 5^" dia. If the steam pres- sure between the discs is 120 Ibs. and the weight of the valve and its Fig. 71. Fig. 72. Section on CD Fig. 73- Practical Examples involving Area of Hollow Circle. fitting is 25 Ibs., what force must be exerted by a spring (not shown) which holds the valve down on its seat ? Note. The top disc being the larger, and pressure being inside, there is a force acting upwards trying to lift the valve. This is partly neutralized by the weight of the valve, etc., which acts downwards. 296 ARITHMETIC FOR ENGINEERS Effective area = area of upper valve minus area of lower = -785 X 7 2 - -785 X 5-5 2 = '785(7 2 ~ 5'5 2 ) = '7 8 5(49 ~ 30-25) = -785 x 18-75 = 14-7 sq. ins. Then upward force of steam 120 x 14*7 = 1764 Ibs. Then final upward force = force on spring steam force minus weight of valve = 1764 25 = 1739 Ibs. Example 312. Bolts subjected to heavy shocks are sometimes made with a hole drilled up the unscrewed portion as in Fig. 73, so that the area of the bolt at any section as AB is equal to the area at the bottom of the thread. A particular bolt in a connecting-rod end is 3i* dia., and the diameter at the bottom of the thread is 3*34". What must be the diameter of the central hole ? Area at bottom of screw thread = -785 X 3*34 a = -785 X 11-15 8-75 sq. ins. Then net area as at AB = -785(02 d 2 ) = -785(12-25 - d*) and this is to equal 8-75 sq. ins. /. .785(12-25 -*) =8-75 -.785 /. 12-25-* =^ Transpose .*. 12-25 11-15 = d* d* =1-1 Take V~~ /. d = Via = 1-05*, say, i^'dia. Note. This was the actual size of hole used in the particular bolt mentioned. The area of a hollow circle may also be obtained in anothei way which is sometimes preferable. Suppose we imagine the ring to be made of a long thin rectangle bent round into a circle, the length of the rectangle being the average circumference of the circle, and the width, of course, the width of the ring. Then area = length of rectangle X width Now length of rectangle = average circumference of ring = TT x average diameter and width of rectangle = width of ring = i difference of diameters MENSURATION 297 Then area = TT x average diameter x difference of diameters. If this be put into symbols and evaluated we obtain a proof of its accuracy. Average diameter = 2 Width = |(D - d) Area = TT x D + d x J(D - d) =^ (D* - *) J P- '53- The foregoing method by average diameter, etc., is somewhat easier when the ring is very thin, i. e., the inside and outside diameters are nearly equal. Then it is usually easier to find an average diameter, and multiply by the thickness, than to find the difference of the two squares. The method can only be applied to cases of concentric circles. Example 313. Find the cross-sectional area of the metal in the lap- welded wrought-iron pipe shown in Fig. 74. Inside diameter is 15*, and thickness is J". Then outside diameter is 15^, and average diameter = 15^". .'. Average circum. = v x 15 J and area = * x 15-25 x -25 = n-gSsq.ins. say, 12 sq. ins. As a comparison the student should work this Fig. example by the other method. Exercises 74. On Areas of Hollow Circles. (Letters refer to Fig. 69.) 1. A hollow shaft has an outside diameter of 6J* and an inside diameter of 3^. Find its cross-sectional area. 2. A hollow cast-iron column is 10" inside diameter and 12 out- side. Find the area of its cross-section, and the load it can carry at 3 -5 tons per sq. in. 3. In a bolt such as is shown in Fig. 73, the bolt diameter is 2j* and the diameter at the bottom of the thread is 2i8 / ". What size of hole is required ? 298 ARITHMETIC FOR ENGINEERS 4. A chimney stack is 8 ft. inside diameter. If the effect of friction, etc., be considered equivalent to the loss of a layer of air 2* thick round the inner surface, as shown by the plain area at K, calculate this area in square feet. (Hint. Use " average diameter " method.) 5. A wrought-steel riveted pipe is 16" internal diameter and is J* thick. Find its cross-sectional area. (Use " average diameter " method.) 6. Calculate the area of the section of a column shown at L. 7. At M is shown the plan view of the grid in a flexible disc valve. Calculate the area through the holes. (Hint. Deduct the area occupied by the bars from the area of the annulus.) 8. The plunger in a hydraulic press consists of a hollow rod moving over a screw as shown at N, the area producing the pressure being that of the annular area (the plain area in end view). If the area required is 2-75 sq. ins. and the inside diameter is 2*, what must be the outside diameter ? 9. The arrangement of a compound air compressor with differential pistons is shown at O. The low-pressure piston is the large piston at the top and the high-pressure piston is the annular area between the large and small pistons. Calculate the L. P. and H. P. piston areas and find the ratio of L. P. area to II. P. area. 10. In a hydro-electric plant the total weight of the turbine wheel, generator rotor, etc., is 550,000 Ibs., and is to be supported by oil pressure acting on an annular ring 6'-o" outside and 2 / -i /r inside diameters. What pressure of oil (Ibs. per sq. in.) is necessary ? Sector of Circle. Suppose a sector of a circle contains an angle of 60. Since a full circle contains 360, then the sector is --, i. e., J of a full circle. Hence its area is J that of the circle, t. ., far 2 . 2V Similarly for any other angle, say 27. Then this sector is -~ of a circle and its area is ~ x ?rf 2 . 360 Hence, if n be the angle of a sector in degrees, as in Fig. 75, Area of sector = t5DU Thus, when n == 90, i. e., the angle is a right angle, QO Area = --> - x ?ry 2 = far 2 , as is already known, since a sector of 90 angle, i. e., a quadrant, is a quarter of a circle. Splitting the formula into factors we get -^- x ^ ; the first 57'3 6-28 Jy factor length of arc (/), as on p. 271, whence area = , since ir cancels twice into 6*28. MENSURATION 299 Example 314. A rotary valve of a petrol engine has a port shaped as in Fig. 76, which also gives dimensions. Determine the area through the port, in sq. ins. Notice here that the port is a sector of a hollow circle. The same principle applies as laid out above. R = if* = 1-625 J ' = T| = '9375 Then area of complete ring = TT (1-625* *9375 2 ) .-. Area of Port = ^(1-625* - -9375 2 ) = g( 2 -6 4 - -8 7 9) ^ x * x _L7_6 ' 8 Fig. 76. Area of Fillet. The fillet or quarter-circle is very common in the corners of various shapes in engineering work, and it is occa- sionally necessary to find the area of the shaded portion shown in Fig. 77, when the radius is a _A _o big one. In most cases the rounding of corners, etc., may be neglected. Let r = radius of the fillet Then area of the square OABC = r 2 and area of quarter-circle = J x Ti-r 2 = 785^ /. Area of fillet = area of shaded portion = the square the quarter- circle = r 2 (i 785) taking out the coefficient r 2 -215r 2 (or approximately \r 2 ) Segment of a Circle. Referring to Fig. 78, it can be seen that the area of the segment ACB can be obtained by taking the area of the triangle OAB from the area of the sector OACB Then, if r = radius of arc ; C = length of chord h = height of segment ; n = angle at centre in degrees 300 ARITHMETIC FOR ENGINEERS Then, area of sector Height of triangle OAB = r - h Fig. 78. Area of Segment. /. Area of triangle OAB = (r h) ii. Taking (ii) from (i) gives area of segment. To use these formulae the segment must be drawn out to scale and any necessary dimensions not given must be measured off. Thus, if two of the quantities C, h and r are known, the segment can be drawn, and the remaining dimension and n measured. The area of a segment can be calculated directly by the use of higher work, but several approximate formulae can be used. Thus, given diameter (D) of complete circle, and height (h) of seg- ment, which are the two measurements usually known, Area of segment = ^/ ^ - -608 or given length of chord (C) and height of segment (h\ Area of segment ,^ 3 *- For segments greater than a semicircle find the area of the remaining portion or segment of the circle, and subtract this from the area of the whole circle. When the segment is a flat one, i. e., h is less than JC, then the o area is given approximately by the simple formula -Ch t the error being less than i%. The error increases as the segment becomes less flat, and is 4-5% when h = JC. MENSURATION 301 Example 315. In calculating the number of stays necessary for a boiler head, as in Fig. 78, which gives dimensions, it is required to find the area (shaded) which they will support. Find this area. The area is a segment of a circle D = 5 '-5* = 5-42'; h = 2'-2j" - 2-21'; /. A 2 = 4-88 Area of segment = -A 2 \/-v -608 -4 X 4*8 \/|;g- -608 t= i x 4-88VT-842 = 4 X 4*88 X 1-358 = 8-83 sq. ft. Ellipse. The area of an ellipse cannot be examined in as simple a manner as the area of a circle. The following formula is obtained by the use of higher mathematics : Area of Ellipse = trab where a = J major axis and b ~ \ minor axis (see p. 249, Fig. 25). This is very similar to the formula for the area of a circle. Thus, when an ellipse becomes a circle a = b = r . Then area, = irdb = Trrr = Trf*, the well-known formula. Example 316. The mud-hole door of a boiler is elliptical, and is 15* x n*. What is the total force acting on it when the steam pressure is 60 Ibs. per sq. in. ? a = J major axis = -~ = 7-5* , t .11 6 = 4 minor axis = = 5-5 Then, area = irab = * X 7-5 X 5-5 = 129-5 sq. ins. .*. Total force at 60 Ibs. per sq. in. = 60 x 129-5 = 7770 Ibs. Example 317. Fig. 79 shows the standard proportions of egg- shaped sewers for drainage. The lower portion is practically half an ellipse. Find an expression for the total area if k = the depth. 3 o2 ARITHMETIC FOR ENGINEERS Area of ellipse = trab .'. Area of half ellipse = ab a = \ major axis = -k ... , 2k k b | minor axis = J x - - = - .'. Area of half ellipse = ~ X - k X ~ ^ Area of half circle _ _/o$- 2 " 785 / 2 ^\* ~ 2 x vi ; 785 X 4& 2 *w \ * y^?^^L THAI/CIRC?! /^/^/ixx/^/X^VV/ v ^ '1 Here d = .*. Area of half circle > M. 1 . I Jf. J^ *e ^ftsfyor^dx/a .HALF ELLIPSE^ y|l, J |i? ^i^L- 2x9 = T'y/if;^ 2 T^i or nrt /. Total area = half circle + half ellip' e Exercises 75. On Areas of Sectors and Segments of Circles and Ellipses. (Letters refer to Fig. 80.) SECTOR OF A CIRCLE 1. Find the area in sq. ins. of a sector of a circle 6J" radius, if the angle is 55. 2. The sector of a circle has a radius of I'-if" and the arc sub- tends an angle of 215. Find the area of the sector in sq. ft. 3. Calculate the area of the port of a rotary valve shaped as in Fig. 76, if the large radius is i-^", the short radius }%*, and the angle 45. (Hint. This is a sector of a hollow circle.) 4. The throttle regulator in a petrol engine is shown at A. Neglect- ing the rounded corners, find the total area through the ports, in sq. ins. SEGMENT OF A CIRCLE 5 to 7. B shows the segment of a circle with necessary dimensions. 5. Calculate the area exactly by subtracting the triangle from the sector. MENSURATION 303 6. Calculate the area using the approximate formula - -608. Find the difference between this result and the true one (as found from No. 5), and express it as a percentage of the true area. A 3 2. 7. Calculate the area, using the approximate formula -~ -\ Ch, and find the percentage error, as in Ex. 6. 8. At C is given all necessary dimensions of a segment where /* is Q less than . Calculate the area exactly by subtracting the triangle from 4 the sector. 9. Calculate the area using the approximate formula -Ch. Find how much this differs from the true result of Ex. 8, and express this difference as a percentage of the true area. Fig. 80. Exercises on Areas of Segments, etc. 10. At D is shown a circular culvert running one-third full. Calculate the area occupied by the water in sq. ft. 11. Calculate the wetted perimeter, and find the hydraulic mean depth, which is Area -f- Wetted Perimeter, for the above case. (Hint. Obtain chord by drawing; or by a right-angled triangle with a vertical to the centre.) 12. Calculate (a) the area of the cross-section; (b) the wetted perimeter; and (c] the hydraulic mean depth (area ~ wetted peri- meter) for the circular channel in Ex. 10, above, when running two-thirds full (i. e., 3 ft. deep as at D). 13. A furnace Hue is shown at F. Calculate the area of the cross- section. 14. T$ie plan of a bridge pier is shown at G, and the pier consists of two segments. Find its cross-sectional area. 15. At H is given dimensions of the filling culvert to a dry dock. Calculate the area of the section. 16. Particulars of the steam inlet to an oil separator are given at E. Calculate the cross-sectional area enclosed between the two arcs at section BB. The inlet pipe being 6* dia., find how many times the area at BB is greater than the pipe area. 17. Repeat the calculation in Ex. 16 above, for section A A. 304 ARITHMETIC FOR ENGINEERS ELLIPSE 18. Find the area of an ellipse whose major axis is 14!" and minor axis ioj*. 19. In finding the capacity of an elliptic petrol tank for the back of a motor-car the area of the cross-section was required. Find this area if the two axes were i'-i" and 8J". 20. Find the cross-sectional area of an elliptical magnet core 18" X 9*. 21. Find the cross-sectional area of an elliptical funnel 13* X 10*. 22. The egg-shaped culvert used for drainage is very nearly a half ellipse in the lower two-thirds usually occupied by the water. Calculate the area of the water section in the culvert shown at J. 23. A manhole door in the low-pressure end of a turbine casing is elliptical, 16* x 12". What is the total force on the door in Ibs., if the net pressure of the atmosphere is 14-4 Ibs. per sq. in. ? [Further examples involving areas of ellipses will be found in Exercises 80 on " The Volumes of Various Prisms."] Area of Irregular Figures. The area of a figure with an irregular outline cannot be obtained by the simple application of a formula; but can be found by drawing and measurement on the actual figure. C a The fwo -figures have equal areas* Fig. 81. Area of Irregular Figure. At a, Fig. 81, is shown a figure with one irregular side BC; the sides AB and CD are parallel and at right angles to the side AD. The figure has been divided into four strips of equal width by the parallel lines EF, GH, and JK. Taking any one of these strips, say No. 3, it can be seen that the side HK, although strictly curved] is very near indeed to a straight line. Suppose we assume for the present that it is a straight line : then the figure GJKH is a trapezoid and area of GJKH = area of a trapezoid average height x width MENSURATION 305 where A 3 = the height at the centre of the width and / = length of figure. Assuming the side HK as straight, then the height at the centre is the average height. If h lt A 2 > ^3 and & 4 are the heights at the centres of the 4 strips, then the areas of the various strips are Strip No. i h 1 x - 4 * **;[ / 1 A, x - 4 A 4 x -, the width of all the 4 strips being -. Then the total area is very nearly i I , i I , , I , , I *i4+*4+*3- 4 +*44 . . , , /A, + ^7 + Ao + A A XT' J. j.1 r I T which = / x ( - 1 - - 2 8 - J - 4 j taking out the common factor /. Note that the bracketed factor is the average of the four central heights. At b, Fig. 8 1, is shown a rectangle of the same length as the given figure, with height equal to this calculated average height. The area of the given irregular figure is, then, the area of this rectangle. Now if the length is divided into a larger number of strips, i. e. t the width of each strip is made less, then the curved side of each strip is practically a straight line, and its area for all practical purposes is given exactly by " width x central height " : therefore the area of the whole figure is given by length x average of these central heights. The heights of a curve aie usually called " ordinates," and thus these heights at the centre of strips have been called " mid- ordinates " and the foregoing method of finding irregular areas is called the Mid-Ordiuate Method. This method may be summed up in the following rule : Divide the figure up into a number of narrow strips and measure the height at the centre of each strip. Find the average of these heights, and multiply by the length of the figure, measured perpendicularly to the heights. The number of strips into which the figure should be divided depends upon the state of the curve; when fairly stiaight a few would suffice and when very irregular many should be used. For x 306 ARITHMETIC FOR ENGINEERS general purposes 10 strips is a very convenient number to adopt, as the average is then very easily obtained from the total by merely shifting the decimal point. Using the mid-ordinate method, areas can be measured with an accuracy of within I %. Method of Dividing-up. Where the length is an even amount, as 6" or 8", and the number of strips is 10 or 20 or some round number, then the widths of the strips can be set off with an ordinary rule divided into tenths. But with uneven lengths a mechanical method of dividing-up is necessary, and that shown in Fig. 82 is both rapid and successful. The two end lines of the figure are produced for some distance. If 10 strips be required, a rule is laid diagonally across the figure and adjusted so that the two end lines \ 6 \ \ 1 N V 1 V j x i I^T^-v*^ 1 1 1 ! I4l 1 ! m ! A^^of^X^jij fguire vvKew cliNftded op. \! ! j TV\e "wid-ord inches" ort * >v. shewn as ^yll \iv<.s, Fig. 82. Method of Dividing for Mid-Ordinate Rule. just enclose a distance easily divisible by 10 : in this case 5", i. e. t 10 half inches. Then a line is drawn along the edges of the rule, and the 10 spaces marked off together with the centre of each space. Removing the rule, lines are drawn through these centre points parallel to the end lines as indicated at b, Fig. 82. The drawing and setting off should be done very carefully with a finely pointed pencil. It is not really necessary to show the actual strips, as only the centre or mid-ordmates are required to be measured. In many cases, the figure has no parallel end lines, and perhaps no straight base line, being completely irregular. In such cases two parallel lines are drawn one at each extreme of the figure as shown in the following examples ; the " length " is then the per- pendicular distance between these lines, and the mid-ordinates are drawn parallel to these end lines. MENSURATION 307 Example 318. In order to find the volume of material held in an elevator bucket it is necessary to find the area of its end (shown in Fig. 83). Find this area in sq. ins, Diagram is abouf JrFull Sije. Fig. 83. Use of Mid-Ordinate Rule. The top has been taken as the base or length, and 10 mid-ordinates set up perpendicular to this by the method described. The measured lengths are shown. Sum = 47-4 /. Mean height = 4-74 Area = Mean height X length = 4-74 X 12-5 = 59-25 sq. ins. Example 319. In calculating the volume of water impounded in a reservoir it was necessary to find the area of a number of irregular Scale of Chains. jo eo 30 -40 Fig. 84 Atmospheric Line. Fig. 85. Use of Mid-Ordinate Rule. figures. Find the area in square chains and acres of one of these shown in Fig. 84. (Measurements to be made on the scale attached.) The figure has no straight side, so that any over-all dimension may 3 o8 ARITHMETIC FOR ENGINEERS be taken as the length. Two parallel lines have been drawn touching the extreme ends, and on measurement they are found to be 68 chains apart. Ten mid-ordinates have been drawn, and their lengths are shown on the figure. Then sum of 10 mid-ordinates = 295-3 .'. Mean height 29-53 chains Area = length X mean height = 68 x 29-53 = 2008 sq. chains or 200-8 acres. Example 320. Fig. 85 shows an indicator diagram from a non- condensing steam engine. Find the average height. If i" of height represents 24 Ibs. per sq. in., find the average, or mean effective pres- sure. (Note. Only the outline and the atmospheric line appear on the diagram as given.) In this case there is no straight base, but the "atmospheric" line must be the length as pressures are measured vertically. Two lines are set up perpendicular to the atmospheric line and touching the extreme ends of the figure. Ten mid-ordinates are drawn and measured with the results shown, and the average obtained. Average or mean ordinate = -718" i* of ordinate represents 24 Ibs. per sq. in. .*. Mean pressure = 24 x -718 = 17*2 Ibs. per sq. in. Note. When dealing with the indicator diagram it is usually only the mean height that is required and not the area. Exercises 76. On Area of Irregular Figures. [Note. In many cases the figures to the following exercises are shown much smaller than they would be drawn in practice; all draw- ing and measurement should therefore be done with the utmost care. For ease of working the student is advised to make a careful tracing with a fine pencil of the figures and to work on the tracing. Where drawings arc not full size a scale of inches, etc., is given and all measure- ments should be made on this scale.] 1. Fig. 86 shows at A the cross-section of a six-pole dynamo magnet frame. Find the area of the section. 2. C, Fig. 86, shows the cross-section of an aqueduct for water supply. Find the area below the water level in sq. ft. 3. The water line section (half only) of a reinforced concrete barge is given at A, Fig. 87. Find the area of the whole section in sq. ft. 4. Find the cross-sectional area of the magnet frame shown at B, Fig. 86. MENSURATION 309 Scale of Inches for A a*d B Fig. 86. Exercises on Area of Irregular Figures. ARITHMETIC FOR ENGINEERS 5. Fig. 86 at F shows the development of one blade of a screw propeller. Find its area in sq. ft. 6. The curve at D, Fig. 86, was obtained from the tensile test of a steel bar. The area beneath the curve is the work done in breaking the bar, in inch tons. Find the work done. (Hint. Measure vertical distances on scale of tons. Then " height in tons X length in ins." gives work in inch tons.) 7. B, Fig. 87, shows a " contour " line obtained when surveying in connection with a proposed reservoir. Find the enclosed area in square chains. 8. Find the cross-sectional area of the cast-iron beam section, half of which is shown at E, Fig. 86. (Hint. The quickest method is to 101234 fe 6 10 12 ERffiffiiffi Scale o{ Peer 4-0 50 zE Scale of c.hcun-5 Fig. 87. Area of Irregular Figures. I MILE calculate as a rectangle the area of the half web from top to bottom, as shown by dotted lines. Then only the projecting portions of the flanges need be averaged. The bottom flange projections are best done by vertical mid-ordinates, and those of the top flange by horizontal ordinates. Multiplying by 2 will give the area of the whole beam.) Questions 9 to 12 give examples of indicator diagrams. In each case the average height and the mean effective pressure are to be found. 9. A, Fig. 88. Diagram from the H.P. air cylinder of a two-stage air compressor, i* = 50 Ibs. per sq. in. MENSURATION 311 10. B, Fig. 88. Full load diagram from scavenging pump of a two-cycle Marine Diesel Engine, i" = 10 Ibs. per sq. in. 11. C, Fig. 88. Gas Engine Diagram, i" = 243 Ibs. per sq. in. 12. D, Fig. 88. Diagram from four-cycle Diesel Engine, i" = 300 Ibs. per sq. in. Aj .Diagram from HP Cylinder* of Compound Air* Compressor* Une Fig. 88. Indicator Diagrams. TABLE. For convenience of reference, all the formulae, etc., relating to areas and circumferences, mentioned in the previous pages, have been collected into the following table : 312 ARITHMETIC FOR ENGINEERS TABLE OF AREAS AND CIRCUMFERENCES OF PLANE FIGURES. Title Figure. Circumference or Perimeter. Rectangle Square Rhomboid . Triangle . . Equilateral triangle . Hexagon . Octagon . Trapezoid Irregular quadrilate- ral or tra- pezium . . Circle . . . b) Ib Ih s= perimeter ah 2 6s or 3'46/ 8s or 3'3 2 / Vs(s- a )(s-b)(s-c) 4335* 2-65* or -866/* 4-835* or 829/2 Sum of all four sides. ltd or 2irr Divide into two tri- angles by either diagonal. Find area of each tri- angle and add. _ Ih Or area = -- MENSURATION 3 ! 3 TABLE OF AREAS AND CIRCUMFERENCES OF PLANE FIGURES (continued). Title. Figure. Circumference or Perimeter. Area. Hollow circle (annul us) . Hollow circle (eccentric) Sector of circle . . Sector of hol- low circle . Fillet . . . Segment of circle . . Ellipse . . Irregular figures . . i rn - ' 5T3 ir(a + b) approx or ?r{i-5(a + 6) - more nearly Step round curved por- tions in small steps, with dividers ; add in any straight pieces. ^(D-P)= s - 7 854(D*~d) or ,r(R - r z ) or TT x mean dia. x thick- ness 7854 (!>-<*) or 7r(R 2 -f 2 ) ir)7' a lv l6o" Or T 7M7(R*-r J ) _.., 360 2i5f 2 or approx. \v* '^N \ c X^ Area sector triangle Various approx. for- mulae on p. 300. - Vab} rrab Divide into narrow strips ; measure their mid-ordinates. Then Area = aver, mid-ordi- nate x length / ' v ff TfV L^13 1, -j CHAPTER VIII MENSURATION- continued VOLUMES AND SURFACE AREAS Volume is the amount of space occupied by a body, or is its bulkiness, and includes measurement in three main directions, usually known as length, breadth, and depth or thickness. The unit of volume is the cubic foot (cu. ft.), which is the volume of a solid body, with six faces, each face being a square of i ft. side, as shown in Fig. 89. This solid is called a cube. Fig. 89. The Cube. Fig. 90. Eolation between the Cubic Inch and Cubic Foot. For smaller measurements the cubic inch (cu. in.) is used, which is the volume of a cube of i" side. The relation between the cubic inch and the cubic foot may be obtained by reference to Fig. 90. Here the big cube represents a cube of i ft. side, and is therefore a cubic foot. Since i ft. = 12 ins. then the cube may be sawn into 12 slabs, each i" thick, by cutting along the dotted lines. The cube, when sliced, is shown in Fig. 90, the slabs being slightly separated from one another. Now each slab is i in. thick and i ft. side, i. ., 12 ins. each side, and may therefore be divided up 3M MENSURATION 315 into a number of little cubes each i in. side as indicated on the foremost slab. Evidently the first slab contains 12 x 12 == 144 cubes of I in. side, i. e., 144 cu. ins. There being 12 slabs in all each of which may be divided like the first one, the whole cubic foot is obviously 144 x 12 cu. ins., i. e., 1728 cu. ins. Then i cu. ft. == 12 x 12 X 12 cu. ins. = 1728 cu. ins. Similarly for the cubic yard I yard = 3 feet .'. i cubic yard =3x3x3= 27 cubic feet These three units are the only ones of their type employed, and our table of volume measure is then Smallest unit = i cubic inch (cu. in.) 1728 cubic inches = i cubic foot (cu. ft.) 27 cubic feet = i cubic yard (cu. yd.) The only conversions which are required may be summed up in the following : Cubic inches = cubic feet x 1728 Cubic feet = cubic inches -f- 1728 Cubic feet = cubic yards x 27 Cubic yards = cubic feet -f- 27 There is another unit often employed when dealing with the capacities of various vessels, etc., and which relates to the weight of water. This is the gallon (volume of 10 Ibs. of water).* * i gallon (gall.) = 277-4 cubic inches = '1605 cubic feet or 6*24 gallons = i cubic foot * Occasionally when dealing with the storage of grain, etc., the following are required : 8 gallons = i bushel 8 bushels = i quarter. The weight of an article depends on its volume, and it is very often necessary to find the weight, knowing the volume and the weight per cubic foot or per cubic inch of the material of which it is made. This merely requires a simple multiplication. * This is when measured at 62 F; the weight of a cubic foot of water depends upon the temperature, and becomes less as the tempera- ture rises. The greatest weight is 62-425 Ibs., at 39 F. 316 ARITHMETIC FOR ENGINEERS Conversion. The amount of conversion and reduction wanted is very small. The following examples should suffice : Example 321. The volume of an engine cylinder is 1830 cu. ins. Convert this into cubic feet. Volume of cylinder = 1830 cu. ins. = ~ 8 -^cu. ft. = i-o6cu. ft. 1720 ___. Example 322. A pipe is discharging -28 cu. ft. of water per second. Find the discharge in gallons per minute. 28 cu. ft. per sec. = -28 x 6-24 galls, per sec. = '28 X 6-24 X 60 galls, per min. = 105 galls, per min. Example 323. A pump is rated at 4800 gallons per hour. How many cubic feet of water can it discharge per second ? 6-24 galls. = i cu. ft. /. 4800 galls, per hr. = \ - cu. ft. per hr. 0*24 4800 ,. _. 3 _-. cu. ft. per sec. 6-24 X 3600 r = '214 cu. ft. per sec. Exercises 77. On Volume Conversion. 1. The volume of a steam engine cylinder is 12-56 cu. ft. The clearance volume is 8% of this. Find the clearance vojume in cubic inches. 2. A storage tank is to hold 5000 gallons of water. What must be its volume in cubic feet ? 3. A pump for an experimental hydraulic plant is required to deliver 1*5 cu. ft. of water per second. What must it deliver in gallons per hour ? 4. A feed pump delivers 160 cu. ins. of water per stroke, and makes 25 strokes per minute. How many gallons of water does it deliver per minute ? 5. A " Navvy " or steam shovel had an average output of 63 cu. yds. per hour. What is this in cubic feet per minute ? 6. If a casting has a volume of 3250 cu. ins. and i cu. ft. of the metal of which it is cast weighs 390 Ibs., find the weight of the casting. Volumes of Regular Solids. Prisms. The great majority of solid bodies met with in engi- neering work are either regular solids, or are made up of a number of regular solids. A " regular solid " is one which has some definite MENSURATION 317 geometrical shape. There are two main classes : " Prisms " and " Pyramids.' 1 A prism is a solid with two parallel ends, both of the same shape and size, joined by a number of sides which are plane rectangles. The ends are generally perpendicular to the sides. The shape of the end may be that of any of the regular geometrical figures, e. g., square, hexagonal, circular, etc., and the prism is named according to the shape of the end. Thus Fig. 92 shows a rectangular prism. The " circular prism " is given the special name of cylinder. A square prism in which the length of the side is the same as the side of the square end is called a cube ; every face is then a square, so that any pair of opposite faces may be called the ends. A rectangular prism, i. e., one whose ends are rectangles, is sometimes known as a cuboid. Any prism may be regarded as the volume swept out by a plane figure when moved perpendicularly to its plane. Thus in r^c, *, Fig. 91. Fig. 92. Volume of Rectangular Prism or Cuboid. Fig. 91, the square ABCD is moved in the direction of the arrow to the position marked A 1 B 1 C 1 D 1 and in doing so sweeps out a square prism. Volume of a Rectangular Prism. Fig. 92 shows a cuboid whose end is 2" X 3", and whose length is 5". Now let the solid be cut into five pieces each i" long as indicated by the faint lines- Taking the end section, this may be cut up as indicated (Fig. 92) into a number of small cubes each of I* side; these small cubes are then cubic inches. Evidently in the end section there are 2x3=6 cu. ins. Now every other section is like this one and therefore contains 6 cu. ins. There being five sections in all, the total number of cu. ins. in the solid is 6 x 5 = 30. Thus the volume of the prism ARITHMETIC FOR ENGINEERS = 2 x 3 x 5 = 30 cu. ins. Supposing we call the 5* measurement the " length/' the 3" measurement the " breadth/ 1 and the 2* measurement the " thickness " : then evidently Volume of rectangular prism = length x breadth x depth All three dimensions must be in the same one unit, i. e., they must all be in inches, or all in feet, etc. If the measurements are given in various units, say one in feet and the others in inches, then all must be converted to some one unit, say feet or inches. Again, if some of the dimensions are in two or more units, e.g., length = 3'-2", then before any multiplying is carried out this dimension must be converted into inches (38") or feet (3-167'). See Ex. 326. Example 324. A rectangular tank for measuring purposes is 5 ft. long and 2 ft. broad. Find how many gallons of water it holds when the water is 4 ft. deep. See Fig. 93. (All measurements are in feet, and may therefore be multiplied up directly, giving the result in cubic feet.) Fig. 93- Fig. 94- Volume of water in tank = 5X2X4 = 40 cu. ft. i cu. ft. = 6-24 gallons /. Gallons in tank = 40 x 6-24 = 249-6, say, 250 gallons. Example 325. In some milling tests on cast iron, a block 8*' wide was milled with a cut '32* deep, the feed being 13^ per min. (See Fig. 94.) Determine the volume of metal removed per minute. In i min. the cutter will pass over a length of i3j". Then the metal removed is a rectangular prism 13^ X 8* x -32". .'. Volume removed == 13-25 x 8 x -32 s= 33*92 cu. ins. MENSURATION 319 Example 326. A concrete foundation for an engine is to be g'-6* long, 3 / -9 /r wide, and I'-G" deep. Find what volume of concrete wil) be required. (All measurements must be converted to some one unit : in this case feet will be the most suitable.) Length g'-6" = 9-5 ft. Breadth 3 '-g* = 375 ft. Depth i '-6" = 1-5 ft. .'. Volume required = 9-5 X 3-75 X 1-5 = 53-4 cu. ft. Exercises 78. On Volume of Rectangular Prisms. 1. What volume of concrete will be required for an engine foundation 15' long, 5 / -6 // wide, and 4 '-6" deep ? 2. A railway wagon is y'-o" wide, 4 '-6" deep, and i3'-o /r long. What weight of coal will it carry when just full, if i cu. ft. of coal weighs i cwt. ? ig- 95- Exercises on Volumes of Prisms. 3. A storage tank is 40 ft. long and 12 ft. wide. If the water be 8'-6" deep, how many gallons of water does the tank hold ? 4. A storage battery contains 60 cells each 12" X 15". How many gallons of acid will be required to fill the cells to a depth of 10"? 5. A hod used for lifting bricks by crane is shown at A, Fig. 95. Taking i cu. ft. of brick as weighing 112 Ibs., calculate the weight to be lifted. (Neglect weight of hod.) 6. Calculate the weight of a railway sleeper, 9 ft. long, 10* wide and 5" deep, if i cu. ft. of the wood weighs 52 Ibs. 7. A rectangular acid tank is 2'-o" long, i / -3 // wide, and i'-io* deep. Calculate the number of gallons of sulphuric acid it will hold when filled to within 2" of the top. 8. A steel ingot containing n cu. ft. of metal is rolled into a plate i* thick and 9 ft. wide. Find the approximate length of the plate. (Give the answer to the nearest foot.) 320 ARITHMETIC FOR ENGINEERS 9. The cross-sectional area of the Standard Bull-Head Rail used on British railways is 8-81 sq. ins. If i cu. ft. of the steel weighs 490 Ibs., calculate the " weight per yard " of the rail (i. e., the weight of a piece i yd. long). 10. A rectangular bin is required to have a volume of 150 cu. ft. The length is to be g ft., and the height is limited to 4 '-3*. What width must it be made ? 11. An overhead storage tank, 13 ft. square, is required to hold 5000 gallons of water. How deep must the water be ? 12. A small transformer core is shown at B, Fig. 95. In a test it was necessary to know the volume of metal in the core. Find this volume. 13. The cross-section of a reinforced concrete foot-bridge is shown at C, Fig. 95. The total length is 42 / -7 // . If i cu. ft. of concrete be taken as 120 Ibs., calculate the weight of the concrete. 14. A rectangular channel is required to discharge 10 cu. ft. of water per second. If the water travels 4 ft. in i sec., what must be the area of the cross-section of the channel ? If the channel be made 2 '-3* wide, how deep will the water run ? Volume of Other Prisms. When the shape of the end is other than rectangular we cannot take length x breadth x -depth to give volume. Notice that in the rectangle in Fig. 92, 3" x 2" = 6* = area of the end, i. e., breadth x thickness. So that we can also say volume = area of end x length. Now whatever the shape of the end, provided that it be one of the regular shapes, we can calculate its area. Hence we have for any prism Volume of prism = area of end x length The same units must be used throughout, as emphasised in the previous section. Taking some particular cases Hexagonal prism : Let s = side of hexagon, / = length Area of end = 2 -6s 2 /. Volume = 2'6s 2 / Cylinder : d = diameter, h = length, r = radius Area of end = - d 2 or nr 2 4 /. Volume = T d 2 /* or iri^h The remaining cases are given in the table at the end of the chapter, as they are all of the same nature. Example 327. A steam engine cylinder is 13^ dia. and the stroke is 1 6". Determine the " working volume " in cubic feet (i. e. t the volume swept out by the piston). MENSURATION 321 This is a case of a cylinder 13* dia. and 16* long. Area of end irr 2 and r = 6 y = IT X 6*5 2 = 133 sq. ins. = I33 sq. ft. 144 Length = 16" = i'-4* = 1-33 ft. .'. Volume = area of end X length = I3J.2LJL33 cu ft 144 = 1-23 cu. ft. Example 328. A boiler feed pump is 5* dia. and has an 8" stroke. Find the discharge in gallons per minute when making 30 strokes per minute. Area of cylinder = d 2 = -785 x s 2 = 19-6 sq. ins. 4 19-6 ,, = * sq. ft. 144 ^ Stroke 8" = - ft. = -667 ft. /. Volume per stroke = - x -667 = -0908 cu. ft. At 30 strokes per min., volume per min. -0908 X 30 cu. ft. per min. i cu. ft. 6*24 galls. /. Galls, per min. = -0908 x 30 X 6-24 = 17 galls, per miii. In many cases it is necessary to invert the operations when dealing with volume, i. e., knowing the volume and some other dimensions to find, say, the length of the prism. Since volume = area of end x length ., . .. volume then length = _ --= area of end j i j volume and also area of end = . - length With the particular case of the cuboid volume = length x breadth x depth . -r> -ui volume _, /. Breadth = f pr A , . , . Ltc. length x thickness Example 329. A tank is s'-o" long, and 3 '-6* wide. How deep will the water be when the tank contains 120 galls. ? Volume of water =120 galls. = g^j cu. ft. = 19-23 cu. ft. Then 19-23 = 5 X 3-5 X depth /. Depth = ~ 1 ^- = i-i ft. 322 ARITHMETIC FOR ENGINEERS Example 330. A cylindrical receiver for an air compressor is to have a capacity of 25 cu. ft. What diameter must it have if its length is 5'-o"? Volume = :. -785^ x 5 - 25 ^6-37 = 2 '5 2 ft. = 2 ft. 6J ins. Fig. 96. Fig. 97. Fig. 98. Example 331. In making bullets, lead wire is produced by squeez- ing molten lead from a cylindrical chamber through a hole in the top, as shown in Fig. 96. If the chamber is 4* dia. and 8" long, what length of J" dia. wire can be produced ? The 4" dia. cylinder, 8" long, is made into a long J* dia. cylinder, whose length is to be found. Volume of lead in chamber = d*h 4 = -785 x 4* X 8 = 100-5 cu - ms - Cross-sectional area of wire = -785 x -25* = -0491 sq. in. .', 100-5 = -0491 x length in inches .% Length = 2047" or 56-9 yds. Hollow Cylinders and Tubes. Take the hollow cylinder in Fig. 97, and let it be required to find the volume of the solid portion. Area of the end = 785 (D 2 - d 2 ) Then volume = area of end x height - -785 (D 2 - d z )h Alternatively, the volume of the solid " walls " of the tube is evi- dently the volume of the big cylinder of diameter D, less the volume of the small cylinder of diameter d. MENSURATION 323 Then volume of large cylinder = 7850% and volume of small cylinder = 785^ /. Volume of tube = 7850** - 785**** = -785h(D 8 - d 2 ) taking out the common factor 785/1 Example 332. Fig. 99 shows the sump or reservoir of a circular cooling tower. How many gallons of water does it hold when the water is 3 '-6" deep ? Oevafiorv Fig. 99- Volume of water = 785(02 - d*)h = 785(22* 7-25 2 ) x 3'5 cu. ft. (reducing all measurements to feet) = 7 8 5 X 431-4 X 3*5 = 1185 cu. ft. .*. Gallons of water = 1185 x 6-24 = 7396 Example 333. In making lead pipes by extrusion, what would be the least volume of metal required to produce 60 ft. of pipe y inside diameter and }$" outside diameter ? What weight of metal would be required if the lead weighed -41 Ib. per cu. in. ? This is the case of a very long hollow cylinder. Area of end = 785(02 d 2 ) = 785('68 7 5 a - -5') = 785 x -2228 = -1749 sq. in. Length = 60 ft. = 720 ins. /. Volume of metal = area of end x height = -1749 X 720 = 125-9 cu. ins. say, 126 cu. ins. /. Weight of metal at '41 Ib. per cu. in. = 126 x *4 J =51-66 Ibs. say, 52 Ibs. 324 ARITHMETIC FOR ENGINEERS Exercises 79. On Volumes of Cylinders. 1. A cylindrical gas-holder is 150 ft. dia. and 115 ft. high. How many cubic feet of gas does it contain ? 2. An oxygen cylinder is 5" dia. and 3'-o* long. It is filled with gas under pressure so that every cubic foot of the cylinder contains 1 20 cu. ft. of gas. How much oxygen does the cylinder hold ? 3. The H.P. cylinder of a compound Corliss engine is 15" dia. and has a 36" stroke. Calculate the " working volume " in cubic feet (i. e., the volume swept out by the piston). 4. A separator drain tank is i'~(>" dia. and 2 / -o* long. Calculate how many gallons of water it will hold, (i cu. ft. = 6-24 galls.) 5. The governor ball on a high speed engine is a cast-iron cylinder 3" dia. and 2 y thick. Calculate its weight if i cu. in. of cast iron weighs 26 Ib. 6. A three-throw force pump (i. e., one with three cylinders) has cylinders 14!" dia. and 24* stroke, and makes 100 r.p.m. Calculate the gallons of water it delivers in i min. (Hint. In i rev., pump delivers the volume of the 3 cylinders.) 7. The clearance volume in a gas-engine cylinder is 209 cu. ins. It is desired to reduce this volume to 165 cu. ins. by attaching a plate g dia. to the back of the piston. What thickness of plate is required ? 8. In a cement testing machine the load is applied by running water into a tall cylindrical tank. In a certain machine the greatest load required -962 cu. ft. of water to be in the tank. If the length of the tank is limited to 3'-9*, what must be its diameter ? 9. The cylinder of an air compressor is required to have a working volume of 5 cu. ft. If the diameter is to be 20", what must be the stroke ? 10. The cross-section of the discharge flume from a hydro-electric installation is given at E, Fig. 95. Calculate the cubic feet of water discharged per second if the water leaves at 4 ft. per sec. 11. Determine the volume of concrete (cubic feet) required to build the culvert whose section is given at F, Fig. 95, if it is 650 yds. long. 12. A condenser tube plate of rolled Muntz metal is 3 '-6* dia. and i Y thick. Calculate its weight if the metal weighs -31 Ibs. per cu. in. 13. Dimensions of a Lancashire boiler are given at G, Fig. 95. How many gallons of water will be required to fill the boiler for its hydraulic test ? (Hint. The water volume is the large cylinder less the two flue cylinders.) 14. A Diesel engine cylinder is 19^" dia. and has a 37* stroke. When at the top of its stroke the piston is 2^ away from the cylinder cover. The resulting space enclosed is the " clearance volume." Express this volume as a percentage of the " working volume " (i. e., the volume swept out by piston) and also as a percentage of the total volume. 15. In a test on a pump driven by producer gas the quantity of gas used was measured by noting the height fallen by the gas-holder top during the run. The holder was 20 ft. dia. and dropped 2 / -7j /r in the test. How many cubic feet of gas were used ? 16. H, Fig. 95, gives dimensions of a link for a crane chain. Calcu- late the weight in pounds of one link, if wrought iron weighs -28 Ib. per cu. in., and also the weight per fathom (i. e., number of Ibs. for 6 ft.). (Hint. When finding the number of links in the 6 ft., the length of MENSURATION 325 Work to the nearest complete one link is the inside dimension 2* link.) 17. A lead hammer head is shown at J, Fig. 95. If the metal weighs -41 Ib. per cu in., calculate the weight of the head. HOLLOW CYLINDERS 18. A hollow steel shaft has an outside diameter of 7* and an inside diameter of 3j*. Calculate the weight of a 12 ft. length if the steel weighs 491 Ibs. per cu. ft. 19. Calculate the weight per foot of a cast-iron pipe 9J* inside dia., and J" thick, if cast iron weighs 460 Ibs. per cu. ft. (Hint. Use " average diameter " method.) 20. A circular brick chimney is TOO ft. high, 8 ft. average dia., and i$y average thickness. If i cu. ft. of brickwork weighs 120 Ibs., estimate the weight of the chimney. 21. An elevated storage tank is shown at D, Fig. 95. Calculate the gallons of water it will hold. 22. The body of a gas-storage cylinder is made by " cold drawing " from a flat plate. If the body is produced from an annular plate as indicated at F, Fig. 102, and the volume of the annular plate is equal to the volume of the cylinder body, calculate the thickness of plate required for dimensions shown. We may also have prisms whose ends are segments of circles or combinations of any of the regular figures, or even irregular shapes. In all these cases find the area of the end and multiply by the length. See Exercises 80. -3-6 Fig. 100. Exercises on Volume of Prisms and Spheres. Exercises 80. On Volumes of Various other Prisms. (Letters refer to Fig. 100.) 1. A sandbin built against a wall is shown in end view at A. Cal- culate the cubic yards of sand it contains when filled to the dotted line. Also find the total weight of the sand if i cu. ft. weighs 105 Ibs. 2. Taper fire-bricks for use in the furnace arches of ""mechanical stokers are shown at B. Calculate the weight per 1000 bricks if i cu. ft. of fire-brick weighs 137 Ibs. 326 ARITHMETIC FOR ENGINEERS 3. A swimming bath is shown at C. Find how many gallons of water are required to fill it. 4. Find (a) the weight of a foot of hexagonal bar y across the flats and (b) the weight of a foot of hexagonal bar of \" side, both to be used for making bolts and both of steel weighing -28 Ib. per cu. in. 5. An octagonal bar J* across flats is to be used for chisels. Find its weight per foot if the steel weighs 489-3 Ibs. per cu. ft. 6. At D, Fig. 1 02, is shown a V-block for shop use. Find its weight if of metal weighing 489 Ibs. per cu. ft. 7. Calculate the capacity in gallons of an elliptic milk-can 10" X 6* and 15" deep, if filled to within i J" of the top. Fig. 101. Voiume of Prisms with Irregular Ends. 8. Calculate the capacity in gallons of the elliptical petrol tank for the back of a motor-car, shown at B, Fig. 102. 9. The dimensions of the cross-section of a f" " Simplex " oval conduit similar to that at X, Fig. 31, are as follows : Mean axes -95* and -42*, and thickness '042*. Find the weight of a 100 ft. length if steel weighs -28 Ib. per cu. in. (Hint. This is a hollow elliptical cylinder, and the " average " sizes of the section are given.) 10. Calculate the capacity in gallons of the petrol tank for a car, as shown at D. (Hint. As the corners have a large radius, allow for them by deducting the " fillets " when finding the area, see p. 299.) 11. At H are given dimensions of a locomotive wheel balance weight. Calculate the weight if of steel weighing -28 Ib. per cu. in. 12. F shows the cross-section of an arched reinforced concrete floor. If the length is 18 ft., find the total volume of concrete between two MENSURATION 327 girders. If the concrete weighs 120 Ibs. per cu. ft., what is the weight of the floor between the two girders ? (Hint. In finding the cross- sectional area subtract the segment from the rectangle.) 13. A section of chisel-steel bar is shown at E. Calculate the weight per foot if i cu. in. of cast steel weighs -28 Ibs. Find the cost of 8 ft. at 6d. per Ib. 14. J gives dimensions of a crescent-shaped balance weight for the driving wheel of a locomotive. Calculate the weight if i cu. in. of steel weighs -28 Ibs. 15. An oil-storage tank partly filled with oil is shown at G. Find the number of gallons it contains. 16. Dimensions of a hollow concrete slab for the fire-proof con- struction of flooring are given at L. Calculate the volume of concrete required for one slab and also its weight if i cu. ft. of concrete weighs 120 Ibs. (Hint. In finding the area of the end of the prism deduct the ellipse and the pieces put of the corners from the sum of the segment and the rectangle below it.) 17. When designing dams and retaining walls it is necessary to know the weight of i ft. length of the wall. B, Fig. 101, gives the section of a certain dam. Calculate the weight of i ft. if the masonry weighs 156 Ibs. per cu. ft. (Hint. Use horizontal mid-ordinates.) 18. A, Fig. 10 1, shows the section of a British Standard Bull-Head Rail. Find the weight per yard in Ibs. (Hint. Calculate the area of the web between a pair of lines indicated ; work by vertical mid-ordinates on the two flanges.) i cu. ft. of the steel weighs 490 Ibs. Volume of Sphere. The volume of a sphere or round ball cannot be examined in any simple way. At this stage, then, the following rule must be accepted. 4 Volume of sphere = ^TrR 3 where R = radius of sphere or in terms of diameter R = - ~ - - or -5236D* 3^ 2 6 By a similar deduction to that for the hollow cylinder (p. 323), 4 Volume of hollow sphere = ^-(R 3 r 3 ) o Example 334. A spherical float for an automatic valve is 5" dia. How much water will it displace when half submerged ? The upward force that the water exerts on a floating body is equal to the weight of water displaced. What will be the force in this case if i cu. in. of water = -0361 Ib. ? 328 ARITHMETIC FOR ENGINEERS irD 3 Volume of sphere = ~^- ir X 5 3 IT X 125 , = ~ = - 7- - = 65-5 cu. ms. .'. Volume of water displaced when half submerged = 4 X 6 5'5 = 32*75 cu - ins* Upward force = weight of displaced water = 3275 X -0361 = 1-18 Ibs. Example 335. A cauldron for melting down fat is cylindrical, with a hemispherical bottom, as shown in Fig. 98 ; determine the capacity of the tank. The volume required is composed of a cylinder 6'-o* dia. and 4'-o* long, and half a sphere of 3'-o" rad. Volume of cylinder = -rrr z h = Tf X 3 2 X 4 = 113 cu. ft. Volume of hemisphere == \ volume of sphere = J X rr 8 = f X ir X 3 s = 27r X 3 2 = 2ir X 9 = 56-5 CU. ft. /. Capacity of tank = 113 + 56-5 = 169*5 cu - ft - Volume of segment of sphere = ? -c"( 3r2 + A 8 ) where r = radius of the base (not radius of the sphere) h = height of segment. (See Table on p. 346.) Example 336. An evaporating pan is segmental and is 6 ft. dia. and 2'-9" deep. Calculate its capacity in cubic feet. Radius of base = 3 ft. ; height = 2*73 ft. Volume - *($r* + h 2 ) = '-^p- 5 ( 27 + 7-56) = -XJ5Xj4 J 6 = . Exercises 81. On Volume of Sphere, etc. 1. Calculate the weight of a cast-iron governor ball 2}" dia., weighing 26 Ib. per cubic inch. 2. A lead melting pot is hemispherical and is f dia. What volume of lead can it hold ? How many vice clamps, each requiring 6J cu. ins., can be cast from one charge of the above pot ? 3. An air vessel for a pump is shown at M, Fig. 100. Calculate the air volume in cubic feet when the average position of the water is as shown. MENSURATION 329 4. A storage tank has. hemispherical ends as shown at K, Fig. 100. Calculate the quantity of water held when half full (in gallons). 5. An elevated storage tank, with a hemispherical base as shown at N, Fig. 100, is supported on a trestle tower. Calculate the gallons of water it will hold, 6. An evaporating pan is segmental and is 7'-6 /r dia. and 3 ft. deep. Calculate its capacity in cubic feet. 7. Fig. 102 shows at E a rivet with a segmental head. Calculate the weight of 100 such rivets if made of steel weighing 490 Ibs. per cu. ft. 8. Shrapnel bullets are of lead, spherical and of J" dia. Calculate the weight per 1000 if i cu. in. of lead weighs -41 Ib. 9. At C, Fig. 102, is shown a balance weight used on a testing machine. Find its weight if of cast-iron weighing 450 Ibs. per cu. ft. End View Side Elevation Q Plan - Top* Plan Fig. 102. Exercises on Volumes. 10. Find the weight of a hollow sphere of 3" inside and 3^* out- side radius which was for part of an experimental boiler. (Take the weight of the material as -26 Ib. per cu. in.) Pyramids. A pyramid is a solid having a base of any geo- metrical shape, from which the sides taper uniformly to a point or apex. As with prisms, pyramids are designated by the shape of their ends, in this case called the base. Thus a, Fig. 103, shows a square pyramid. The circular pyramid b, Fig. 103, is given the special name of cone. From the engineering standpoint the cone and square pyramid are the most important solids of this class. The volume of a pyramid cannot be examined in any simple manner, and must therefore be accepted as truth until a later stage. It is, however, one-third of the volume of the circumscribed prism, this latter being a prism whose end is the same shape and 330 ARITHMETIC FOR ENGINEERS size as the pyramid, and whose height is -the same. Thus at a, Fig. 103, the full lines show a square pyramid and the chain- dotted lines indicate the circumscribing prism. Since the volume of a prism is " area of base x height " Volume of any pyramid = area of base x height Taking the two important cases : with the square pyramid Let s = side of square base ; h = height of pyramid Then volume of circumscribing prism = s 2 h and Volume of square pyramid = Js 2 /i Similarly for a cone. The circumscribing prism is a cylinder of radius r and height h, as at b, Fig. 103. Volume of circumscribing cylinder = rrr 2 h /. Volume of cone Fig. 103. Cone and Pyramid. It must be carefully observed that by the " height " is meant the " height perpendicular to the base," and not the length of the sloping side. Example 337. A wooden cone for demonstration purposes is &" dia. and 1 8" high. Determine its volume and also its weight, if made in pine weighing -0318 Ib. per cu. in. Volume of cone = = J X 4 2 X 18 ~ ?L* : l6 _ x l8 = 3 " 301-4 cu. ins. /. Weight = 301-4 X -0318 = 9-6 Ibs. Example 338. It is desired to cut down the cone mentioned in the previous example, into a square pyramid as indicated on the left of Fig. 103, keeping the diameter of the cone as the diagonal of the square base. What will be the volume of the square pyramid ? It is not necessary here to find the side of the square. Referring to MENSURATION 331 p. 281 area of square = half product of diagonals. In this case the diagonals are 8*. Area of base = J product of diagonals = -J X 8 X 8 = 32 sq. ins. Volume = J base X height = i X 32 X 18 = 192 cu. ins. From the formulae given either the height or the size of the base can be determined, when the volume, etc., are known. Example 339. A conical measure as in Fig. 104 is required to hold one pint (34-66 cu. ins.) when filled to a depth of 5 J*. What must be the diameter at the surface of the liquid ? Volume of cone = J-n-f 2 /* 34-66 = 3 ' 14r> X 3' 5 ,2 = 3 X 34'66 3'i4 X 5-5 /. r = V6-03 = 2-455* .'. Diameter at surface = 2 X 2-455 4-91* Ing. 104. Frusta of Cone and Pyramid. If a cone or pyramid is cut into two parts by a plane parallel to the base, the lower portion is termed a Frustum (plural " frusta "). Thus Fig. 105 shows a frustum of a square pyramid. Evidently the volume of the frustum = Volume of large cone minus volume of small cone cut off. (See Fig. 105.) The usual dimensions known will be the sizes of the small and large ends and the height of the frustum, i. e., the perpendicular distance between the ends. If the height of the complete cone is known (or is obtained by drawing out and measuring) then the volume of the frustum can be obtained as indicated above. But it may often be inconvenient to find the height of the complete cone, and in any case the finding of two volumes is a long job. A formula for the volume is then useful. Volume of any frustum ^(A + a + A/A'a) 6 where h = height of frustum A = area of large end, and a area of small end (This formula cannot be proved here, as it involves a considerable amount of algebraical work, including a quadratic equation.) 332 ARITHMETIC FOR ENGINEERS The formula is applicable to any frustum, whatever the shape of the end. As the most important cases are those of the square pyramid and cone we will derive a particular formula for each. FRUSTUM OF SQUARE PYRAMID. Let S = side of base s = side of top Then A = area of base = S 2 and a = area of top = s 2 ' Vo f lume of frustu !) = *(A + a + VKJ) of square pyramid/ 3 *( S + S 2 + VsV) substituting for A 3 ' and a - |(S* + s 2 + Ss) FRUSTUM OF CONE. Let R = radius of base r = radius of top Then A = area of base = ?rR 2 a = area of top = irr 2 + ^ + , Rr) educing the square out the common If diameters be used instead of radii the volume - (D 2 + d 2 + The reader is cautioned against calculating the volume of a frustum by the expression " height x average of the two end areas/ 1 This approximate formula can only be used in cases of slight taper and where the height of the frustum is a very small fraction of the height of the complete pyramid. Large errors may be introduced by the indiscriminate use of this formula; and ex- amination for each case will take as long as working by the exact formula. Example 340. Fig. 106 gives dimensions of a coal bunker, con- sisting of a square prism and the frustum of a square pyramid. Find MENSURATION 333 the capacity of the bunker in cubic feet, and also the weight cf coal it holds, if i cu. ft. of coal = cwt. Volume of the square prism = 10-5 X 10*5 x 7*5 = 826-9 cu. ft. Volume of lower portion 1 __ ^/ (frustum of sq. pyramid) J ~~~ 3 * _t 2 i c x "*" s ' ' 3 = 1-667(110-2 -f 2-25 + 15-75) = 1-667 X 128-2 = 213-7 cu - ft - Total capacity of bunker = 826-9 + 213-7 s=s 1040-6 cu. ft. Weight of coal held == 1040-6 X J cwts. = 520-3 cwts. Capacity (coal level with j _ saVj 520 cwts or 26 tons top of bunker) J ._ Pyramid cuiroff THS FRUSTUM. Fig. 105. Fig. 106. Fig. 107. Example 341. An ash receiver in a suction ash plant, with a 16" dia. hole for discharging, is cylindrical, with a taper bottom, as shown with dimensions in Fig. 107. Find its capacity. Volume of cylindrical portion = d*h = -785 x 12* x 18 = -785 X 144 X 18 = 2035 cu. ft. Conical frustum, radius of top = 6 ft. radius of bottom = 8" = -667 ft. /. Volume = ~(R* + r* + Rr) X 9>25 (6* + -667 2 + 6 X -667) + '445 + 4) 392 cu. ft. /. Total capacity"! . of receiver J IT X 9*25 X 40-44 3 2035 + 392 = 2427 cu. ft. 334 ARITHMETIC FOR ENGINEERS Example 342. Fig. 108 gives dimensions of a gas-holder tank. Determine how many gallons of water are required to fill it to a depth of 35 ft. cular* \n plan Fig. 108. Fig. 109. The volume of water here is the volume of a cylinder, minus the volume of the conical frustum in the centre. Volume of cylindrical portion = irR 2 h = IT X 6i 2 X 35 = 408,900 cu. ft. Frustum to be deducted Radius of large end = 55' Radius of small end = lo'-S" = 10-67 ft. Height = 25-5' .'. Volume = ~(R 2 + r z + Rr) + 55 X 10-67) /. Volume of water = 408900 99420 .*. Gallons of water = 309480 X 6-24 = 1,932,000 galls. Exercises 82. On Volumes of Pyramids, Cones, and Frusta. 1. Find the volume of a square pyramid if the side of the base is 5* and the perpendicular height is 12^''. Find what fraction this volume is of the volume of a square prism, of the same height and same base. 2. A square pyramid is to have a volume of 160 cu. ins. and a base of 7^ side. What will be its height ? 3. A cone is nj" high and $%" in diameter at the base. Find its volume. What relation can you find between this volume and the volume of a cylinder of the same height and on the same base (5^ dia.) ? 4. A, Fig. no, shows a supply bucket (for holding sand) as used in a special testing machine. Find its capacity in cubic inches. The MENSURATION 335 sand is allowed to run into a cylindrical tin 10* dia. If this tin is to hold all the contents of the supply bucket, what must be its least depth ? 5. A conical part of a measuring glass, as shown in Fig. 104, is to have a length of 4" and is to hold half a pint. What will be its diameter at the surface of the liquid (i pint = 34-66 cu. ins.) ? 6. A bucket for a coal conveyor consists of a frustum of a square pyramid, and is 26" square at the top, 18" square at the bottom, and 12" deep. Find how many tons of coal 20 such buckets will carry, if the coal weighs cwt. per cu. ft. (Hint. Reduce all dimensions to feet.) 7. Calculate the capacity in cubic feet of a coal bunker such as is shown in Fig. 106, with the following dimensions. Upper rectangular portion 12 ft. square, 10 ft. deep. Lower tapered portion i'-2* square at the bottom opening and 9 ft. deep. If i cu. ft. of loose coal weighs 56 Ibs., what weight in tons does the bunker hold ? 8. At A, Fig. 102, is shown a group of grain silos or bins filled with wheat. Find the total capacity in cubic feet and also the weight of the wheat if i cu. ft. weighs 48 Ibs. Fig. no. Exercises on Volumes of Cones and Frusta. 9. B, Fig. no, gives dimensions of a gas-holder tank. Calculate the quantity of water it contains in gallons. 10. A milk churn is 12* dia. at the top and 18" dia. at the bottom, and s'-6" high. How many gallons of milk will it hold ? (The churn is a frustum of a cone.) 11. The approximate dimensions of a steel- works ladle are given at C, Fig. no. Calculate the weight of steel (in tons) it holds at 490 Ibs. per cu. ft. 12. A surge tank at a hydro-electric station is shown at D, Fig. no. Calculate the gallons of water it contains when the water reaches the high- water level. The Calculation of Weights. In the drawing office the calculation of the weights of proposed machine parts is of common occurrence. In all cases the volume of the object must first be found, and then be multiplied by the " density " of the material used. This density is the weight of a unit volume of material. The usual forms are " Ibs. per cubic inch " and " Ibs. per cubic foot." Thus the density of cast iron is -26 Ib. per cu. in. 336 ARITHMETIC FOR ENGINEERS Since 1728 cu. ins. equal I cu. ft., then Ibs. per cubic foot = Ibs. per cubic inch x 1728 The densities of the many materials employed vary considerably with the composition, method of manufacture, etc., and will be found in engineering pocket-books. The following densities of the more common materials should be memorised : Material. Weight in Ibs. per cu. -in. Weight in Ibs. per cu. ft. Cast iron 26 A CQ Wrought iron .... Mild steel -2 7 3 284 480 4QO Brass and gun-metal . . Lead 307 *4I 530 70S Water O^6l 62*4 The majority of engineering structures or parts are combina- tions of the simple solids already taken, so that the total volume can usually be obtained by dividing the object up into its component parts, and applying the formulae already given. Certain shapes appear, however, which do not lend themselves, either easily or at all, to the application of a formula. Such figures, by a " give-and- take " process, can usually be reduced to a form permitting of easy Fig. in . Calculation of Weights. calculation. With practice the process of " give-and-take " can become very reasonably accurate. When calculating weights, an exact answer is seldom required, as the weight of the actual article is affected by so many conditions not considered in our calculations, such as the blow-holes in casting, lack of uniformity in material, and the like. Space does not permit of a number of examples being taken here, but Fig. in will illustrate the principle. At X is shown a MENSURATION 337 forging for an engine crank, which, for calculation, divides naturally into the two bosses and the crank arm. The bosses are easily dealt with, but when finding the volume of the crank arm the area of the figure ABCFED is required, which is not easily found by formula. A straight line is then drawn across each curved end as at LM and PN, so that at each end the areas b, cut off, balance the areas a, put on. The balance is obtained by eye only and its accuracy is dependent upon judgment and experience. The area of the irregular figure is thus replaced by that of the trapezoid LMNP, which can be dealt with by the formula given on p. 282. Similarly with the bracket casting at Y, Fig. in, the complex figure ABC, forming the back b, can be replaced by a rectangle AEDC if the line ED be drawn so that the area m is judged to balance the area n. Fillets, if small in comparison with the rest of the object, can usually be neglected, but when large, as in the rib a, at Y, should be treated by the formula on p. 299. Surface Areas. In many cases we are concerned with the area of the surface of some of the solids previously mentioned. In the case of the cuboid and square prism the calculation of the area of the surface is simple, given the necessary dimensions. An example will there- fore be sufficient ; frequently only part of the area is required. Example 343. The inside of a lift cage is to be lined with sheet zinc, on top and bottom, sides and back. The dimensions are given in Fig. 109. Find how many square feet of zinc are required. Back 5'-o* X 2'-o"; area = 2X5 = 10 sq. ft. Two sides each 3'-6" x 2 / -o /r ; area = 2x3-5X2 =14 sq.ft. Top and bottom each $'-Q" X 3 '-6"; area = 2 X 5 X 3*5 = 35 sq. ft. /. Total area required = 59 sq. ft. Cylinder. In all prisms the surface can be divided into two parts : the lateral surface, which is the surface of the sides ; and the two ends. Suppose that a cylinder is covered with paper. Then if it be slit along a straight line lengthwise and opened out, as in Fig. 112, the area of the rectangular sheet is evidently the area of the curved or lateral surface of the cylinder. Now the length of the sheet is the length of the cylinder, and the width of the sheet is the circumference. z 333 ARITHMETIC FOR ENGINEERS Then if d = diameter of cylinder and / = length Area of curved surface j = j h circumference or lateral surface / === i X TTw = irdl or 2-n-r/ All measurements must, of course, be in the same units. The two ends each have in area ?rf 2 .'. Area of ends 2 vr 2 /. Total surface area = lateral -h ends = 2/r/(7 -f r) taking out the common factor In many cases, however, only the lateral surface is required. TTd \\ E.ad V<v/V Fig. 112. Illustrating Surface of Cylinders. Example 344. The smoke tubes in a locomotive boiler are shown in Fig. 112. Find the heating surface of i tube (i. e., the lateral surface). If the boiler has 220 such tubes in all, calculate the total heating surface of the tubes. Lateral surface is that of a cylinder i J"dia. and n ft. (=132") long. .*. Heating surface of i tube = irdl = 3-14 X 1-75 X 132 sq. ins. = 3'!4_ * --*2>-X - 13 - 2 = 5-036 sq. ft. /. Total heating surfaces of) tubes j = 5-036 X 220 = 1108 sq. ft. Example 345. A surface condenser is to have 12000 sq. ft. of cooling surface (lateral). How many tubes J" dia. and 14 ft. long will be required ? Lateral surface of i tube = irdl = 3-14 X -75 X 14 X 3 sq. ft. 12 = 2-75 sq. ft. -a- , . . , , Total surface .'. Number of tubes required = -^^ 7 - T- Surface of i 12000 2-75 = 4368 MENSURATION 339 Example 346. The field coil of an electric motor is 4* dia. and 4J" long. Determine the watts radiated per sq. in. of lateral surface when the voltage is 100 and the current is -48 ampere. (Note. Watts = volts x amperes.) Surface of coil = irdl = 3*i4 X 4 X 4-5 sq. ins. = 56-5 sq. ins. Watts radiated = volts x amperes = 100 x -48 = 48 watts /. Watts radiated per sq. in. = - = -85 Example 347. A dynamo core is 24" long, and it is to have at least 2000 sq. ins. of curved surface for radiation. Determine a suitable diameter. Surface = itdl /. 2000 = 3-14 X d X 24 , 2OOO .. - - , ,. whence a = = 26*54 , say, 26^ dia. Surface of Sphere. This cannot be examined in any simple manner, and the following formula must, therefore, be accepted until a later stage. Surface of sphere = 47rR 2 where R = radius of sphere. Example 3470. What is the surface of a sphere $\" dia. ? Radius = ij" = i'f5* Surface = 4irR a = 4* X (i75) a = 38*5 s q- ins - Curved surface of segment of sphere = 2?rR/i where R = radius of sphere ; h = height of segment In cases where h is not given the following formula can be ised where r = rad. of base of segment. Curved surface = 2;rR(R - 1/R 2 - r*) Example 348. Find the area of the dished end of a vater-tube boiler drum, as shown in Fig. 113. Surface = 2irRA = 2ir x 3 X ~ s q- f t. = 7-85 sq. ft. Fig. 113, Example 349. The dished ends of boiler drums are flanged from a ircular plate as indicated in Fig. 114. Assuming that the thickness 340 ARITHMETIC FOR ENGINEERS of the plate and the volume of the metal are not altered, find what diameter of plate is required to produce the end shown in Fig. 114. Thickness of plate is very small in comparison with other dimen- sions, and so we may calculate the volume of metal as " surface area x thickness. " If volume and thickness are to be the same in each case, surface areas must also be equal. .'. Surface of circular plate = surface of dished end (i face only) = surface of segment of sphere -J- surface of cylindrical flange. Surface of segment = 2ir"Rh =2 X 3-14 X 30 X 6= 1130 sq. ins. Surface of cylinder = irdl = 3*14 X 36 X 5 = 565 ,, .'. Total surface of dished end = 1695 > r Surface of circular plate = )2 = J695 4 / J 695 (- V -785 = 4 6 '5 i. e. a plate 3 '-TO!* dia. is required. D Fig. 114. In cases of " cold drawing " of tubes, etc., where the thickness alters, the volumes may be equated instead of surface areas. Surface of Cone. Make a mark on the base of a cone, and lay the cone on its side with this mark to the ground, as at a, Fig. 115. Roll the cone quite freely until the mark goes just once round, and arrives at the ground again as at c. It will be found that a sector OAB has been marked out, which is the curved surface of the cone. The radius of the sector is evidently the " slant height " Fig. ns-Surfacc of Cone. J * he C , ne > L <' the **&* l of the sloping side. Also the length of the arc of the sector is evidently the circumference of the base of the cone, i. e., -nd if d = diameter of cone base. Then, Curved surface of cone = Area of Sector = J arc x radius (see p. 313) = l*d X I I may be obtained by drawing, or by calculation of a right-angled MENSURATION 341 triangle, as indicated in Ex. 350. The total surface is evidently the curved surface plus the base. i. e. } vrl -f 7rr z = */(/ -f- r) Example 350. Find the curved surface of a cone 8* dia. and 10" high. The slant height is required and will be calculated here. It is the hypotenuse of a right-angled triangle whose perpendicular sides are 12" and 4". /. Slant height / = Vio 2 +"4* = Vii6 = 10-77* /. Curved surface = -nvl = if X 4 X 10-77 = 135-3 sq. ins. Surface of Square Pyramid. The lateral surface consists of four triangles. Let s = side of base and I = slant height, i. e. t the distance from point to centre of side of base, and not the slant edge; the distinction is shown at Fig. 116. The area of one triangle = %sl .'. Lateral surface of pyramid = 4 x %sl -2s/ The base area = s 2 .'. Total surface = 2sl + s 2 = s(2/ -{- s) Example 351. Find the area of the lateral surface of a square pyramid, if perpendicular height is 24" and side of base 9", Slant height ^242 + 9 2 ~ = A/576 -f- 81 = Vds 7 = 25-64" /. Area of lateral surface = zsl = 2 X 9 X 25'64 461 sq. ins. Surface of Frustum of Square Pyramid. The lateral sur- face consists of four faces each of which is a trapezoid. Let S = side of base, s = side of top, and / = slant height as shown at Fig. 117. Then- Area of one trapezoid = - -- x / (as on p. 282) Lateral surface 2/(S The total surface easily follows, being : lateral surface + S* + s 8 . 342 ARITHMETIC FOR ENGINEERS Where /, the slant height, is not given it may be obtained by drawing, or by calculation, using the right-angled triangle property. Example 352. Find how many square feet of plating are required to make the tapering portion, shown in Fig. 1 1 8, of a coal bunker. Slant height = VJ*"+ 4-25*" TV-ue -shape* o^ a Pace. Fig. Ii8. = V43-o6 = 6-56' /. Lateral surface = 2/(S + s) = 2 X 6-56(10-5 + 2) = 2 X 6-56 X 12-5 = 164 sq. ft. Surface of Frustum of Cone. This is somewhat similar to the square pyramid. Lateral surface where 2 = TT/(R + r) / = slant height as before Example 353. Fig. 119 gives dimensions of a " Galloway " tube, placed in the flue of a boiler to provide extra heating surface. Determine the heating surface (lateral) in the case shown. The heating surface is the lateral or curved surface of the frustum. Slant height = + (5-375 3 r i25) a ~ Curved surface^ of frustum j " = ^789-1 = 28- -09 X 28-1 IT X 17 X 28-1 _ = 750 sq. ins. or, 5-2 sq. ft. Exercises 83. On Surface Areas. (Letters refer to Fig. 120.) 1. Calculate the total heating surface (= tubes + firebox) of a large American locomotive having 446 tubes, each 2j* dia. and 24 ft. long, and a firebox of 353 sq. ft. heating surface. 2. An English locomotive boiler has 157 tubes 2J-* dia. and 24 tubes 5J" dia., all being n / -6" long. Calculate the total heating surface in sq. ft. (i.e., lateral surface). MENSURATION 343 3. A surface condenser has 2680 tubes f* outside dia., and i4'-2 y long. Calculate the cooling surface in sq. ft. If the condenser handles 52,000 Ibs. of steam per hour, calculate the weight of steam condensed per sq. ft. of surface. 4. In tests on the adhesion of round steel bars embedded in con- crete, a bar ij" dia. and 3 ft. long was pulled length-wise from the concrete with a force of 18 tons. Calculate the adhesive stress (i.e., the force in Ibs. per sq. in. of lateral surface). 5. In a test to determine the loss of heat from a bare steam pipe the pipe was 6" outside diameter and 3 '-6* long. In i hour, 2210 units of heat were lost. Calculate the loss per sq. ft. 6. A Leyden jar is 4" mean dia. and is coated with tinfoil for a depth of 5" up the sides and on the base as shown at A. Calculate the area of the coating. (One side only.) Fig. 120. Exercises on Surface Areas. 7. If the bevel on a mushroom valve be neglected, and the valve considered as merely a circular plate closing the pipe, as shown at B, the* area through which steam passes is the surface of the cylinder as shown. When the valve is full open this area should equal the area of the pipe. Find what must be the " lift " of a 6" dia. valve for full opening. 8. Refer to Ex. 7 above : if d = dia. of valve, and / = lift, find what the value of / must be for full opening. (Hint. Equate formula for area of pipe to formula for surface of cylinder and solve for /.) 9. A tank for use in boiler tests is to be 2'-6* dia. and 3 '-6* high with an open top. Calculate its weight if i sq. ft. of the sheet metal of which it is made weighs 2-86 Ibs. 10. A float for a carburettor is shown at C. Calculate its weight if of sheet brass weighing -87 Ib. per sq. ft. (Hint. There are four surfaces to consider; the outside and inside lateral surfaces, and the two annular ends.) 11. A dynamo armature is io|* dia. and 23" long, and the power lost by radiation is 680 watts. Calculate the watts lost per square inch. 344 ARITHMETIC FOR ENGINEERS 12. The pole piece in a two-pole dynamo embraces an angle of 120 at the centre as shown at F. The armature is 15* dia. and 28* long. Calculate the area of the lateral surface of the armature opposite the pole piece. (This area is wanted when calculating the field winding, etc.) 13. The area beneath the edge of the inlet tube in the oil separator (see E, Fig. 80) is to equal i times the area of the steam pipe. Further dimensions are given at D (Fig. 120). Calculate the height h if the steam-pipe is 6" dia. 14. In a fat melting tank as shown in Fig. 98, the space between the inner and outer vessels is a steam jacket. If the metal is y thick calculate the heating surface in square feet. (Hint. The heating surface is the outside surface of the inner vessel.) 15. A pressed sheet metal dome is shown at E. Calculate its weight if the metal weighs 2-6 Ibs. per sq. ft. 16. A dished boiler end plate, as shown in Fig. 114, has the following dimensions : dia. 3 '-6", mean rad. of spherical part 3 7 -o", height of segment 6*, length of flange 5*. Calculate the diameter of the flat plate required to make it, assuming that the thickness does not alter during flanging. 17. At G is shown the combustion chamber in a vertical boiler. Calculate the heating surface (i. e., lateral surface of cylinder plus area of spherical end; neglect the entering flue and the tube plate). 18. A taper flue in a Lancashire boiler is 2'-8" dia. at one end and 3'-3" dia. at the other, and is 3'-3* long. Calculate its heating surface (lateral surface). 19. The furnace of a vertical boiler is shown at H. Calculate the heating surface (i. e., lateral surface of conical frustum plus curved surface of segment of sphere. Neglect the two openings). 20. Calculate the weight of the plating necessary for the coal bunker in Fig. 1 06, if the plate of which it is made weighs 20 Ibs. per sq. ft. 21. At J is shown an iron ring of circular section (called an " Anchor Ring " see end of Volume Table, p. 346) wound with a coil of wire. Calculate the watts radiated per square inch of surface if the watts wasted in a test were 10-5. Also find the volume of the iron ring within the coil. 22. In the " Brinell " hardness test for metals, a hard steel ball is pressed into the test piece under a certain load, and the diameter* of the spherical depression produced is measured. Then the " hardness number " is " Load 4- Curved Surface of Depression." In a certain test the load was 3000 kilogrammes and the diameter of the depression was 3-8 millimetres, the steel ball being 10 millimetres dia. Calculate (a) the curved area of the depression ; (6) the hardness number. 23. In a certain aeroplane instrument a pivoted tube is kept head to wind by a trailing conical tube of sheet metal. This conical tube is the frustum of a cone ; diameter at large end 4*, at small end f *, length on centre line yj". It is necessary to know its weight for the purpose of balancing the instrument. Calculate the weight if the metal weighs -53 Ib. per sq. ft. MENSURATION 344 Exercises 83a. Miscellaneous Examples on Mensuration. (Letters refer to Fig. I2oa.) 1. The plates of a variable electrical condenser are semicircular, 2j* diameter. If the portion round the axis for a radius of J* be ineffective, find the effective area of the two sides of a single plate. 2. A flywheel casting has a rim of rectangular section, 6 '-2" outside and 5 '-4" inside diameter, 8" broad. The hub is 7" dia. by 9* long with a 3" dia. cored hole. There are 6 arms connecting rim to hub, of elliptical cross section <\\" x 2%". Calculate the weight in cast iron. 3. A frame aerial consists of a square pancake coil as indicated at A. If there are 14 complete turns, spaced \" apart, the side of the outside square being 4 ft., estimate the total length of wire required. (Hint. 14 turns include 13 spaces of J" wide. Calculate the average length of a turn.) 4. At B are given dimensions of a cast iron segment used for lining an underground railway tunnel. Calculate its weight. (Hint. The cylindrical part is a sector of a tube; use average diameter method. The side flanges can be treated similarly and the end flanges are rect- angular. The material at corners must not be included twice.) 5. A conical spring for the overhead valves of an aero engine is shown at C. Estimate the total length of wire required per spring, allowing ij coils extra to the working coils to allow for the flattened ends. (Hint. Find the length of a turn of average diameter.) 6. A hardness test consists in pressing a hard steel cone into the material under a certain load and measuring the diameter of the conical depression so produced. The apex angle of the cone is 90 so that the depth of the conical depression, measured along the axis of the cone, is one-half of its diameter. The " hardness number " is then " Load Curved Surface of Depression." Calculate (i) the curved surface of the depression, (2) the hardness number, when a load of 1000 kilo- grammes produces a depression 3 millimetres diameter. 7. A special milling cutter is required having a diameter over the teeth of 4!". The teeth are to be cut with a 45 angular cutter as indicated at D. The width of the gap is required to be \" and the width of the top of the tooth is to be about O5 // . Determine how many teeth must be cut and the actual width of the top of the tooth. (Note. An exact number of teeth must be cut.) 8. Big end bolts for marine engine connecting rods are frequently reduced in area in the shank as a provision against shock. One way of doing this is as shown at E, where three semicircular flutes are milled in the shank. If the diameter of such a bolt is 3" and the diameter at the bottom of the threads is 2- 634", find what diameter of flute is needed to make the area at the section AB equal that at the section CD. (Hint. The area at AB is that of a circle less the area of three flutes, and each of the latter may be taken as a complete semicircle.) 9. Earthenware draw-in conduits for carrying electric cables under- ground are made of octagonal cross section with a circular hole. If the octagon be 4" across the 'flats and the hole 3" diameter, estimate the weight of a section 15" long, the material weighing 150 Ibs. per cubic foot. 10. A motorcycle petrol tank is a cylinder 5" diameter and 8" long, with conical ends, the length of cone, measured on the axis, being 3 // . Estimate the capacity of the tank in gallons, when quite full. 344B ARITHMETIC FOR ENGINEERS 11. A cast iron balance weight is spherical, with a hole cored through the centre as shown at F. If the ball is 10", and the hole 5", diameter, determine the weight of the balance weight. (Hint. From the volume of the sphere subtract the volume of the cylinder forming the hole and also the volume of the two segments of the sphere cut off beyond the ends of the hole. The length of the hole must first be calculated from the right-angled triangle OAB.) BiiiicfefRl -< r i * * *- / E) O B L ~ K Fig. I2oa. Diagram for Exercises 83a on Mensuration. 12. A number of weights for testing purposes are required of the form shown at G, to be of brass and to weigh i Ib. each. If the out- side diameter be 3f // , the central hole be \" diameter, the thickness be fy" t determine whether a slot about $" wide will give enough volume to permit of adjustment to the exact weight, i.e., the weight when calculated from the tentative dimensions should be a little more than i Ib. (Note. For practical purposes, the area of the top Of the weight may be obtained by subtracting the area of the rectangle shown crossed from that of the hollow circle.) 13. An aeroplane petrol tank is shown at H, with dimensions. The shape of the end may be considered as consisting of two semi-ellipses. Calculate the capacity in gallons when quite full. MENSURATION 345 TABLE OF VOLUMES AND SURFACE AREAS OF SOLIDS. Title. Figure. Any prism . Rectangular pi ism or cuboid . . Cube . . . Square prism Hexagonal prism . Octagonal prism . Cylinder . . Hollow cylin- der ... Elliptical prism . Sphere . . Hollow sphere . . Volume. Area of base X height Ibh S 2 / 2-6S 2 / or -866/ 2 / 4-83S 2 / or 'S29/ 2 / or 7854^7* ,r(R2 - irabh -?rR 3 or - or -52360* Surface Area. Circumference of base x height Whole area = 6S Lateral surface = 4S/ Ends = 2S 2 Lateral = 6S/ or 3-46^ (For ends see Table in Chap. VII.) Lateral = 8S/ or Lateral = 2irrh Two ends = 2irr* Whole area = 2-rry(h -f- r) Outer lateral^ _ surface J~" 2?rK/l Inner lateral) , surface j=2i Lateral = irA{i-5(fl-f 6)-V or it(a+b)k (less accurate) 346 ARITHMETIC FOR ENGINEERS TABLES OF VOLUMES AND SURFACE AREAS OF SOLIDS (continued). Title. Figure. Volume. Surface Area. Segment of sphere . . Zone of sphere . . Any pyramid Square pyra- mid . . . Cone Frustum of any pyra- mid . . . Frustum of square pyramid . Frustum of cone. . . ^o or -5236/1(3)-'+^) area of base X height JS'A /f=height of frus- tum A=area of large end B= area of small end B+VAB) Anchor ring . Curved surface = 2irRA or 2irR(R-V r JR>~^ 2 )" where R=rad. of sphere Lateral = J circum. of base X slant height Lateral = 2$/ Lateral = Lateral=J mean circum. X slant height Lateral = 2/(S + 5) (/ == slant height) Lateral = r/(R + ') (/ = slant height) Round section Square section DS 2 CHAPTER IX CURVES OR GRAPHS [All the worked examples should be drawn out by the student.] Curves and their Uses. After a machine has been built, especially if it is one of a new type, it is usual to test its perform- ance in order to see if it satisfies the conditions for which it was designed, to determine any defects, or to obtain information for later designs. Thus, if the machine is an electric motor, it is neces- sary to find its " efficiency 11 (i.e., what fraction of the electric energy supplied, is given out usefully) at various loads. The motor is worked at a number of different loads (" brake horse powers ") varying from nothing to rather more than the rated horse power, and certain measurements are made at each load from which the horse power and the efficiency are calculated. Thus two sets of figures are obtained, and for each horse power there is one particular efficiency. Such a set of figures is given below, calculated from the results of tests on a direct current motor rated at 90 H.P., and each efficiency is written beneath its particular horse power. BH.P. . . . 10 20 42 60 74 O2 IO2 III T* /"T Efficiency . . 60 "74 83 86 89 QO 905 905 Looking at these figures alone does not supply much useful information. Thus we cannot say what is the efficiency at horse powers other than those in the table ; again, although it can be seen that the efficiency increases as the B.H.P. increases, it is not an easy matter to see how it increases, i. e>, whether faster or slower than the H.P. For these reasons the results of the test are shown graphically by drawing a "graph" or " curve " as shown in Fig. 123 et seq. The two quantities are then said to be correlated by the graph, and from it the efficiency at any H.P. between the lowest and the highest 347 348 ARITHMETIC FOR ENGINEERS stated can be found, and from the shape of the curve we can say how the efficiency changes. Besides being useful for testing purposes, curves are of great value in science and calculations. Many equations may be easily solved by their aid, and in some cases a graph is the only means of solving an equation. Again, when designing machines it is frequently necessary to calculate from a certain formula, and when the class of work demands its frequent use it is a great advantage to draw a curve for the formula ; then when any value is required it is merely read from the curve, no calculation being necessary. In this case a graph is often called a chart. Since a graph gives to the eye a much better understanding of the changes in a varying quantity than a table of figures, it is customary with quantities constantly changing to have graphs drawn automatically. Thus " recording ammeters " and " record- ing voltmeters " in electric stations show for any period of the day how much energy has been given out, and how the generators have been regulated. Waterworks are also provided with " re- corders " which register the quantity of water being delivered at any time. The height of the barometer and the temperature, together with many other physical measurements, are automatically recorded in observatories. A further advantage in these cases is that, being automatic, practically no attention is required, whereas if figures were read at certain times there is a danger of certain readings being omitted or wrongly read. The common indicator diagram is an example of an automatically drawn graph giving the pressure in an engine cylinder at any point of the stroke. Rectangular Co-ordinates. The principle of the graph is as follows. Each pair of figures is represented by the position of a point upon a sheet of paper, the distance of the point being measured from two fixed lines at right angles to each other, such as the left- hand edge and the bottom of the sheet. These two lines are " lines of reference " and are known as the axes ; the point at which they cross is called the origin. For each set of figures a " scale " has to be arranged in order that a quantity like horse power can be shown by a distance. Taking our case of the electric motor we might say that i" should represent 20 H.P., and that i" should represent 0'2 efficiency. The method of choosing these scales will be dealt with later. Let us now take one particular pair of figures as an example, say the pair H.P. = 60, efficiency = -86. Then if every 20 H.P. is to be shown by i", 60 H.P. will be shown by 3*. Also if every CURVES OR GRAPHS 349 2 efficiency is to be shown by I*, -86 efficiency will be shown bv OS- J 4-3", since = 4-3. Thus this pair of figures will be shown by a These two dimen- = GO YP point 3" from one axis and 4-3" from the other, sions are known as the rectangular co- ordinates of the point, and the position of the point on the paper is shown in Fig. 121. Continuing this process for each point, they can be " plotted " in the same manner as the one taken, and are shown as dots in Fig. 121. Evidently they are points on a regular curve. Either quantity may be measured horizontally or vertically, but certain arrangements are kept to in various kinds of work in order to obtain uniform plottings. In the particular case just taken the H.P. would be measured horizontally and the efficiency verti- cally, as shown. It is then said that to a base of H.P.," the horizontally. Squared Paper. It would obviously be very inconvenient if the rectangular co-ordinates of each point had to be calculated and /ORIGIN HORIZONTAL AXI Fig. 121. Rectangular Co-ordinates. the efficiency is plotted base " quantity being the one plotted A i SQUARES B T-SQUARES C I mm/ SQUARES. Every 5 TH line heavy Every IO TH line heavy Every I O line heavy Fig. 122. Types of Square Paper. measured, as shown above. This is entirely avoided by employing squared paper. This paper is ruled all over both horizontally and vertically, with equi- distant parallel lines, thus dividing the surface up into a number of small squares. Several varieties may be obtained, but the two most useful ones are those where the lines 350 ARITHMETIC FOR ENGINEERS are -j 1 ^" apart, and i millimetre apart. The lines are printed in blue or gray, these colours being easily seen without tiring the eye, but at the same time being fainter than black, and therefore not so prominent as to interfere with the appearance of the " curve " when drawn in black. Usually every fifth or tenth line is printed heavier than the others so that numbers of 10, 15, 20, etc., can be quickly and easily counted. Fig. 122 shows three different types of paper : A. lines T V apart, every 5th line heavy B. ,, loth C. i millimetre apart, every loth line heavy Type A will generally be found most useful, although type C is in considerable use. Squared paper can be obtained in various sized sheets or in exercise books, at slightly more than the cost of ordinary paper. Its use in exercise books is not recommended, as the fold in the book renders the drawing of the curves rather difficult ; it is easier to draw on a flat sheet of paper and to stick this in the book finally. The most common size of sheet is " foolscap" (13" x 8"), and the examples taken here will be arranged, so far as possible, to suit such a sheet. Allowing a small margin all round, the largest work- ing size is about 12" x 7*. The curves shown will not appear so distinctly as on the actual paper, as the division lines are of the same colour as the curves. Also, since the plottings cannot be shown full size, all the -^G* lines cannot be drawn. The first example (Fig. 123) is shown half size in order that the style of work may be clearly seen. The heavy lines i* apart are shown, together with every other T V line, while the heavy " lines are indicated by the short lines standing out from the axes. The remaining exam- ples are shown about one-fourth full size ; only the heavy lines \* apart being drawn. Method of Plotting. The method of plotting a curve from a table of given values, and the various points to be observed, will now be dealt with in the order in which the work should be done. The example will be the curve of efficiency and B.H.P., of which the figures are given on p. 347. The B.H.P. will be plotted horizon- tally and the efficiency vertically. The finished curve is shown half size in Fig. 123, and should be referred to continually in reading the following description. In all cases a student should endeavour to produce a neat and complete job ; a graph always looking more CURVES OR GRAPHS 351 important and workmanlike when finished with neatly printed titles, figures, etc. 1. Choice of Scales. This is decided by the condition that where possible the curve should fill the sheet ; but it is very im- portant that the scales should be such that the decimal system can be used with ease. Thus i" (i. e., 10 squares) should equal I, or 10, or 20, or 50 units, etc., and should not be used to represent 3 or 6 or 8 units. This condition should be obeyed even if it requires drawing a smaller curve or using a larger sheet of paper. Taking our particular case, the maximum value of the H.P. to be plotted is in, let us say no. Taking i* to represent 10 H.P. we require IT/, which is just within the length of our working page and therefore quite satisfactory. Then, scale of H.P. is 1" = 10 H.P. For the efficiency, the maximum value is -905, say I. Space will not permit of using 10" to represent I, so that we must employ 5" = i, i. e., i" = -2. There is nothing between which will give a decimal system. Then, scale of efficiency is 1" = *2. 2. Setting-out Scales. The axes should now be drawn in ink, each upon one of the heavy lines, and not less than \" from the edge of the paper. This margin is necessary for titles, etc. If the curve is not likely to fill the sheet with a convenient scale, the margin may be increased to say ij". The lines may be fairly thick, and may, with advantage, be put in with the ruling pen and Indian ink. Both horizontal and vertical scales should be marked as follows : Taking the horizontal scale, first mark the origin o, and then mark every second heavy line (i. e., every i") as 10, 20, 30 and so on to no. The figures should be printed, and placed centrally under their particular heavy line, a little beneath the axis. Parallel and near to the axis the title of the scale should be neatly printed, describing the kind of measurement, and the unit in which it is measured (see Fig. 123, et seq.). Taking the vertical scale, the origin is numbered o, and then each inch is marked -I, -2, -3, and so on to l-o, as shown. The title in this case is merely " efficiency." 3. Plotting the Points. The points should first be plotted in pencil as follows. From the table of figures on p. 347, the first pair of figures is H.P. 10, efficiency -6. Taking the base figure first, i. e. t the 10 H.P., look along the H.P. scale for the line marked 10. Follow this line upwards with the pencil until, glancing at the efficiency scale on the left-hand side, the heavy line marked -6 is reached. Make a small dot at the crossing point of the two heavy lines, and draw a small ring round it in order that it may easily be found again. A A 352 ARITHMETIC FOR ENGINEERS tf. UJ o CL fn 03 u (f) tt O X P< a ctf X w &o E UJ CD CURVES OR GRAPHS 353 The next pair of figures is H.P. = 20, efficiency = 74. Find the heavy line at 20 on the base scale and follow upwards with the pencil until the heavy line between *6 and -8 on the efficiency scale is reached, i. e., 7. Then since the distance between -7 and 8 is divided into five parts, each of the small squares represents 2, and standing from the 7 the light lines read 72, 74, 76, and 78 (this is shown full size at A, Fig. 124). The required point is then at the intersection of the second of these light lines (i. e., 74) and the vertical heavy line at 20. The third pair of figures is H.P. 42, efficiency -83. Along the base, 42 is at the second fine line past the 40 (since i" = 10 H.P., then from 40 to 50 the lines read 41, 42, 43, and so on to 50). Following this upwards with the pencil, the figure -83 is required on the efficiency scale. Now the first fine 8- 6 Fig. 124. Estimation of Intermediate Readings. line after the -8 is -82, and the next -84. Hence -83 is halfway be- tween these, and a dot is made here on the 42 vertical line, as shown full size at B, Fig. 124. The remaining points are similar until the one H.P. 102, efficiency -905, is reached. The position of -905 is found as indicated at C, Fig. 124. From -9 to -92 is blank on the squared paper, and halfway between these points is -91. Now '905 is halfway between -9 and -91 ; hence -905 lies one-quarter of a small square above -9 as shown. When marking the actual dot the middle point between the -9 and the -92 lines should be estimated and marked ; then the middle point between this and the *g line gives the point required, as shown twice full size at D, Fig. 124. Although this process is lengthy to describe it is quite easy to perform. A little practice is required in estimating the intermediate points, but if care be taken it is quite possible to estimate one-fourth or one-fifth of a ^j" division. Estimation of intermediate figures such as the above is only possible with a decimal scale. Thus if I* (*'. e. t 10 squares) *2, 354 ARITHMETIC FOR ENGINEERS then one small square (i. e.> ^*) represents *O2 and a half of it *oi. Thus in this case any second decimal place can be accurately and quickly found. (With an odd scale such as ij", i. e. t 15 squares = '2, one small square would be '0133, and it would be practically impossible to find correctly any particular decimal figure that was not marked.) When all the points have been plotted in pencil, their general appearance should be noticed. If they appear to lie on a fairly smooth curve, then the points may be marked in ink, but if any oi them appear to be very much out of line with the others the plotting of these particular ones should be checked to see if a blunder has been made. When correct, the points should be marked in ink. This applies to all cases of tests and experiments. Only in a very few cases is it allowable to draw the graph without the points. The commonest method of marking the point finally is by a small fine dot and a ring round it, ^ dia. or less, which may easily be put in by hand. When two or more curves appear on one sheet, and the points are liable to become mixed, it is desirable to use different methods of marking the points (three of which are shown in Fig. 135). Different curves on the same sheet can also be shown by differently coloured inks. 4. Drawing-in the Curve. The curve should now be sketched in freehand with pencil. Sometimes all the points will be found to lie exactly on the curve as in Fig. 129 (top curve), where the values are calculated from a formula. But in plotting the results of experimental work the points seldom lie quite regularly on any curve. Instrument errors, errors in instrument reading and other circumstances, all affect the values to be plotted. The points will follow some general direction, and when sketching in the curve, it is this general direction which must be followed. The points must not be connected by a wavy line, but the curve sketched so as to lie among the points. As a general guide it may be taken that for every point on one side of the curve there should be one on the other side, and about the same distance from it. Where three or four points appear to be nicely in the path of the curve then, of course, the curve should be drawn right through them. In cases where the points do not follow an exact curve there may be a difference of opinion as to the best line to put among the points. Where answers are required to such examples they cannot be taken as being absolutely correct. Differ- ences may be found in the third (and perhaps the second) significant figures. With a very few exceptions all plottings of natural or scientific observations will lie on a " smooth " curve, i. e., one CURVES OR GRAPHS 355 without any sudden changes in direction. The most common exceptions are the temperature and the barometer readings. For the final drawing of the curve some mechanical aid is desir- able, such as an adjustable curve or, better still, a French curve. These are templates made usually in pear-wood and containing a large variety of curves; they can be purchased for a few pence. Several types may be seen in the instrument-maker's catalogue, but one which the author has found very useful is shown in Fig. 125. For graphs it is desirable that the curve should have a long portion, such as AB, only very slightly curved near the end. A portion of the French curve agreeing well with, say, half of the sketched curve should now be found, and the French curve moved about until its edge exactly " picks up " some portion of the sketched curve. Then carefully ink in this piece of trie curve with a fairly fine line, using the ruling pen. Next move the French curve along and find another portion suitable for another piece of the curve and ink this in, taking care to make a smooth and continuous joint. Repeat until the curve is finished. Finally clean the pencil- Fig I25 ._ Frenc h Curve, ling off, and the finished curve will remain. With practice the French curve will be found quite easy to use. In all cases where any reading of values is required from the final curve, the line should be made fairly fine, but where only the general shape of the curve is required a fairly heavy line is advisable, as it stands out much better. Examples of this will be found in illustrations in technical books. For clearness the curves shown here are drawn thicker than is necessary. 5. Further Information Required on the Sheet. This depends upon the style of work and the use to which the curve is to be put, but in all cases the title of the curve should be written on the sheet. In our case the title is " Efficiency Curve for 90 H.P. Electric Motor." For a drawing office job there would be some order number and a drawing number, with the name of the firm for whom the tests were made, the place of test and particulars of the type of motor, e. g. t " Shunt Wound, 500 volts at 400 revs, per min." When two or more curves appear on one sheet, a title must be placed on each curve, as shown in Fig. 128, to distinguish between them, and to show which scale applies to each curve, for frequently 356 ARITHMETIC FOR ENGINEERS two vertical scales will be needed when two curves are drawn. In cases like this, the second curve is plotted quite separately from the first one. Any such information which applies to a particular curve should be neatly printed parallel to the curve. Interpolation. This is the process of finding from the curve values between those given in the table. Thus supposing it is necessary to know the efficiency of the motor mentioned on p. 347, at 50 H.P. and at 85 H.P., the required values are " interpolated " in the following way. Taking the 50 H.P., glance along the H.P. scale (Fig. 123) until this value is reached. Follow the 50 H.P. line upwards until the point is reached where the curve crosses this vertical line. Now glance horizontally to the left and read off this position on the efficiency scale. If the intersection comes upon one of the ^ lines the reading is easy, but if it is between two -$* lines, then the exact reading must be estimated as when setting out the points on p. 353 (see Fig. 124). In the case we are considering, the 50 H.P. line intersects the curve on the second T V line above -8, the reading, therefore, being '84. Thus we have interpolated the efficiency at 50 H.P. to be -84. In the second case, at 85 H.P., the intersection of the curve and the vertical line is about one-fourth of a small square below the -9 line, i. e., '005 below the '9. The reading is therefore -895. Example 354. The following table gives the safe working load in Ibs. allowable on a certain ball thrust bearing 2" dia., at various speeds, from 50 to 1000 revs, per min. Plot a curve of load upon a base of speed, and interpolate a suitable working load at speeds of 130 revs, per min., and 750 revs, per min. Speed, r.p.m. . . . 50 IOO 200 3OO 400 6OO 800 IOOO Safe load, Ibs. . . . 1 100 780 550 440 390 3 IO 275 240 Refer to Fig. 126. Scales. Base. Max. speed = 1000. Taking i" = 100 r.p.m., the base will require to be 10*, which is suitable. Vertical. Max. load = noo Ibs. Taking i" = 200 Ibs., this scale will require to be 5^ long, which is suitable. Plotting. This should present no difficulty. The points will all be found to lie exactly on the curve. Interpolation. At 130 r.p.m. the curve reads 680 Ibs. ; at 750 r.p.m. the curve reads 280 Ibs. - CURVES OR GRAPHS 357 O tOO ZOO 300 4-OO 5OO 6OO 7OO &OO 9OO IQOO SPEED IN R. P. M. O 5 10 15 eg 30 35 AO 28o '2TO Vacuunr^ Curve . H < Turb\ne C de nq ^1 ^N uPlanf ^5 < ^ ^> * 1 k ^'v, s ^ ^ cj ^ I2OOO 10000 14000 eeooo LOAD IN LBS OF STEAM PER Fig. 126. Curves to Examples 354, 355, and 356 358 ARITHMETIC FOR ENGINEERS Example 355. An experimental dynamo could be arranged " series " or " shunt " wound. Tests were made with each kind of winding to determine the " characteristic " curves, measurements of voltage and current being taken. The results are given in the tables below. Plot the curves (voltage on base of current) for the two cases, upon the same sheet, using the same scales. I. SERIES WOUND. Current, amps. . o 9'5 14-25 17 70 20 22 25-^5 26-5 Voltage . . . 8 44 62 76 79 77'5 72-5 II. SHUNT WOUND. Current, amps. . 8-75 103 17*5 101 29-25 34*75 4i 94 Voltage I0 5 99 96 Find from the curves the following information (a) The greatest voltage for the series machine. (b) The current at this voltage for the series machine. (c) The voltage of the shunt machine for the current in (b). Refer to Fig. 126. Scales. Since both curves are to be plotted to the same scale and on the same sheet, the scales must be suitable for the largest values in either table. Base. The greatest current is 41 amps, (say 40) in the shunt-wound case. Taking i* = 5 amps., a base of 8* is required. Vertical. The greatest voltage is 105, in the shunt- wound case. A suitable scale is i" = 20 volts, giving a height of 5*. Plotting. As the curves are quite separate, and the points of each very far apart, there is no need here to use two types of point. On the horizontal scale figures such as 29-25 can be exactly obtained as ^" 5 amps.; hence -25 is shown by half of a small square. On the vertical scale fa* = 2 volts, hence to show -5 for the last two points of the series case, one-fourth of a small square must be estimated. The Curves. In the series case all the points seem to lie well on the curve. In the shunt case the curve passes slightly above the third point and slightly below the fourth, going right through the others. Remember that the two curves must be labelled " series " and " shunt." Interpolation. (a) On the series curve the highest point reached (i.e., the greatest voltage) is 80 volts. (b) The current at this max. point is 23^ amps. (c) Following the vertical at 23$ amps, up to the shunt curve, the voltage is exactly joo. CURVES OR GRAPHS 359 Exercises 84. Cases Requiring the Origin. [Note. Answers can only be given where values have to be inter- polated or equations found. A suitable scale for some of the exercises will be found in the answers.] 1. Some values of wind pressure upon a sloping roof are given in the following table. Plot a curve showing wind pressure on a base of angle, and read off the pressure for the following angles : (a) 38, (&) 52. Angle of roof, degrees 10 20 30 40 45 50 55 60 Wind pressure, Ibs. per sq. ft. 12 23 33 42 45 47*5 49'5 50-5 2. Plot a curve of temperature upon time from the following figures, which were obtained in a test on the heating of a small electric motor field-coil. Time (mins.) o 2 4 6 30 IO 12 18 24 30 35 47 40 Temp. C . 21-5 23-5 26 35 36-75 40 43 45 47 3. The following figures give the voltage drop across the carbon brushes of a direct-current motor, at varying currents. Plot a curve showing drop on a base of current. Read off the voltage drop for the following currents : (a) 20 amperes, (b) 40 amperes. Drop, volts. . . 35 65 88 i'3 i'5 i-75 1-8 1-85 Current, amps. 4 Q 13*5 21-5 27-5 37'5 42 47'5 4. The weights of a particular exhaust valve are given below, for various sizes. Plot a curve showing weight on a base of bore, and estimate the probable weight of the following sized valves : (a) 8", (b) 16", (c) 22". Bore of valve in ins. . 6 IO 12 15 18 2OOO 2O 24 Weight in Ibs 400 690 840 1300 23OO 35 5. The following table gives the prices of certain expansion joints for steam-pipes. Plot a curve showing price on a base of diameter, and estimate the price of the following sizes : (a) 2%", (b) 3^", (c) 7". Diameter of pipe, ins. . 2 3 4 6 8 IO Price in shillings . . . 46 60 68 85 124 i8 5 ARITHMETIC FOR ENGINEERS 6. The following figures were obtained in tests on a dynamo arranged as shunt, series, or compound wound. Plot a chart showing volts on a base of current for each machine, using the same scale for each. SERIES WOUND. SHUNT WOUND. COMPOUND. Voltage. Current in Amperes. 16 O 19 25 36 35 61 45 85 Voltage. Current in Amperes. 83 O 80 19-5 77 34*5 75 46-5 70 71 Voltage. Current in Amperes. 81 O 84 13 85 23'5 86 38 86 48 7. The following figures give the resistance to motion of an engine and train, in Ibs. for every ton of total weight. Plot a curve showing train resistance on a base of speed. With the aid of the curve find the total resistance of a train whose complete weight is 285 tons and whose speed is 35 miles per hour. Speed, miles per hr. . o 12 3 7'5 5 6-5 10 12-5 15 17-5 20 77 25 30 6-8 40 50 70 19-7 Resistance, Ibs. per ton S-4 5-26 5-3 5*32 6 9 n-8 8. The following figures give some results of crushing tests of mixtures of sand and Portland cement. Plot a curve of strength on base of proportion. Interpolate : (a) the probable strength of a mix- ture of 4J to i ; (b) the proportion required to give a strength of 1500 Ibs. per sq. in. Proportion of sand to i cement i 2 3 4 5 7 8 10 Crushing strength in Ibs. per sq. in. 6600 6000 5000 2900 2050 1250 1050 650 9. The following figures give the least sizes of safety valve per- mitted by the B.O.T. requirements for steam boilers. Construct a chart showing area of valve on a base of boiler pressure. Find from the chart the area required for pressures of 50 Ibs., 180 Ibs., and 90 Ibs. per sq. in. Boiler pressure, Ibs. per sq. ins. 15 30 45 60 80 TOO 120 I 4 1 60 200 Area of valve in sq. ins. per sq. ft. of grate area 1-25 833 625 5 '394 326 "277 241 214 174 10. The breaking strength of tempered steel wire of various dia- meters is given in the following table, the diameters being given by their wire gauge number. Plot a curve of strength upon a base of gauge number. CURVES OR GRAPHS 361 Diameter, S.W.G. 2 4 6 8 9 12 16 20 Breaking strength in Ibs. 18460 13400 9470 6490 45oo 3650 I90O 720 830 Find from the curve the sizes of wire with the following breaking strengths: (a) 15,000 Ibs.; (6) 5000 Ibs.; (c) 350 Ibs. (Note. As only whole numbers exist in the wire gauge the next smaller whole number must be given in the answer.) Cases where the Origin is not Required. In the examples shown up to the present the figures to be plotted have included values from o upwards, and each scale, therefore, when marked off, has been stated at o, i. e., we have plotted from the origin. In the majority of cases this is necessary or at least advisable, but it is sometimes advisable to omit the origin on the sheet, as seen in the example which follows. Here in the case of the load the figures vary from 10,000 to 25,000, i. e. t there are no figures from o to 10,000. Similarly the vacuum varies from 2 7*35 to 28-65, i. e., there are no figures from o to 27. Now if this curve were plotted from the origin 4: O 5000 (0000 15000 20000 25000 Load . Lbs o Steam berlruf Fig. 127. the result would be as shown in Fig. 127, the curve lying in a very small portion of the paper and leaving the majority of the sheet blank. In addition to this, the plotting of the second decimal place given in the vacuum figures would be practically impossible with the small scale which would have to be adopted. Therefore those portions of the scales in which there are no figures to plot are omitted ; that portion of the sheet lying between the chain dotted lines is stretched out to fill our foolscap sheet. The load scale will then start at 10,000 and the vacuum scale at 27. Example 356. The following table gives the vacuum produced by the condensing plant of a steam-turbine installation. Plot a curve with the load as base. Load in Ibs. of steam per hour IOOOO 15000 17500 2OOOO 22500 25OOO Vacuum. Inches of mercury 28-65 28.3 28 27-9 27-65 27-35 The guarantee condition was 28* at the full load of 18,000 Ibs. Find from the curve the actual vacuum at 18,000 Ibs. 362 ARITHMETIC FOR ENGINEERS Refer to Fig. 126. Scales. The origin will not be used on either scale. Base Scale. Start, say, at 10,000. Then the scale must accom- modate from 10,000 to 25,000, i. e. t a distance of 15,000. A base of 15* would be very suitable, giving i* = 1000 Ibs., but is too large. The only convenient scale then is i* = 2000 Ibs., giving a base of i\" . Vertical Scale. Start, say, at 27 and go to 29, i. e., a difference of 2. Taking 2" for i, the total height will be 5", which is suitable. The scale is then y = -2 ; and since y is divided into five small squares, every small square is -04, and the second decimal place (*oi) can be plotted if a quarter small square be estimated. Plotting. The points follow a very flat curve, which might even be taken as straight, except that the general direction of the points suggests a curve ; none of the points appears to be exactly on the curve. Interpolation. At 18,000 Ibs. the curve reads exactly 28", so that the guarantee condition is satisfied. Example 357. Experiments were made upon three different types of electric glow lamp to determine their resistance at various voltages. The results are given in the tables below. Plot upon the same sheet, and to the same scales, a curve of resistance with voltage as base for each lamp. State, from an inspection of the curves, how the resistance varies with increase of voltage, in each case. I. Carbon Lamp. Voltage . 75 80 84-5 90 93'5 96 Resistance in ohms 937 93 91-9 90 88-6 88 II. Tungsten Lamp. Voltage Resistance in ohms 70 75 80 267 85 90 95 290 98 IOO 251 259 274 283 297 300 III. Tantalum Lamp. Voltnge 73-5 8 4 90 94 96 IOO Resistance in ohms 392 400 428 443 453 459 Refer to Fig. 128. Scales. The lowest voltage tabulated is 70 and the highest 100, t . e. t only 30 difference. The origin of the voltage scale, therefore, will not be shown. The lowest resistance is 88 and the highest 459, giving CURVES OR GRAPHS 363 500 Resistance -Vo\t-gq& a considerable difference. In this case, then, the origin may be shown. Thus, the resistance scale will start at o, and the voltage scale at 70. For this example it will be found advisable to use the foolscap sheet of squared paper with its long side vertical, as this arrangement enables better scales to be used. Base Scale. Requires from 70 to 100, i.e., 30 difference. Taking i" to 5 volts, a base of 6" is required, which is suitable for the short side of the paper. Vertical Scale.- Required to take 460. Allowing 50 ohms per inch, a total height of 9" is * required and suits the long side ^ of the paper. O Plotting. In the case of the tantalum and tungsten lamps the plotting is not difficult. As i* = 50 ohms, every small square is 5 ohms, and to plot to i ohm, one-fifth of a small square must be estimated. For the carbon lamp the decimals will have to be neglected. As one-fifth of a small square is the smallest that can be reasonably estimated, then i ohm is the least that can be plotted. Therefore 93-7 must be called 94, and so on. Only one style of point need be used, as the curves are some distance apart. Deduction. In the tantalum and tungsten lamps the resistance evidently increases with increase of voltage. In the carbon lamps the resistance decreases slightly with an increase of voltage. 75 80 95 90 VOLTAGE \oo Fig. 128. Curves to Example 357. Exercises 85. Origin not Required. 1. Plot a curve of Indicated Horse Power on a base of speed from the following figures, the result of a trial of a Diesel-engined vessel. Inter- polate the H.P. required at 10 knots. Speed in knots . 77 9-0 9-65 10-8 117 I.H.P 800 1 200 1440 22OO 2600 2. In an experiment to determine the effect of salt in water upon the boiling-point, the following figures were obtained. Plot a curve showing boiling-point upon a base of salt percentage. Estimate (a) the 364 ARITHMETIC FOR ENGINEERS boiling-point if there is 20% in solution; (b) the percentage of salt required to produce a boiling-point of 107 C. Percentage of salt in solution o 3'2 6-3 9'4 12*2 17-9 22'9 277 3i'9 Boiling - point inC. IOO ioo'5 IOI*2 IO2 102-5 I04-5 106 107-8 108-8 3. The following figures give the horse power taken by the circu- lating and feed pumps of a small condensing steam-engine at various speeds. Plot, on a base of speed, a curve for each pump, using the same scales. Speed. Revs, per min. . 40 45 5 55 60 65 H.P. of circulating pump 10-5 !5'5 18 27 4i-5 47 H.P. of feed-pump . . 4 5'5 6'5 7'5 9 15 4. The table below gives the specific resistance of the acid in accu- mulator batteries for different specific gravities. Plot a curve showing resistance on a base of specific gravity. Read off the specific gravity at which the resistance is least and also the resistance at that point. Specific gravity . 1-04 i -06 1-09 i-i i'5 I-I5 1-2 1-25 i'3 1-7 J '35 i'4 2-9 Specific resistance 2'5 2 1-9 i'3 i'3 i'4 2-15 5. Friction tests on a certain bearing gave the following results, the speed being constant. Plot a curve with friction on a base of temperatures. Read off the friction when the temperature is 85. Temperature F. . . 60 70 80 90 IOO no I2O Coefficient of friction 008 008 0063 0052 0045 0039 00 35 6. The following figures are from a turbo-electric plant, the load being constant while the vacuum varies. Plot a curve of steam con- sumption on a base of vacuum. Vacuum in ins. of mercury o 14 i5'3 19-3 22 25'3 26-6 Steam consumption, Ibs. per K.W. hour 34-3 31-2 29H 27-4 25'6 24 23-2 CURVES OR GRAPHS 365 Note. As the measurement of large quantities of steam is trouble- some, the points will appear rather irregular. Judgment only can settle the best curve through the points.) 7. The voltages obtained from an accumulator with varying strength of acids are given below. Plot a curve of voltage on a base of specific gravity, and interpolate the voltage when the specific gravity is i-i. Specific gravity of acid i Voltage . . . i*5 I -006 1-015 1-025 1-038 1-88 i -08 *'*5 1-2 1-25 1-7 1-8 1-85 1-94 2-0 2-03 2-O7 8. The weight of i cu. ft. of water at various temperatures is given below. Plot a curve showing weight on a base of temperature. Inter- polate the weight of i cu. ft. at temperatures of (a) 180; (b) 320. Temperature F. . . . 32 39 46 62-42 80 IOO I2O 140 Weight of i cu. ft., Ibs. 62-42 62-425 62-23 62-02 61-71 61-38 1 6O 200 220 26O 3OO 4OO 61 60-08 59-58 58-46 57-26 53-63 9. The following table gives the safe currents that may be carried by the usual sizes of iron wires employed for starting resistances. Plot a curve of current on a base of diameter. What sized wires will be required to carry the following currents : (a) 10 amperes ; (b) 25 amperes ? (Note. Take the next smaller whole number in each case.) Diameter in S.W.G. . 12 14 16 18 20 22 Safe current in amps. 5i 30 20 n-5 6-7 4-5 10. A certain water-supply problem was solved by plotting, the figures being as follows. Plot two curves to the same scales upon a base of h, (i) for i; (2) for I. Read off very carefully the value of h at which the curves cross each other. h 80 90 IOO no 1 20 13 i 2343 238 242 -245 -2485 252 I 2826 2706 .258 2444 2291 2116 366 ARITHMETIC FOR ENGINEERS The Straight Line. The name " curve " is applied to any graph, even though the points may lie upon an exact straight line. Probably none of the various curves met with in mathematics are more important than the straight line. In all cases where the relation or equation connecting two quantities is to be found from experimental results the straight line must be finally used. In drawing a straight line through the plotted points a ruler or set-square may be laid down and a trial line drawn in pencil. It will be found easier, however, to space the line evenly among the points, by using a piece of cotton or thread. Stretch the cotton between thumb and forefinger of each hand. Laying this taut thread through the points, it can be seen at once how they are balanced on either side. When satisfactory it should be noticed if the thread passes through any two of the plotted points a fair distance apart, or any prominent intersection of the squares, and by such guides the line can be drawn. Example 358. The Fahrenheit and Centigrade temperatures are connected by the equation F = 9 C + 32. Calculate values of F for the following values of C : o, 40, 80, 120, 150. Construct a " tempera- ture conversion chart " to convert between Fahrenheit and Centigrade readings, and to read from o C. to 150 C. The calculation is best carried out in tabular form thus, the values to be plotted being found in the first and last columns C. -?c + sa . F. ~ X + 3 2 = o -f 32 32 40 5 = 72+32 IO4 80 9 X 80 , ___. + 32 = M4 + 32 176 I2O 9 X 120 = 216 + 32 248 5 150 9 X 150 = 270 + 32 302 5 "^ Refer to Fig. 129. Scales. Origin will be required. Base. Required to take 150. Allowing i* = 20, a length of jy is required, and is suitable. Vertical. Required to take 302, say 300. Allowing i* 50, a height of 6" is required. CURVES OR GRAPHS 367 Plotting. On the base scale the points are easily found. On the vertical scale, since i" = 50 every small square = 5. Hence to plot to i, one-fifth of a small square must be estimated. All the points will be found to lie exactly on a straight line. TEMPERATURE FAHRENHEIT > J5 8 8 g S T< am pera^ure Conversion s ^q _g_rjt / y X X >X *\ X x* r iX x xl X / > ^ X X x S eo to eo QO 100 eo 1^0 i>o TEMPERATURE CENTIGRADE 6 5 CD z 3 o . LLJ o . Lf forh-Load Curve $or Wovm Gear J ^x X ^ x H x U^ xjj f > X X ^ X 2r" X X X J x O 5 to J 5 ao e5 30 35 40 ^5 50 Lo AD IN L BS Fig. 129. Curves to Examples 358 and 359. Example 359. The following table gives the corresponding values of effort and load in a small worm and worm-wheel lifting machine as determined by experiment. Plot a curve with load as base. Load, Ibs. 6-0 10-7 16-7 22 26-5 32 36*7 42 46-5 51-5 Effort, Ibs. . 9 1-42 2-12 2-6 3'3 3-72 4-32 4-8 5'53 6-0 B B 368 ARITHMETIC FOR ENGINEERS Refer to Fig. 129. Scales. The origin will be required. Base. Required to take 51-5, say 50. Taking i* 5 Ibs., a base of lo" will be needed, and is suitable. Vertical. Required to take 6 Ibs. Taking i" = i lb., a height of 6* will be needed, and is suitable. Plotting. Since i* = 5 Ibs. on the base scale every small square -5 lb., and the first decimal place can be plotted by estimating one-fifth of a small square. On the vertical scale i" = 10 Ibs. and each small square = I lb. As we cannot with accuracy estimate finer than one-fifth of a small square, one-fifth lb. (i. e. t *2 lb.) is the smallest amount we can plot. The second decimal place must therefore be neglected. The Curve. It will be seen that the points generally follow a straight line. A trial with thread as described shows that the line will be suitably balanced if drawn through the two extreme points. Exercises on plotting of straight lines will be found in Exercises 87, when finding laws. The Plotting of Negative Values. In the previous examples only positive values have been taken for each of the two quantities plotted, as required by the majority of curves met with. There are, however, certain cases where the values to be plotted are nega- tive, or perhaps both positive and negative. These are accommo- dated as follows : Instead of drawing our axes at the side and bottom of the sheet of paper, they are placed with the origin in the centre of the sheet and drawn right across, thus dividing the surface into four quadrants as shown in Fig. 130. Then on the vertical scale all 4- values are plotted from the origin upwards, and all values downwards. On the horizontal scale all -f values are plotted from the origin to the right, and all values to the left. Let us call the quantity plotted along the base x, and the quantity plotted vertically y. Then the four quadrants will take the various signs as follows : Right-hand top quadrant x -f and y + Left-hand top x y + Left-hand bottom x y Right-hand bottom x -f y Taken in this order, i. e., starting from the right-hand top quadrant, and going round " against the clock " the quadrants are numbered CURVES OR GRAPHS 369 for reference as 1st, 2nd, 3rd, and 4th (Fig. 130). The first quadrant where both quantities are positive is the one used up to the present. Evidently if our table of figures contains no negative values of any kind, only the right-hand top quadrant is needed, and is then arranged to fill the paper. The remaining three quadrants are more used in higher mathematics. If necessary to specify any one point, it may be done by writing down the two co-ordinates with their signs, stating the x or base value first. Thus a point whose distance along the base is + 3, or 3 to the right, and whose vertical distance is 2, or 2 below the origin, would be stated as (3, 2). The following example is merely to . ~ . , . , _ b . r J Fig. 130. Complete Axes for illustrate the above. Plotting. 1-4- 2 ND QuAD. + 3- . ("QUAD. oc . oc -t- y + y + -*- -3 -2 - 1 1 1 S \ i - - i 1 1 1 x - -i - . oc -f y " y - -z- -3 - 3 R QuAD. 4- QUAD. -4- Example 360. Plot the following points and letter each one as stated : A (3, 4) ; B (- 2, 3-5); C (- 1-5, - 3) ; D (1-5, - 5-5), the figures being inches. As a check on the plotting, join up the points in the order given, and measure the four sides of the quadrilateral so formed, viz. the lines AB, BC, CD, DA. The sheet of paper is to be used with the long side vertical. Refer to Fig. 131 The axes must first be drawn in the centre of the sheet. Plotting. Point A. Co-ordinates (3, 4). Plus sign understood. Therefore the point is in the ist quadrant, 3 horizontally and 4 vertically. Point B. Co-ordinates (2, 3-5). The horizontal distance is negative and the vertical distance positive. Thus the point lies in the 2nd quadrant, 2 horizontally to the left and 3-5 vertically upwards. Point C. Co-ordinates (1*5, 3). Since both are negative the point is in the 3rd quadrant, 1*5 to the left and 3 downwards. Point D. Co-ordinates (1*5, 5*5)- The horizontal distance being positive and the vertical negative, the point is in the 4th quadrant i -5 to the right and 5-5 downwards. In Fig. 131 the lines to be measured as a check are shown by a 370 ARITHMETIC FOR ENGINEERS chain-dotted line, and are measured as follows : AB = 5*02 ", BC = 6*52* CD 3-9% DA = 9-62". The following example requires the axes to be in the centre of the sheet, since the figures to be plotted require equal space in all four quadrants : Example 361. The following figures are taken from the results of an experiment on a sample of cast steel, to determine its curve of Fig. 131. Curve to Example 360. Fig. 132.- Curve to Example 361. magnetisation (known as the " B-H " curve), which indicates by its shape, etc., the suitability of the material for magnet cores, etc., in electrical work, (a) Plot the curve, with the magnetising force H as base ; (b) read off the values of B where the curve crosses the vertical axis, and, neglecting the minus sign, take the average of these two values (known as the residual magnetism) ; (c) read off the values of H, where the curve crosses the horizontal axis, and, neglecting the minus sign, take the average of these two values (known as the coercive force). CURVES OR GRAPHS H. Magnetising force in ampere turns per cm. 94 67-5 47 27 14 IOIOO B. Flux density in lines per sq. cm. I35 12600 12000 III30 11 3 4 -7'5 -10-5 B 8520 5^30 3900 960 -10-5 -14 1920 -18-5 -28 -37'5 960 4840 84OO IOIOO H -49 -64 -90 -6 3 37 B IIOOO I2OOO I3OOO 12700 i i 800 -3 10400 9000 H + 3 4-6-5 + 9 + 13 + 17 B -7300 5100 2100 + 775 + 455 + 22 6800 30 48 8700 10700 Refer to Fig. 132 Scales. Base. The greatest positive value is 94, and the greatest negative value 90. Then the total value to be accommodated is 184, say 1 80. Allow i" = 20, then 9* is required. This is rather wider than our foolscap sheet, but the scale is so convenient that it is advisable to use a larger sheet. Vertical. The greatest positive value is 13,050, and the greatest negative one is 13,000. Then the total height required is about 26,000. Allow i" = 2000, then 13" will be required. This is again longer than our sheet, but the scale is very convenient and very suitable for the larger sheet. Plotting. The first six points lie wholly in the first quadrant, both values being positive. The next three have base value , and vertical still 4-, i. e., they lie in the second quadrant. The following n points have both values negative, and thus lie in the third quadrant. The next three points have base values + an d vertical values , and there- fore lie in the fourth quadrant. Finally, the remaining points lie in the first quadrant again, and complete the plotting. The curve lies practically through all the points, and the two branches should be joined to the extreme point at each end, making a " closed " curve. Interpolation. (b) The curve crosses the vertical axis in two places : at + 7600 and at 8300. 372 ARITHMETIC FOR ENGINEERS Neglecting the sign the average = __ 7600 -f 8300 __ = 795 .*. Residual magnetism = 7950 lines per sq. cm. (c) The curve crosses the horizontal axis in two places : at -f- 12 and at n. Neglecting the sign the average = = 11-5 .*. Coercive Force = 11-5 amp. turns per cm. Example 362. The following values were calculated when solving a certain difficult equation Value of t Value of y 362 362-5 363 363-5 0033 0028 0013 -0012 364 - -0045 Plot the curve with the values of t as base, and read off accurately the value of / where the curve crosses the base line. Refer to Fig. 133 Scales. The origin will not be required on the base, as there are no figures up to 362, and the highest is only 364. Hence we start at, say, 361, which will keep the curve away from the vertical axis. Then from 361 to 364 is 3. Allowing i" = -5, a base of 6" is required, and is suitable. OO4 i u. O (f) UJ 3 ^ .004 Fig. 133. Curve to Example 362. Vertically the largest + value is -0033 and the largest value is 0045, giving a total depth of '0078, say -008. Allowing \" -ooi, a total depth of 4* is required. This is suitable, although by no means filling up our sheet. As only -}- values occur in the base scale, the second and third quadrants are not required. The vertical axis may then be placed towards the left-hand edge of the sheet, with the horizontal axis about halfway up as shown in Fig. 133. Plotting. As the scale is a very open one, the values can be plotted very exactly. Interpolation. The curve crosses the horizontal axis at 363-27. CURVES OR GRAPHS 373 Exercises 86. Plotting of Negative Values, etc. Plot the following points, and as a check measure (in inches) the distances named. (Take a scale of y = i on both axes.) 1. A (5, - i), B(-i, 5 ), C(2,i). Measure AB, BC, and CA. 2. A(- 4,3-5), B(- 4 , - 3-5), C(- 5 , - i), D(- 5 ,i). Measure AC and BD. 3. In solving a difficult equation in connection with the steam engine the following figures were obtained. Plot y on a base of r t and find the value of r at which the curve cuts the horizontal axis. Values of r 5 6 7 8 9 10 Values of y .67 45 23 - -03 ~ -30 - '59 4. The following figures were calculated when solving a difficult hydraulic equation by plotting. Plot the figures (with d as base) and read off the value of d at which the curve cuts the horizontal axis. Values of d . 1-2 i-4 i-3 ,6 i-7 Values of y . 1-142 -39 US 705 1-385 5. In connection with the flow of water in pipes it was necessary to solve a certain equation by plotting. Plot the figures given below (with e as base) and read off the value of where the curve cuts the horizontal axis. Angle e in degrees 298 303-5 309 315 321 Values of y . . 2-173 912 -29 - 1-435 2-499 (Note. The origin will not be required on the e scale.) 6. The following figures are for a B-H curve of a sample of armature iron. Only the half curve above the horizontal axis is given. Plot the half curve and read off the intersection on the vertical axis. B o 1000 2500 5OOO 6000 7500 7000 6000 5000 3000 1000 o KL i-55 1-7 2 O 2 6 3'i 4-0 2-3 65 --25 I'2 -1-55 -1-7 7. Plot the following figures with values of x as base. Interpolate the following points (a) The values of y where the curve cuts the vertical axis. (b) The values of x where the curve cuts the horizontal axis. (c) The smallest value of x. Values of x 3 i'3 -*4 -1-4 -17 -1-77 -i'5 -'75 *3 2-25 Values of y 1-7 1*2 '5 -15 e -1-25 -1-67 2*2 -2-73 -3'4 374 ARITHMETIC FOR ENGINEERS 8. Plot the following figures with x as base, and read off the three values of x where the curve cuts the horizontal axis. Values of x . -4 -3'5 -3 2'5 2 __ i -4 I Values of y . -8 5-62 14 I 8 18 10 1-94 -5'5 I i* 8 '3 3 3'8 4'i - 18 2 5'2 26-3 22 -6-1 3'4 9. Below are given some figures of the pressure at various temperatures of the two refrigerating agents in common use (sulphur dioxide, SO; and Ammonia, NH 3 ). Plot upon the same sheet and. to the same scales, a curve showing pressure on a base of temperature for each agent. Tern p.F. -40 -30 20 10 20 40 60 70 tn CT S0 2 3-i 4'4 6 8 10-4 17*3 27-3 4-5 50 in CO NH 3 9-2 13 I7-5 23 29-5 47 73 107 128 The Equation to a Straight Line. In many cases after an experiment has been made, and the values plotted, it is necessary to find out some equation or formula connecting the two quantities plotted. This enables us to understand the relationship better, and reduces the result of the experiment to a simple statement which any one can use without having to obtain a graph. This equation is spoken of as the law of the curve or the equation to the curve. Only the case of the straight line will be taken here, but equations can be obtained to any curve. Consider the straight line curve AD in Fig. 134. Draw a hori- zontal line Ad through the point A, where the curve cuts the vertical axis. Then any ordinate consists of two parts, a constant piece and a variable piece. Thus take any ordinate as 6B. It is evi- dently equal to bn + nB* Now it can be seen that the part bn is the same all along the curve, as the line Ad is parallel to the base. Let us call this the 1st constant. The portion above the * The expression bn here does not mean b x n, but only the line from b to n in Fig. 134. CURVES OR GRAPHS 375 line Ad, e. g., nB, evidently changes with the position of the ordinate, i.e., with the base value Ob. Considering this variable piece only, it can be seen that the triangles such as ABn are always the same shape ; in fact triangle ACp is only triangle ABn drawn to a bigger scale. These are known as similar triangles. Now, it is a principle in geometry that with triangles such as these " the ratio of the two perpen- dicular sides of each triangle is always the same/' Thus if Bn is half of An t Cp will be half of Ap. (This the student should verify by measure- ^ c ment.) Thus the ratio " vertical side l **' 3 *' -f- horizontal side" will be the same in any triangle, e.g., ABn, ACp, etc. In triangle ABn, the vertical side is Bn and the hori- zontal side An, and in triangle AC^>, the vertical side is Cp and the horizontal side Ap. Then ^ = -~, and so on for any other ordinates. An Ap Now the vertical side = variable piece of ordinate, and the hori- zontal side = base value. Then we have a ratio which is constant for our curve and which we can call the 2nd constant, i. e., variable base value /. variable piece = 2nd constant x base value Now, from some lines back, Any ordinate = ist constant + variable piece = ist constant + 2nd constant x base value To put this into a shorter and more mathematical form Let y represent any ordinate ; and % the corresponding base value Let a represent the ist constant ; and b the 2nd constant Then writing these symbols in place of the words in our previous statement, we have y = a -f bx This is the form of the equation to any straight line. The constants a and b, of course, vary for different cases, but are constant for any one curve. The signs of a and b may be + or , depending on the position of the line. The following examples are intended to show how the values and signs of the constants a and b affect the line. When plotting ARITHMETIC FOR ENGINEERS straight lines from equations such as the following there is no need to calculate and plot many points. It can be seen from Ex. 363 that such calculated points lie exactly on the line. To fix the position of a straight line only two points are required, the line being merely drawn through them with a straight-edge. But then any blunder in calculation would not be shown by the plotting. Thus it is necessary to plot three points, say two extreme ones and another approximately in the centre of the line. Then all three should lie exactly on the straight line, otherwise there is an error. Example 363. Plot on the same sheet the curves showing the three following equations, between the limits x = 2 and x = + 2. (a) y = i + 1-5*; (b) y = 1-5*; (c) y = 2 + 1-5*. Calculations : X I + i'5v ay 2 I + -3 === 2 + '5 i 4- -75 = i'75 -f 2 i +3 = 4 X i-5r = y x -2 + 1-5* **y _ 2 3 _ 2 -2 + - 3 _ 5 + 5 75 + '5 - 2 + -75 - I-2 5 + 2 3 + 2 -2+3 I The curves are shown plotted in Fig. 135. The following points should be noted from the above plottings : When the sign of the constant "a" is +, the line cuts the vertical axis above the origin. See curve (a). When the constant a is o (i. e., when there is no constant a), the line passes through the origin. See curve (b). When the sign of "a " is , the line cuts the vertical axis below the origin. See curve (c). Naturally the distance from the origin is given by the value of the constant a. Example 364. Plot on the same sheet the curves showing the following equations between the limits x = 2 and x = + 2, (a) y = 2 + 3*; (b) y = 2 + -5*; (c) y = 2 2X. Calculations : x 3* + 2 -y 2 6 + 2 4 5 I '5 + 2 3'5 2 6 + 2 8 # 5* +2 = y 2 -1+2 i 5 25 + 2 2-25 2 I +2 3 The curves are shown plotted in Fig. 136. # 2 2* = y 2 2 - ( - 4) 6 5 2 1 I 2 2-4 2 CURVES OR GRAPHS 377 The following points should be noted from these plottings. When the sign of the constant b is +, the line slopes from the left- hand bottom corner to the right-hand top corner. This can be called a " positive " slope. When the sign is , the line slopes from the left-hand top to the right-hand bottom corner. This can be called a " negative " slope. The greater the value of the constant b, the greater is the amount of slope. Should the constant have for its value o, then the slope Fig. 135. Curves to Example 363. Fig. 136. Curves to Example 364 is o i. e., the line is horizontal and its equation is then y = a, the a being the intercept on the y axis. The value of the constant b is called the slope of the line, and is the ratio " variable piece -f- base value/' as already stated. Thus, taking the ordinate at -f 2, on curve (a) in Fig. 136, the variable piece is 6, and the base value 2. Then, constant b = 3, which, of course, appears in the given equation. To obtain the Equation to a Straight Line. This easily follows from the previous section. In all cases the curve must be 5 - 4- ?3 3- 378 ARITHMETIC FOR ENGINEERS plotted from the origin, if the law is to be found. If necessary, the line should be continued to cut the vertical axis. The reading at which the line cuts the vertical axis is the value of the constant "a." The sign must, of course, be included when reading. Thus in Fig. 137 the line cuts the vertical axis at 1-57. To find constant b glance along the curve near its extremities, and find a point somewhere near each end, where the co-ordinates are definite figures (i. e., the reading does not have to be estimated). Thus in Fig. 137, at point A the line has the co-ordinates (-5, 2) and at B (4, 5). From these two points v . . _ draw horizontal and vertical lines to ' cut, as shown, at the point C. Note Fi S' X 37- the length of the vertical BC, on the vertical scale ; in this case 3 (i. e., 5 2) : also the length of the horizontal line AC on the base scale ; in this case 3-5 (i. e. t 4 -5). Then, constant b = r . T ,-, and the sign is determined by horizontal & J the direction of the slope. o For the line in Fig. 137, b = --- = '857, and the sign is -f from the direction of the slope (see p. 377). Then the equation is y = i-57 + -857* Any two points can be taken in estimating b, and it is therefore best to choose points of definite and easy co-ordinates, by which means it is often possible to see the value of b at a glance. The method of checking the equation is given on p. 379. Obviously the whole variable piece of the ordinate at 4 (viz. Bp) and the whole base value mp (i. e., 4) might have been taken; but as the point m seldom cuts the axis at some round figure, an estimation has to be made, which is longer and more liable to error. Since the triangles ABC and mBp are similar, the ratio " vertical side -f- horizontal side " is the same in each case. Thus the vertical, Bp = 3*43, and the horizontal mp = 4, therefore the constant b ~ = -857 as before. 4 Before plotting the straight line to determine the equation from any experiment, it must be decided which quantity is desired in CURVES OR GRAPHS 379 terms of the other, or in other words which is to be the " y " quantity, and which the " x." The quantity required in terms of the other is plotted vertically. Thus supposing figures were given of H.P. and steam used in an engineering test and it was desired to find the equation for steam in terms of H.P., then steam would be plotted vertically (i. e. t the " y " quantity). In the examples given in this book it will be stated which quantity is required in terms of the other. In any case the equation can be transposed. Example 365. The following figures were obtained from a test on a small quadruple expansion steam engine. B.II.P 4Q 60 QI QQ 116 1^7 I-dS Steam used, Ibs. per hr . 960 1190 1440 J 55 175 2OOO 2090 De (ermine the equation giving steam used in terms of the H.P., in the form y = a -f- bx. Check the equation by calculating from it the steam used 'per hour, when the B.H.P. is 36. Refer to Fig. 138. As steam is required in terms of B.H.P., plot steam vertically and B.H.P. horizontally. The scales and plotting should present no diffi- culty, and the points will be found to follow a straight line very well. The Equation. Let H = B.H.P. and W = Ibs. of steam per hour. Then, W = a + 6H, where a and b are constants Producing the line to cut the vertical axis, the intersection is at -f- 370, which is the value of a. Two points have been selected near the ends of the line where the co-ordinates have definite values. These are : (124, 1840) and (20, 600). From these points vertical and horizontal lines have been drawn as shown. The length of the vertical line is 1840 600 = 1240 The length of the horizontal line is 124 20 = 104 vertical _ 1240 104 Then constant b 11-91 horizontal and the sign is -f- since the slope is to the right and upwards, the equation required is W = 370 -f 11-9H Then Check. when H = 36, W = 370 -f- 11-911 = 370 -f- n-9 X 36 = 37 + 4 28 = 7 ( )8 For H = 36 the curve gives W reasonably correct. 800 barely, so our equation is ARITHMETIC FOR ENGINEERS Example 366. The following table gives the diameters of the largest step on the cone pulley of some large lathes. Plot the curve, and assuming a straight line, find its equation, giving diameter of step in terms of height of centre. Height of centres, ins. . 12 18 24 30 3<> 34 42 66 Dia. of largest step, ins. . 22 26 30 3i 40 5 O 4O 6O 8O IOO |2O 14O IGO BRAKE HORSE POWER H Q 50 z 30 eo Cone PULLEY Pioms - Larhes' MG *&-- r i i i i i i O IO 20 3O 40 50 60 70 HEIGHT OF CENTRES IN INS H Fig. 138. Curves to Examples 365 and 366. Refer to Fig. 138. To give diameter in terms of height of centre, diameter must be plotted vertically and height horizontally. The scale and plotting are shown in Fig. 138. The points lie rather irregularly, but a straight line can be drawn to balance. Equation. Let H = height of centre in ins., and D = diameter of largest step in ins. Then, D = a + 6H, where a and b are constants CURVES OR GRAPHS 38i The line cuts the vertical axis at -f 16, which is then the value of a. This intersection is a good point to use for finding 6; (54, 44) is taken at the other end. Then, the length of the vertical line is 44 1 6 = 28, and of the horizontal line 54 o = 54. Then, constant b = i-^^^i = = -519, say, -52 horizontal 54 D J J The slope being from left to right and upwards, the sign is -f Therefore the equation is, D = 16 + -52H ^ O 100" ZOO 300" 4OO 50O 60O 700 80O 90O 1000 ^ TEMPERATURE FAHRENHEIT t Fig. 139. Curve to Example 367. Example 367. The following figures are the results of experiments on the yield point strength of mild steel at various temperatures. Plot the curve, and, assuming a straight line law, find the equation giving yield point strength in terms of the temperature. Yield point strength, tons per sq. in. 16 I5'2 13 I3'5 ia-8 1 1'3 10-7 9'6 87 7'7 6-3 5'5 Temperature F . . . o 66 210 300 390 480 570 60 750 840 930 IO2O Refer to Fig. 139. Strength is required in terms of temperature, therefore strength will be plotted vertically. A larger sheet of paper is used to accommodate a better scale. The points lie very irregularly, but the line shown is about the best that can be put in. ARITHMETIC FOR ENGINEERS Equation. Let W = yield point stress and / = temp. F. Then, W = a + bt t where a and b are constants. The line cuts the vertical axis at + 16, which is thus the value of the constant a. This point is convenient for finding the slope; the other point taken is (noo, 6). Then, the horizontal distance = uoo, and the vertical distance = 16 6 = 10. /- , , , vertical 10 Constant , . - -,--.- = = -ooooo. sav, 'oooi. horizontal noo ^"b^y> *<*y, y In this case the slope is downwards from left to right, and therefore the constant b is negative. Then the equation is W 16 - -0091 1 Exercises 87. On Straight Lines and Finding Laws. 1. The following figures were taken when stretching a helical spring. Plot a curve of extension on a base of load, and find the equation giving extension (e) in terms of load (w). Load, Ibs. . . . o 2 4 7 9 1-8 Extension, ins. 4 8 !*4 II 2. The following table gives the prices of some geared pulley blocks. (a) Assuming a straight line law, find an equation giving the price (P) in terms of the capacity (W) ; (b) using the equation obtained, calculate the price of a block having a capacity of 5 tons ; (c) read off the price of a 5-ton block from the curve. Capacity in tons . i I 2 4 6 I5'25 8 Price, . . . . 4 5 7^5 10-5 18 3. The following figures give the voltages necessary to cause an electric spark between two needle-points in air, when d millimetres apart. Plot a curve and find the equation giving voltage (V) in terms of distance (d). Distance apart in millimetres 6 10 14 18 22 26 3 Voltage 5000 7500 IOOOO 12500 I5OOO 17600 20100 4. In some experiments on the breaking strength of rolled copper at various temperatures the following results were obtained. Plot the CURVES OR GRAPHS 383 curve, and, assuming a straight line law, find the equation giving strength (/) in terms of temperature (/). Temperature, F 60 2IO ^OO 4IO ^oo 600 Breaking strength, tons per sq. in. . 17-8 17-4 16-4 16 15 14-2 5. Taking a number of lathes of somewhat similar designs, the width of the cone pulley steps is given in the following table. Plot the figures, and, assuming a straight line law, find the equation giving width (w) in terms of height of centres (H). Height of centres, ins. . 6 8J 9 io| 12 15 18 Width of step, ins. . 2* 3t 3J 3J 4l 5i 6 6. The weights of some surface condensers are given in the follow- ing table, with the cooling surface. Plot a curve of weight on a base of cooling surface, and interpolate an approximate weight for con- 'densers having (a) 5000 sq. ft. ; (b) 2600 sq. ft. Find also an equation giving weight (W) in terms of square feet of cooling surface (S). Cooling surface, sq. ft. 400 IOOO 2OOO 3OOO 4OOO 6OOO Weight in Ibs. . . . 3040 6310 II4OO I7IOO 2IIOO 32700 7. The following figures were obtained in the tensile test of a piece of mild steel bar within the elastic limit. Plot a curve of load upon a base of extension, and find the " slope " of the line. Note. The curve must pass through the origin. Load in tons . 1-76 3-52 5-28 7-04 Extension in ins. . . 0024 0047 0075 0102 8. A test of a small oil engine gave the following results BH.P I'O 2'I 3*o 4.*2 Oil used per hr. in Ibs. . 1-07 2-16 2-85 3-91 4-40 5-3 4-90 Plot total oil used, to a base of horse power. Calculate also the oil used in Ibs. per H.P. hour, and plot these figures upon the same base. Interpolate the total oil used and the oil used per H.P. hour at 5 H.P. c c ARITHMETIC FOR ENGINEERS 9. A test on the resistance of a metal filament lamp gave the follow- ing values - Voltage in volts 30 40 5 60 70 80 Current in amps. . 2 23 24 26 27 '3 Calculate for each pair of values the resistance in ohms (i. e. t voltage -f- current), and plot a curve showing resistance on a base of voltage. Find the equation giving resistance (R) in terms of voltage (V). 10. In a certain experiment the following figures were obtained. Find the equation giving L in terms of /. Values of / . 6025 81 1*017 818 1-243 1-6 Values of L . . 1-023 933 746 '55 11. The following table gives the latent heat of ammonia at various temperatures. Find an equation giving latent heat (L) in terms of the temperature F. (t). Temperature F. - 30 10 20 40 80 90 Latent heat .... 589 573'5 55 534 5 02 '3 494-2 12. The prices of some centrifugal pumps are given in the following able. Find an equation giving price (P) in terms of size (D). Size of pump . Price, 44 7 8 9 10 12 102 5^ 62 70 86 13. In connection with aircraft engine radiators the relation between, the boiling point of water and the altitude is important. The follow- ing table gives the boiling point at various altitudes indicated by the oidinary altimeter. Altitude in feet 5,000 10,000 15,000 20,000 25,000 30,000 Boiling Point degrees Centi- grade 100 94'9 90-0 85-25 80-6 7 c-i 7*-75 Find the law giving boiling point (T) in terms of altitude (H). Assume a straight line passing through the first point. CHAPTER X THE SLIDE RULE [The student should study this chapter with a slide rule at hand.] Introductory. The slide rule is a mechanical aid to calcula- tion ; a " labour-saving " device by means of which many arith- metical calculations can be performed with very little expenditure of time and energy. Its principle is logarithmic, and although the slide rule may be used without any knowledge of logarithms, the student is advised to study the latter first, as he will then appreciate much better the possibilities of his instrument. Some students appear very loath co learn the method of em- ploying this most useful instrument, even when they possess one. This is partly due to the fact that at first their calculations with the slide rule are more troublesome and perhaps take longer than when worked in the ordinary manner. This difficulty must be expected in the early stages of yising a strange machine and only^ practice will surmount it. The student should endeavour to use his slide rule upon every possible occasion, when its use will gradually become second nature to him. To employ the slide rule quickly and easily it is essential that he should be able to " approximate" with ease, and the material on p. 61 should first be thoroughly grasped. Description. The slide rule is made in three varieties, the straight, the circular, and the spiral. The straight type is the only one treated here, as it is by far the most common. The circular type is more easily carried in the pocket, but is hardly as accurate. The spiral form is very bulky, and very expensive, and is therefore beyond the reach of the average student. The straight type is made in various sizes, varying from about 5* to 40' long. For all general purposes the " lo-inch " slide rule is by far the most suit- able, and is the one most commonly met with. An example of the 10" rule is shown in Fig. 140, half full size. It consists of a frame or stock F, grooved centrally to receive the slide S. Both these parts are of mahogany, and the surfaces carrying the various 385 386 ARITHMETIC FOR ENGINEERS OJ -J UJ t-ro a J2" I in bO S .- THE SLIDE RULE 387 scales are faced with white celluloid. The central portion of the stock is slotted lengthwise by the thin slit /, and a piece of thin sheet steel is placed at the back. This gives strength and elasticity, permitting the stock to be closed in, so as to grip the slide better, or opened out to give greater freedom to the slide. New rules are usually rather stiff in action, but with use they become more free, so it is unwise to open out the stock, as this will tend to looseness in later years. A stiff rule can be eased by the application of a little blacklead to the grooves and rubbing edges. When through use the slides become slack, the stock should be closed in, so that the slide cannot be shaken from any set position. This is done by removing the slide, and wrapping a handkerchief round the frame. Then holding it with both hands near the end, a steady grip should be applied, which brings the edges of the grooves slightly together. Then repeat further along, until the whole length is travelled. On replacing the slide it will be found appreciably tighter. A light aluminium frame, called a cursor or runner, and carrying a piece of thin glass embraces the whole width of the rule, sliding in grooves upon the edges. A thin steel spring P, of the " carriage " type, in the top of the frame prevents any shake. A fine black line is engraved vertically in the centre of the glass, and passes across the 4 scales carried on the face of the rule. These scales are usually lettered at the ends as ABCD, starting at the top, and A and B are identical, A being on the stock and B on the slide. Also the scales C and D are identical, C being carried on the slide and D on the stock (see Fig. 140). Frequently these four are spoken of as two only, A and B being called the " top scale " and C and D the " bottom scale/' These scales occupy a length of 10* (the exact length is often 25 cms., but the rule is still known as a 10* rule). In the later designs there is sufficient space beyond each end of the scales to permit of the cursor line being placed right over the end division. Division of the Scales. The " bottom scale " is divided into 9 spaces, the 10 lines starting from the extreme left being numbered i, 2, 3 8, 9, i. These are the ist significant figures of the numbers used. The lengths of the 9 spaces decrease steadily from left to right, and in consequence of this the subdivision is not uniform. From I to 2 the space is divided into 10 parts, and each of these into a further 10 parts. These also decrease steadily from left to right as seen at A, Fig. 141. The subdivision from I to 2 gives the 2nd significant figures (of numbers between i and 2), 388 ARITHMETIC FOR ENGINEERS and the smallest divisions are the 3rd significant figures. By estimation the 4th can be obtained, but it is not very reliable. From 2 to 4 each main division is split into 10 parts, and each of these into 5 parts (see B, Fig. 141). The first 10 parts give the 2nd significant figure, while the 5 parts only give exactly the 3rd significant figures 2, 4, 6 and 8. By estimation the inter- mediate ones are obtained ; an attempt at the 4th figure may be made, but is difficult. From 4 to the end each main division is also divided into 10 parts (see C, Fig. 141), but each of these divisions is only split into 2 parts. The 2nd significant figure is marked, and K <3*3 c.ise. Qillll|iill|lili|im| TtTTTTTimti Sub-dlvis\on -fvom 5 I Sub-di vision -from 2. to 6 7 8 Sub -division -frow A- Yo End. Fig. 141. Subdivision of, and Readings on Scales C and D. also the 5 in the 3rd significant figures. By estimating one-fifth of the smallest division the 3rd significant figure can be obtained, but no more. The accuracy of the 10* slide rule is thus limited to the 3rd or 4th significant figure, which is quite sufficient, however, for ordinary engineering work. The " top scale " consists of two halves, end on, and exactly the same, each half being similar to the " bottom scale." The subdivision is not as fine, since the lengths are not as long. This is dealt with further on p. 405 (see Fig. 149). The back of the slide carries three scales, only one of which will be considered in this book. Usually the edges of the body carry a scale of inches and tenths THE SLIDE RULE 389 on one edge and a scale of centimetres and millimetres on the other ; these are very convenient for drawing, etc. ; they are not shown in Fig. 140. Many varieties of slide rules are made, with special scales for extracting various roots, areas of circles, resistances of electric conductors, etc., but unless one is doing a considerable amount of such special work, the extra scales do not warrant the expense. Method of Reading. As with logarithms, only the significant figures are dealt with on the face of the slide rule, and when finding any reading on the scales A to D only the significant figures of the number are noticed. The ist significant figure is one of the main printed numbers I to 9. Great care must be taken at first that the printed numbers from between 1 and 2 are not mistaken for these 1st significant figures. The 2nd significant figure is one of the next subdivision (which from i to 2 are numbered, but nowhere else). For ease of reading the fifth line of these subdivisions is rather longer than the rest. The 3rd significant figure may be actually marked (as between i and 2) or may have to be estimated. Accurate estimation can only be obtained by practice, preferably under careful supervision. The cursor is particularly valuable when estimating, as its line is fine and extends right across the scales. In all cases the beginner should be exact in his settings and read- ings ; speed in using the slide rule is only attained by practice. In Fig. 141 are shown various sample readings on the bottom scale, only the significant figures being given. In reading these values the digits should be read separately and not as a complete number ; thus 21 is read as " two one/' and not " twenty-one " ; 336 as " three three six/' etc. At a is shown 21; at b 336; at c 152 ; and at d 785, all of which require no estimation, the third figure being marked. At e is shown 285 ; the first two figures 28 are easily found. Then from 8 to 9 the subdivisions read 2, 4, 6, 8 and the 5 is halfway between the 4 and the 6. At /is shown 317, the last figure being halfway between the third and fourth sub- division lines. At g is shown 578; the 57 is easily found. The next short line is 575 and the following long one 58. Then, as 578 is 3 more than 575, three-fifths of the next division must be estimated. Similarly 832 is shown at h. An estimate of the fourth figure for numbers between i and 2 is given at k, which shows 1343. Advice as to Holding the Rule. Fineness of adjustment is essential, and the rule should be held so as to obtain this. It is usually convenient to hold the left hand end lightly in the left hand. Placing the right hand underneath the rule the cursor may 390 ARITHMETIC FOR ENGINEERS be moved with the forefinger and thumb on the top and bottom respectively. This is preferable to using the right hand on top, as no shadow obscures the cursor. The slide may be moved from its closed position by either forefinger. When once out it may be manipulated by finger and thumb. A very fine adjustment may be obtained by placing the thumb and forefinger holding the slide against the end of the frame as indicated in Fig. 142. A slight bending of the thumb and forefinger, while keeping them pressed against the end of the frame, will now produce a very fine motion of the slide. This will be found particularly useful when using a new rule, which is rather stiff. If the slide is manipulated without supporting the thumb and forefinger against the frame, it will continually be overshooting the mark. Fig. 142. Holding Slide Rule to obtain Fine Adjustment. Operations on the Slide Rule. The rule can be used for multiplication, division, finding of various roots, finding logs and antilogs, and for other operations not treated here. It must be noted that the slide rule cannot perform addition and subtraction. By far the most common operation to be performed is that of combined multiplication and division. All multiplication and division is to be performed on the bottom scale. In every case the operation is started and finished on the frame or D scale. In the following descriptions the word " cursor " will frequently be used to denote the line on the cursor. Division. To divide one number (say, 7-5) by another (say, 3) proceed as follows : 1. Place the cursor exactly over the number to be divided (in this case 7-5) on the frame or D scale. 2. Move the slide to bring the divisor (in this case 3) on the slide or C scale exactlv under the cursor. THE SLIDE RULE 391 3. Shift the cursor to the end of the slide, setting it carefully over the extreme line. 4. Read under the cursor on the frame or D scale. This reading gives the significant figures in the quotient, in this case 25. 5. In approximating for a result settle the position of the decimal point and place it in the significant figures read. The approximation in this case is very simple. Thus ^ is evidently a little more than 2 ; then our result is 2-5. This order of operations must be strictly kept. At first the examples taken will be those not requiring any estimation of a reading. The setting of the rule is shown in the figures referred to for each case, the actual readings of the results being indicated. .Divi'sor on Slide x / |A| \N? to be divided on O 5ce*le on D Scale o** D *=>cal<= Fig. 143. Division by Slide Rule. The student should perform each step in the order given in the following examples, comparing his various settings with the diagrams. The method of carrying out the operation of division is shown in Fig. 143. Example 368. Work the following divisions with the slide rule. (a) 5*; (b) *2; (c) *3 ; (d) 33* v ' 4 v ' -46' v ' 3-12' v ' 51-5 Refer to Fig. 144. In the following examples the same letters are used in the figures as in the explanation. (a) 1. Place cursor at 56 on D scale. 2. Shift slide to right, placing 4 under the cursor. 8. Shift cursor to left-hand end of slide. 4. Read off 14 on D scale (the cursor will appear over a printed figure 4. Re- member that this is 14, being between i and 2). Approximating, ^~ will be something over 12. Then our result is 14. (b) 1. Place cursor at 23 on D scale. 2. Shift slide to left, placing 46 under the cursor. 3. Shift cursor to right-hand end of slide. 4. Read off 5 on D scale. Approximating, ;? == ^ = about 5. So our result is 5. 392 ARITHMETIC FOR ENGINEERS Ic 1 j J.ll.l,, III DM III III! mi iiimni]iiii|inijiiii mill { 1 1 ' e 3 ^ r TResulr 'Cursor 1. Set- cursor ar 56 onD , M , , ^ . , _. o e i. >i /- j 3. Under Ion C.read 14- on D. 2. Set" -4- on C u^der cursor SETTING SLIDE (a) READING RESULT in] JOE Resuir. I. Scf cursor at- S3 onD ^,i.-^ ir- r^ o e w /\ /- /- ^ 3. Under lonC.read 5 on D. 2. Ser- 46 on C under cursor .^ ' SETTING SLIDE READING RESULT 8 I C 1 ^ ,',11,1,. 1TTI T| | \\ Jill II | lllMIIM mi 11 ll IT! I III! Illll II u III III! 1 t : b Resulh 'Cursor . SeV cursoral- 85 on D 2 Ser 312 on Cundar cursor 3. Under I on O y read 66 on D. SETTING SLIDE READING RESULT 891 I ll t ' Cunsor I Result I Ser cursor a Ir 33 on D a ser 5^5 on C under cursor .oUnder I on C ; read G45 onD SETTING SLID.E READING RESULT. Fig. 144. Settings for the Divisions of Example 368 THE SLIDE RULE 393 (c) 1. Place cursor at 83 on the D scale. 2. Shift slide to right, plac- ing 312 under the cursor. 3. Shift cursor to left-hand end of slide. 4. Read off 266 on D scale. Approximating, ~ = say, , i. e. t something over 200. Then our result is 266. (d) 1. Place cursor at 332 on D scale. 2. Shift slide to left, placing 515 under cursor. 3. Shift cursor to right-hand end of slide. 4. Read 645 under cursor on D scale. Approximating, - = about - or 5i'5 500 -, = '6. Then our result must be '645. When the student can work exercises like the foregoing with accuracy, he may attempt those requiring estimation of readings such as the following : Example 369. Perform the following divisions with the slide rule. gf Refer to Fig. 145, which indicates concisely the operations. (a) 1. Place cursor halfway between the graduations denoting 1 17 and 1 1 8. 2. Shift slide to left, placing 5 under the cursor. 3. Shift cursor to right-hand end of slide. 4. On the D scale the line will be found midway between the lines denoting 234 and 236. The reading is then 235. Approximating, ^5 is evidently about 2 ; then our result is 2-35. (6) 1. Place cursor halfway between the graduations showing 344 and 346. 2. Shift slide to right, placing 12 under the cursor. 3. Shift cursor to left-hand end of slide. 4. On the D scale the line will be found one-fourth of a small division to the left of the gradu- ation 288 (see enlarged view in Fig. 145). The previous graduation reads 286. Then halfway is 287 and our reading is 2875. Approxi- mating, 2 A3 js about , i. e., 3. Then- our result must be 2-875. (c) 1. Set cursor at either extreme end of the D scale, the right- hand for preference. 2. Shift slide (to the right) placing 746 under the cursor. The graduation 745 is marked. Then one-fifth of the distance between 745 and 750 must be estimated (see enlarged view in Fig. 145). 3. Shift cursor to (left) end of slide. 4. Read 134 exactly. Approximating, ^- is evidently just over i. Then our result is 1-34. (d) 1. Set cursor between the graduations of 605 and 610, estimating three-fifths of the smallest division to the right of 605, giving 608 (see enlarged view in Fig. 145). 2. Shift slide to the right, placing 528 beneath the cursor. The graduations 525 and 530 are marked and three-fifths of the small division must be estimated beyond the 525. 394 ARITHMETIC FOR ENGINEERS Cursov Scr cursor ah 1175 on D. 5* on C under cursor. SETTING SLIDE 3. Sef cursor at" I on C. r. Read 2.55 under cursor on D READING RESULT o Q7C Enlarged View -for 1 Khe esttwiatfon in J> -i t ; esel i ess 287 I 7 t 5 I 2t ||j; Enlarged Vtew for hhe Result- T Cursor .Se,r cursor a V- 34 5 on U. 2. Sc^ 12 on C under cursor 3-Str cursor at" Ion C 4. Read 875 under cursor on D Enlarged View -for Hne, in d 60OJ liUJJGlO I 605 ' D tun Cursor* ' Result I. SeV cursor a r 1 on D. 3 . Under I on C, read lb^ on D. Se* 74G on C onder cursor SETTING SUDE (C ) READING RESULT D l iiiiliiii nil ini|iiii Resulr: 3. SeV-cursoroK 1 onC. . Ser 58on C under cursor ^* ^^^^ ^51 under cursor on D. SETTING SHOE (S) READING Fig. 145. Settings for the Division of Example 369 THE SLIDE RULE 395 8. Shift cursor to left-hand end of slide. 4. The line will be found a shade to the right of graduation 1150, say 1151, this being our reading. Approximating, ~ is just over i. Then our result is 1*151. The principle of the Slide Rule cannot be fully explained until the reader understands the theory of logarithms, but some idea of the principle may be given. It has been seen in Chap. VI, that to divide one number (X) by another number (Y) we subtract log Y from log X, and obtain the log of the result. Now the bottom scale of the slide rule is really a logarithm table. The distance of any graduation from the left-hand end represents the logarithm (decimal part only) of the reading at that graduation. Thus the distance from i to 2 represents the log of 2 (i. e. t -301), the distance from i to 55 represents the decimal part of log 55 (i. c. t 744)> and so on - & _ E i H LI Lo. o 'N; JM o^g ^ L 9 f Divisor I Lob.x-f LoaYl r ~ .of.N9 Fig. 146. Illustrating Principle of Slide Rule. Let us consider the case 9-4-2, and refer to a, Fig. 146. The figure 9 is first found on the D scale; and distance LM is log 9. Now the slide is moved to the right to bring 2 on the C scale at point M; and distance NM is log 2. Then evidently distance LN = LM - NM = log 9 log 2. Now at N on the D scale we read off 45 (read as four five). Then distance LN is log 45 and therefore 9 log 2 = log 45 ; or since subtraction of logs means division of numbers ^ = 45 (four five) as we know. Exercises 88. On Division. Perform the following divisions with the Slide Rule 1. 24 -T- 2. 2. 55 ~ 25. 3. 6-8 -r -81 4. -392 - -67. 5. -194 ~ 6-3. 6. -153 -^ 15. 7. 96-5 -109. 8. 2-28 ~ -0252. 9. -384 -i- 25-6. 10. 308 -^ 725. 11. 223 4- 425. 12. 27-5 4- i-i 13. -083 - 3-03. 14. 4475 -r- 384- 15. 397 + 8 4'5- 16. 5-28 20. 17. 417 -- 182. 18. -682 -r -745. 19. 13*55 -r '0209. 20. 1012 -f- 9-17. 396 ARITHMETIC FOR ENGINEERS Multiplication. To multiply one number by another, for example, 3*5 by 2 '2, proceed as follows : 1. Place the cursor exactly over the number to be multiplied (in this case 3'5) on the frame or D scale. 2. Move the slide to the right (or left as may be required by operation 3) and place the end line exactly under the cursor. 3. Move the cursor until it is exactly over the multiplier (in this case 2-2) on the slide or C scale. 4. Read under the cursor, on the stock or D scale, the significant figures in the answer (in this case 77). 5. By approximating for a result fix the position of the decimal point, and place it in the significant figures read. The approximation here is simple; 3-5 x 2-2 is about 3x2, i. e., 6. Hence our answer must be 7-7. The moving of the slide to the right or left in the second opera- tion is necessary in order that the multiplier may appear within on Slide Jl r '< ^ lei l?l ^^"^ i pi ?! 01 _ ^|0| l !/^ H ^-^1 Io| CN9 \ro be muth plied ^ Pvoduct ow oy> D Scqle D Scale ^ 1 N? ro be- multiplied on D Scale Fig. 147. Multiplication by Slide Rule. the limits of the stock or D scale. Thus taking 3-5 X 4, if the slide be moved to the right, its end being at 3-5 on the D scale, then when searching for the 4 on the slide or C scale, this will be found outside the stock altogether. Then the slide must be changed to the left-hand side, its right-hand end being opposite 3-5 on the D scale, when the 4 on the slide will be found opposite 14 on the D scale. When first using the instrument the student will be unable to say to which side the slide should be moved, but with practice he will recognise that a result is going to be smaller or greater than 10, and will move the slide naturally to the right or left respectively. The method is illustrated by Fig. 147. Example 370. Work the following multiplications on the slide rule : (a) 32 X 2-5; (b) 785 X 4; (c) 1-34 X 48-5; (d) -14 X 80. When the student has worked Exercises 88, on Division, he should be able to follow this example without a figure showing details of setting. (a) 1. Set cursor to 32 on D scale. 2. Move slide to right and place the left-hand end under the cursor. 8. Move cursor to right THE SLIDE RULE 397 and place over 25 on the slide or C scale. 4. Read off 8 on the D scale. Approximating, 32 X 2*5 will be something more than 64, hence our result is 80. (b) 1. Set cursor at 785 on the D scale. 2. Move slide to left and place the right-hand end under the cursor. 3. Move cursor to left and place over 4 on the slide or C scale. 4. Read off 314 on the D scale. Approximating, -785 X 4 will be about 3, hence our result is 3-14- (c) 1. Set cursor at 134 on D scale. 2. Move slide to right and set left-hand end under the cursor. 3. Move cursor to right and place over 485 on slide. 4. Read off 65 on the D scale. Approximating, 1-34 X 48-5 will be rather more than 48-5. Hence our result is 65. (d) 1. Set cursor at 14 on the D scale. 2. Move slide to left and place right-hand end under the cursor. 3. Move cursor to left and place over 8 on slide or C scale. 4. Read off 112 on D scale. (This may appear to be 12, but it should be remembered that the end of the D scale is i, the next i to the right being n.) Approximating, -14 X 80 is rather more than one-tenth of 80, or 8. Hence our result is 11-2. The above example requires only the graduations marked. The following will need estimation, and also introduces " continued multipli- cation," i. e. t the multiplication of three (or more) numbers. Example 371. Work the following multiplication on the slide rule : (a) 2-71 X 3-2; (b) 68-7 X 16-7 X -366; (c) 5-33 x -946; (d) -349 x 20-3 X 8-35. Refer to Fig. 148, which indicates concisely the operations. (a) 1. Place cursor halfway between graduations 270 and 272, thus giving 271. 2. Shift slide to the right and place left-hand end under the cursor. 3. Move cursor to right and place over the gradua- tion 32 on the slide or C scale. 4. Read on the D scale ; the cursor line appears to be a little less than halfway between 865 and 870 ; hence read as 8670 (see enlarged view in Fig. 148). Approximating, 2-71 x 3*2 is about 9; hence result is 8-670. (6) 1. Place cursor between graduations 685 and 690, estimating two-fifths of the small division beyond the 5, thus giving 687. 2. Move slide to left, and place right-hand end under the cursor. 3. Move cursor to left and place over the graduation 167 on the slide or C scale. [Cursor should now read a shade less than 115 : in practice this result is not read ; it is given here as a check.] 4. Move slide to right, placing i under the cursor. 5. Move cursor to right, placing it over 366 on slide. 6. Read 42 on D scale under cursor. Approximating, 68-7 X i67 X '366 is, say, 60 x 20 x 1 or 400. Hence result is 420. (c) 1. Place cursor between graduations 530 and 535, estimating three-fifths of the small division beyond the 530, thus giving 533 (see enlarged view in Fig. 148). 2. Move slide to the left and place the 398 ARITHMETIC FOR ENGINEERS 867 Y ! si ] Enlarged View -for rV\e esVtVnairforu ^Cursor Result I. Set- cursor aV- 271 onD. 3. SeV- cursor at- Z SeV- \ on C ur,der cursor 3 e on D 4- Read 8G7unde,rcursoronU. SETTING SLIDE READING RESULT 4- 4- Cursor ' Cursor scune, pos\r\ovi I.Seir cursor at- 687 3. Ser cursor 4. Sef \ o n C on D _ . arlG7onC urder cursor ow C urider x-^ cursor 1 ST 5ETTIINOOF SUlOE Enlarged View/ for ? cslrioiaVvon in C m y w ew for Resu\v- 5 Seycursora.r >. ReaJ <f onD undev cursor OP SHOE 533 ii!j|T in 1 J , 550 540 535 3. SeV' cursor or. ^^VG on C - Result: lonC 5. Sex cursor a V* oia *-' ox\r ^lO5on C. unde,r cursor 85 S ovi c 2. Ser \onC under x-^ e Read5Qe.on cursor. \S/ D under cursor 1 ST SETTING orSuoe ND SETTING OF SUDE. Fig. 148. Settings for the Multiplications of Example 371. THE SLIDE RULE 399 right-hand end under the cursor. 3. Move cursor to the left and place it between graduations 945 and 950 on the C scale, estimating one fifth of the small division beyond the 945, thus finding 946. 4. Read on the D scale ; the line appears a shade to the left of graduation 505, say 504 (see enlarged view in Fig. 148). Approximating, 5-33 X -946 is practically 5-33 X I, so that our result must be 5-04. (d) 1. Place cursor halfway between graduations 348 and 350, thus giving 349. 2. Move slide to the right, placing the left-hand end under the cursor. 3. Move cursor to the right, placing it midway be- tween graduations 202 and 204 on the C scale, thus giving 203. [Cursor should now read a shade less than 71, as a check.] 4. Shift slide to left, placing the end under cursor. 5. Shift cursor to left, placing it over 835 on C scale. 6. Read 592 on D scale (see enlarged view in Fig. 148). Approximating, -349 X 20-3 X 8-35 is about J x 20 x 8 = about 50. Hence result is 59-2. It is known from Chap. VI that the multiplication of two numbers by logarithms requires the addition of their logs. Now, when the slide is moved to the right and the left-hand end placed at (say) 3 on the D scale (see 6, Fig. 146) the distance LF is log 3. When the cursor is moved to (say) 25 on the C scale, the distance FH is log 25 (decimal part only). Then evidently the total distance LH = LF + FH = log 3 + log 25. Now at H on the D scale (i. e. t counting from L) we read 75. Then distance LH = log 75. There- fore log 3 -f- log 25 = log 75 ; or since addition of logs means multiplication of numbers 3 x 25 = 75 as we know. Exercises 89. On Multiplication. Perform the following multiplications by slide rule 1. 22 X 3'5- 2. -54 X 4. 3. 7fc\x -26. 4. 33-8 x 2-1. 5. 202 x 4-95- 6. -643 x -49. 7. 1-99 X 98. 8. 6-1 x -141. 9. -0312 x -173. 10. 4-25 X 2-66. 11. -205 X 2-78. 12. 34-9 x 47. 13. 2-83 x 38. 14. 10-25 x 70. 15. -4375 X *7 2 - 16. 50-3 X 3*7. 17. -774 X 119- 18. 4-08 x 2-29. 19. -866 X 37'3- 20. 120-5 x 8-775. 21. -285 x 3-12 X 42. 22. 32 X 4 8 X 86. 23. 79-2 x -53 X 1-5. 24. 115 X 1-2 X 5-175- 25. 345 X -638 x -205 X 223. Combined Multiplication and Division. It is in calcu- lations of this nature that the slide rule is particularly valuable. Consider an expression such as ~-rrv77~^r^ "- Now ky tne aid 35 x 144 x 3-14 of the previous section it would be possible to multiply up the top DD 400 ARITHMETIC FOR ENGINEERS line, giving 2,100,000. Similarly the bottom line can be multiplied up, giving 15,830. Then the division -~ could be performed as in the previous section but one, giving 132-5. But a quicker way of working, in which fewer settings of the slide are necessary, is to start from the first figure in the top line, divide by the first on the bottom, multiply by the second on the top, divide by the next on the bottom, and so on, zigzagging from top to bottom. It will be noticed from the detailed method about to be given for the above expression, that after the first setting on the D scale, the slide and cursor are moved alternately, and all setting is done on the slide or C scale. The final reading is, of course, taken on the D scale, and in this case comes under the end of the slide. The intermediate results are not read, but to enable the student to check his setting at each step when learning, these intermediate results will be shown in square brackets to distinguish them from the necessary readings. 1. Set the cursor on the D scale, to the first number in the top line (in this case 53). 2. Set the slide with the first number in the bottom line under the cursor (in this case 35). [Now the left-hand end of the slide should be opposite 1513 on the D scale.] 3. Move the cursor, placing it on the C scale over the second number in the top line (in this case 33). [The cursor should read 499 on the D scale.] 4. Move the slide placing the second number in the bottom line (in this case 144) on the C scale under the cursor. [The left-hand end should now read 347.] 5. Move the cursor to the next number in the top line reading on the slide or C scale. Repeat this zigzag process until all the numbers have been used, when the answer is read off on the D scale, either under the end of the slide (see Ex. 375) or under the cursor (see Ex. 373). Finally approximate for the result, and fix the position of the decimal point. Example 3 7*.-Find the value of ii 1. Set cursor at 133 on D scale. 2. Move slide to left, placing 35 on C scale under cursor. [Right-hand end of slide should now read 38 on D scale.] 3. Move cursor to 45 on slide or C scale. [Cursor should now read 171 on D scale.] 4. Shift slide to right, placing 1728 on C scale. THE SLIDE RULE 401 under the cursor. [Right-hand end should now read 99 on D scale.] 5. Move cursor, placing over 19 on C scale. [Cursor should now read 1877 on D scale.] 6. Move slide to left, placing 4 under the cursor. 7. Shift cursor to right-hand end of slide, and read off 47 on D scale. Approximating, we have ,, J ~\, -Alii F1 5 ' 3 x % X \ \\\\ = A or .^ * Approx. answer 3 = -33 X 10 = 3-3 /. Result = 4-7. Example 373. Find the value of > - = . r D/0 13-6 X 26 1. Set cursor at 214 on D scale. 2. Move slide to right, placing 136 under cursor. [Left end of slide should now read 1572.] 3. Move cursor to left, placing it over 125 on C scale. [Cursor should now read 1967 on D scale.] 4. Move slide to left, placing 26 on C scale under the cursor. [Right-hand end should now read 756 on D scale.] 5. Move cursor to right, placing it at 3 on C scale. 6. As this completes the expression, read the result under the present position of the cursor on the D scale, i. e., 2268. Approximating, for result - -rJJ- 1 X % \\\ = 3 /. Approx. answer = 3 X 100 = 300 /. Result = 226-8. Sometimes when moving the cursor to find a certain number in the top line, it will not be found on that portion of the slide within the stock. Then an extra shift is necessary. The following example will illustrate : Example 374. Evaluate ~j *^' 1. Set cursor at 27 on D scale. 2. Move slide to left, placing 7 under the cursor. [Right-hand end should now read 386.] On moving cursor to pick up 236 on slide, this reading will be found beyond the left-hand end of the stock. Then proceed thus : 3. Shift cursor to right-hand end of slide. 4. Move slide from left to right, placing left-hand end under the cursor (which is at 386). 5. Move cursor to right, placing it over 236 on slide. [The cursor should now read 91 on the D scale.] 6. Move slide to left, bringing 593 under the cursor. 7. Bring cursor to left-hand end of slide, and read off 1536 on D scale. Approximating, we have 5-rr-| .'. Approx. answer sav -IA 7' y> * = -14 x 10 = 1-4 Result 1*536. 402 ARITHMETIC FOR ENGINEERS When the bottom line contains one number more than the top line, then an extra shift has to be made, as shown in the following : 4 Example 375. Calculate I2 '32<-4_52 ^ 0/J 25-4 x 3'35 X 14-6 1. Set cursor at 123 on the D scale. 2. Move slide to the left, placing 254 on the C scale, under the cursor. [Right hand end of slide should now read 484 on the D scale.] 3. Move cursor to 45 on the slide. [Cursor should now be over 218 on the D scale.] 4. Move slide to the right, placing 335 on the C scale under cursor. [Right-hand end of slide should now be opposite 65 on the D scale.] This end position is the result of the working of the first four numbers, counting in our zigzag order ; the value has now to be divided by 14-6. 5. Move cursor to right-hand end of slide. 6. Shift slide to the right, placing 146 on the C scale under the cursor. 7. Move cursor to left-hand end of slide and read off 445 on the D scale. 2 1 X ^ 111 Approximating, we have ^ o~ i TT % X 5 X A llf 2 __ fifi .*. Approx. answer ra 3 ~~ = 66 X 10 = 6*6 .*. Result = 4*45. Example 376. Evaluate the expression - ~ 5 2 ^ 785 X -73 X -00546 1. Set cursor at 525 on D scale. 2. Move slide to left, placing 785 under cursor. [Right-hand end of slide should now be over 669 on D scale.] 3. Shift cursor to 8 on slide. [Cursor should now be over 535 on D scale.] 4. Move slide, placing 73 under cursor. [Right- hand end should now read 733 on D scale.] 5. Move cursor to right- hand end of slide. 6. Move slide to right, placing 546 under the cursor. 7. Move cursor to left-hand end of slide, and read off 134 on D scale. 5 x & Approximating, we have -- 8 X $ X Jf ^ ^ /. Approx. answer 8=3 ? ^ " = '125 x 100000 /. Result =* 13420. = 12500 The student will find many examples for practice in the worked examples of Chaps. II, III, etc. These afford valuable practice, as there is a check on any errors. THE SLIDE RULE 403 Exercises 90. On Combined Multiplication and Division. [In the answers to some of these exercises intermediate as well as final results are given to give a more ready check on the working.] 1. i-oi x -98 -f- -102. 2. 11-75 x '7 1 "i- 81 3 35:5 XJ575 4 4'35 X 25 32-4 " i'7 X 12-3 5 195 X 3 H 6 -975 X 10-6 " 13 X 1-2 * 2*82 X '805 7 2Q-4 X 6-9 X 2-34 g '0735 X 47 X 109 25-6 X '146 X 76 * 9*55 X 13-6 X 2-96 9 5L'75_X ^52 2< 5 10 -325 X 5'2 X 6-6 15-3 X 7'35 * 8> 4 X 134 11 7*05 X 7-7 12 114-5 X -0183 "' 23-2 "' -216 13 ___ -303 _ 14 >Q 95 _ 1-775 X 1-16 ' -243 X 9'6 15. - ir - 7r 16. 785 X 14-65 16-55 17 _ 515 __ 18 _ -9375 X i -7 00034 x 7-6 x -4375 " ' 6 x -753 x 1-27 19 23-8 X -94 X 114 2Q 11-05 Xj64 2-13 X 17-1 * 1-04 X -918 Ratios and Percentages. Special Case. A ratio or per- centage is easily worked on the slide rule as a division. When, however, several numbers have to be expressed as a fraction or percentage of some one number, the amount of time and labour necessary can be reduced by working the example as a multiplica- tion instead of a division. For example, let it be required to express each of the numbers 256, 137, 373, 400, 65, and 78 as a decimal of 435. Now 256 as a decimal of 435 is 256 435, and similarly for the others, 435 being the denominator in each case. Then the ordinary operation of division would be as follows : Place cursor at each number in turn on D scale Set slide with denominator 435 at this position of the cursor Read under end of slide on D scale Thus, the slide has to be shifted each time. But ~5- = 256 x -i- and similarly for each of the other numbers. 435 435 Thus we have, decimal required = each number x . Now 435 435 is a constant quantity, and if the end of the rule be placed at this reading on the D scale, all the multiplying will be done without 404 ARITHMETIC FOR ENGINEERS shifting the slide, as the cursor will be placed at various positions on the slide or C scale and the result read on D. It is not necessary to know the value of ; the position of the end of the slide is found automatically if 435 on the C scale be placed at i or 10 on the D scale. After that only the cursor need be moved, but some- times the slide may have to be shifted once. The numbers to be expressed as fractions or percentages will generally be somewhat alike in size, and thus once the decimal point is fixed by approximating for one number, the others will follow naturally. The following example will illustrate the method : Example 377. Express each of the following numbers as a decimal of 435 : () 2 5 6 ; ( b ) 137; (c) 73i (d) 4; M 65; (/) 378. Move slide to right, placing 435 on the C scale at the extreme end of the D scale. Then the left-hand end of slide gives the figures of - 435 Now numbers greater than 435 will be found beyond the end of the D scale, and cannot be taken on this setting, but will require the slide to project to the left. Then divide the numbers into two groups, one set being all below 435 and the remainder above. Indicate one set by, say, a tick. Taking the numbers below 435 in turn, i. e., a, b, d, and /. Then for (a) set the cursor at 256 on the C scale and read 588 on the D scale. The result is evidently about J. Then 256 is -588 of 435. For (b) move cursor to 137 on C scale and read 315 on D, Result is -315- For (d) set cursor at 4 on C scale and read 92 on D. Result is -92. For (/) set cursor at 378 on C and read 869 on D. Result is -869. (Note that the slide has not been moved the whole time, but it must now be moved to the left, with 435 on C scale at i on D scale.) For (c) set cursor at 73 on C scale and read 1677 on D. Result is -1677. For (e) set cursor at 65 on C scale and read 1493 on D. Result is '1493- Exercises 91. On Percentages. Work by slide rule, Exercises 18, Chap. II. Square Root. The actual operation upon the slide rule when extracting square root is very simple indeed, but difficulty may be experienced at first in fixing the position of the decimal point. THE SLIDE RULE 405 The slide is not used at all, only the extreme top or A scale, and the extreme bottom or D scale being employed. It will be seen in Fig. 149 that the top scale is divided into two halves or scales each exactly the same, and similar to the bottom scale, except that they are not so finely subdivided, since the space is more limited. The division and method of reading these scales will be readily understood from the diagram. The left-hand half of the top scale will be called the first half, and the right- hand the second half. To extract the square root proceed as follows : 1. Start from the decimal point and mark off the digits in pairs, to the left only if a mixed number, and to the right if wholly a decimal. This is similar to the pointing off, when finding a square root in the ordinary way, on p. 102. 2. K the extreme left-hand period contains one digit use the 1st half of the top scale ; it it contains two digits use the 2nd half. In the case of a number wholly a decimal, any noughts immediately after the decimal point are not considered as digits, as they are not significant figures. 3. Place the cursor on the A scale, at the number, in the particulai half decided by (2) above, and read under the cursor on the D scale. This gives the significant figures in the square root. 4. Finally fix the decimal point in the result according to the following : (i) When the number is a mixed number. There will be as many figures in the whole number of the square root as there are periods in the number. (ii) When the number is a decimal. There will be as many noughts immediately after the decimal point in the square root as there are complete periods of noughts in the number. It is this setting of the decimal point which is found trouble- some, and to better understand the above rules the following two examples should be worked through carefully : the first deals with the case when the number is a mixed one, and the second when the number is wholly a decimal. In any case a rough squaring of the root will give a check on the results. Should the student find that the graduations of the B and C scales on the slide confuse him, when reading from the A to the D scale, he should pull the slide out -some distance so as to leave clear the region in which he is working. Example 378. Extract the square roots of the following numbers, with a slide rule: (a) 2250; (b) 259; (c) 44100; (d) 53-7; (e) 3-3. 4O6 ARFTHMETIC FOR ENGINEERS THE SLIDE RULE 407 (a) Mark off in pairs from the decimal point thus : '22 '50. The left-hand period contains two figures, and therefore the second half of the upper scale must be used. Place cursor over 225 on right of A scale and read 474 on D scale (see A, Fig. 149). As there are two periods in 7 22'5O, there will be two figures in the whole number of our result. Thus required square root is 47-4. (b) Mark off in pairs, giving 2 '59. Left-hand period has only one figure, therefore first half of upper scale must be used. Place cursor over 259 on left of A scale, and read 161 on D scale (see B, Fig. 149). As there are two periods in 2'59, there will be two figures in the whole number of our result. Thus required square root is i6-i. (c) Point off, giving 4 / 4i / oo, and as left-hand period has only one figure, use first half of upper scale. Under 441 on left of A scale we read 21 on D scale (see C, Fig. 149). As there are three periods in 4 / 4i'oo, then three figures must exist in the result. As two only exist, a nought must be added and the required square root is 210. (d) Point off, giving '53-7. Left-hand period contains two figures, therefore second half of scale A is used. Under 537 on right of A scale we read 732 on D scale (see D, Fig. 149). There is one period in the whole number of '53 -7, so there will be one figure in the whole number of the result. The required root is then 7-32. (e) Point off, giving '3-3. Left-hand period contains only one figure, therefore first half of scale A is used. Under 33 on left of scale A, read 1815 on D scale (see E, Fig. 149). There is only one period in the whole number of '3-3, hence there will be one figure in the whole number of the result. Required square root is then 1-815. Example 379. Extract the square root of the following numbers, with the slide rule : (a) '565; (b) -043; (c) -0085; (d) -00012. (a) Pointing off in pairs to the right from the decimal point gives 56'5- Left-hand period contains two figures, hence second half of scale A is used. Place cursor over 565 on right of A scale, and read 751 on D scale (see F, Fig. 149). In the number -56' 5 there are no noughts following the decimal point. Hence there will be no noughts after the decimal point of the result. Thus the required square root will be 75*1 (b) Point off, giving -O4'3. Left-hand period contains one figure (the nought not being significant), hence first half of scale A is used. Under 43 on left of scale A read 207 on D scale (see G, Fig. 149). A period consists of two digits, so there are no complete periods of noughts in 04 X 3. Thus there will be no noughts after the decimal point in the result. The required square root is then -207. (c) Point off, giving -oo^. Left-hand period, with significant figures, contains two figures, hence second half of scale A is to be used. Under 85 on right of A scale read 921 on D scale (see H, Fig. 149). 4 o8 ARITHMETIC FOR ENGINEERS There are two noughts after the point in the number -0085 (t. e. t one complete period of noughts). Hence there will be one nought following the point in the result. The required root is therefore -0921. (d) Point off, giving 'Oo'oi'2. The left-hand period, containing a significant figure, has one figure. Hence first half of scale A is used. Under 12 on left of scale A read 1095 (see K, Fig. 149). In the number oo'oi'2 there is only one complete period of noughts following the decimal point, so there will be one nought following the point in the result. The required square root is therefore '01095. Exercises 92. On Square Root. Find by slide rule the square roots of the following numbers, and say in each case which half of the top scale you would use 1. 2600. 2. 44500. 3. 1-55. 4. 213. 5. 98-5. 6. 737. 7. -0505. 8. -0034. 9. 11-7. 10. -307. Extract the following square roots by Slide Rule. In each case check your result by multiplication 11. -^250. 12. ^73' 13. V-3Q. 14. 15. Vio6. 16. ^5^25. 17. ^-187. 18. 19. W-I75. 20. V30-7. 21. ^289. 22. Squaring. This being the reverse of extracting square root the operations are reversed, but are much less troublesome, as there is no need to consider which half of the top scale A, must be used. As before, only the A and D scales are needed, and the procedure is as follows : 1. Place the cursor over the D scale, at the number to be squared. 2. Read on the A scale the significant figures in the result. 3. Fix the position of the decimal point by approximating for a result. Example 380. Find by aid of the slide rule the value of the following: (a) 2-37*; (b) 3I-6 2 ; (c) 66-3 2 . (a) Place cursor at 237 on the bottom or D scale, and read 562 on the top or A scale. Now 237 2 must be rather more than 2 2 or 4. Hence our result must be 5-62. (6) Place cursor at 316 on the bottom scale and read i (i. e.> the central figure) on the top scale. Now 31-6* must be rather more than 30 2 , which is 900. Then the result must be 1000. (c) Place cursor at 663 on the bottom scale and read 44 on top scale. Now 663 2 must be more than 6o 2 , which is 3600. Hence the result must be 4400. THE SLIDE RULE 409 In some cases, when the result appears in the crowded portion of the top scale (as from about 7 to 10) it is difficult to estimate a third figure reasonably correctly. In these cases, if an accurate answer is desired, it is better to work the square as a multiplication example on the bottom scale, where finer estimation is possible. Thus taking 3I-6 2 , we multiply 31*6 x 31-6 on the C and D scales, reading off 999. The actual result to four significant figures being 998-6, this method gives a more accurate result than the former. Exercises 93. On Squaring. Square Examples i to 10 in Exercises 92. Further practice may now be obtained by working more com- plicated exercises such as those in Exercises 64 and 65. Reading Logarithms and Antilogarithms from the Rule. Of the three scales on the back of the slide one is a scale of equal parts ; it is generally the middle scale and is labelled L. This is used in conjunction with the A scale as a logarithm table, but the accuracy is limited to 3 decimal places. It must be noticed that the L scale reads from right to left, and is always used with the slide projecting to the right. The main divisions, which are numbered (the right hand end graduation is O), give the first decimal place in the logarithm, the next sub-divisions give the second decimal place, while the smallest graduations give every even third place, the odd figures in the third place being estimated as at the centres of the smallest sub-divisions. To find a logarithm (decimal part), e. g., log 2-6. 1. Move the slide to the right, placing its left-hand end at the significant figures of the number, i. e., at 26, on the A scale. 2. Turn the rule over (not end for end) and read the decimal of the log on the L scale opposite the appropriate small mark in the U-shaped gap at the right. The figures 415 should be found. Then the decimal part of log 2*6 is -415, and the whole number must be chosen in the usual way. Then log 2*6 = 0-415. To find an antilog. (significant figures) e.g., antilog 1-658. Reverse the order of operations in the previous paragraph. 1. Turn the rule over, moving the slide to the right, and set the decimal of the log., i.e., 658, to the small mark in the gap. 2. Turn the rule back to its normal position, and read on the A scale under the left-hand end of the slide the figures 455, which are the significant figures in antilog 1-658. The decimal point must be placed in the usual way. Then antilog 1-658 = 45-5. CHAPTER XI TRIGONOMETRY The Trigonometric Ratios. In the Mensuration chapter the right-angled triangle is referred to as being of considerable importance it is, in fact, the basis of a large branch of mathematics known as Trigonometry, which is of supreme importance in all branches of engineering and physical science. At X, Fig. 150, are shown several right-angled triangles of various sizes, but all having the same acute angle A. The measured lengths of the various sides are shown. If now for every triangle, such as ABC, we calculate the value of the ratio vertical side (such as BC) inclined side (such as AB) we find the following results In triangle ABC, ?= ^1' = 0-847 ' T 4. 1 ATYIT 2'08" In triangle ADE, =-7> = 0<8 49 T . . . ATV , FG 2-88" Q In triangle AFG, ^ = -^77- = 0-847 allowing for small errors in drawing and measurement, the value of this ratio is evidently constant. If another set of right-angled triangles be taken, as at Y, having a different common acute angle, a similar result will be found; the ratio . ^ -5 ^- is 0-839 for all three triangles. This ratio has evidently a different value for different angles, but is always the same for the same angle whatever be the size of the triangle. A xt. x- horizontal side , . . A , A , Again, the ratio ~{^ifHedl>ide~ ma ^ calculated; thus at 410 TRIGONOMETRY 411 X in Fig. 150, -j-g- = ~-n = 0-529 and this ratio also will be found to be constant for all right-angled triangles having the same acute angle. These ratios are instances of what are called the trigono- metric ratios of the angle at A. Referring now to (Z) Fig. 150, the sides of the right-angled Fig. 150. Right- Angled Triangles. triangle are given more general names with reference to their positions regarding the angle A ; thus, The side BC, lying opposite to the angle A, is the opposite side. The side AC, the shorter side enclosing the angle A, is the adjacent side. The side AB, the longest side, is already known as the hypotenuse. Of the various ratios that may be taken among the three sides, the three following are the most important : 4 i2 ARITHMETIC FOR ENGINEERS ^t . opposite side BC .. , ,. The ratio *~~ = -r-p called the sine. hypotenuse AB _ t .. adjacent side AC n , ., The ratio ~ . = -r-^ called the cosine. hypotenuse AB TI. j.* opposite side BC , ,, , . The ratio -- 7-^- = -r-~ called the tangent. adjacent side AC For convenience in writing in formulae, etc., these names are abbreviated into the following forms : sin A for sine of the angle A. cos A for cosine of the angle A. tan A for tangent of the angle A. The values of these ratios for all angles could evidently be obtained by careful drawing and measurement and subsequent division, a right-angled triangle being formed for every angle dealt with by drawing a line perpendicular to either side to cut the other side. Such a method would be liable to errors of drawing and measurement which for certain angles would be of serious proportions, and in all cases would be sufficiently large to limit the accuracy of the resulting quotients to a greater extent than would be permissible for many applications. It is possible, how- ever, to calculate the values of the ratios, to any desired degree of accuracy, by the methods of advanced mathematics, and the values so obtained are recorded in various tables for all angles at intervals of every second. Such tables are naturally very large, and various abridged forms are obtainable. For many practical problems it is sufficient if the tables give the values of the ratios for every single degree of angle; in this case the tables can be arranged to occupy a single book page and are reproduced on p. 458. Exercises 94. On the Trigonometric Ratios. 1. Make a sketch of a right-angled triangle ABC, with the right angle at B. Which trigonometric ratios of the angle A will be found by evaluating the following ratios : / % BC /TV AB / \ BC (ft) AB (&) AC (C} AC and what ratios of angle C are represented by /x7X AB / v BC (d) EC" W AC" TRIGONOMETRY 413 2. A right-angled triangle PQR is shown fully dimensioned in Fig. 151. Calculate the values of the follow- ing ratios for the angles P and R : (a) tan P, (b) cos R, (c) sin P, (d) cos P, (e) tan R, (/) sin R. 3. Draw very carefully angles of 35, 68, 20, 47 and 73, and from actual measure- ment calculate the values of the following Fl " i e i trigonometric ratios : & ' (a) sin 20, (b) tan 35, (c) tan 47, (d) cos 68, (e) sin 73, (/) cos 35. Ratios of the Angles 30, 45, 60. These angles are of fre- quent occurrence and their ratios will therefore be considered before examining the complete table. The three angles are shown in 866 I 70 7 ( Fig. 152. Trigonometric Ratios of Certain Important Angles. Fig. 152, the hypotenuse of the right-angled triangle being taken as i in each case. 45 60 30 sin 30 = -5 = .5 cos 30 = ^=-866 sin 45 =-^^=-7071 cos 45 = tan 45 = -7071 sin 60 = 866 -=866 cos 60 = - 5 - = -5 tan 60 =^=1-782 It should be carefully noted that sin 60 is not twice sin 30. In fact, no trigonometric ratio increases in the same proportion as the angle. This point is again referred to on p. 432. Ratios of the Angles and 90. At X, Fig. 153, is shown a very acute angle, viz. one of 5, across which has been drawn a line BC, perpendicular to the side AC. The values of the ratios " sine/' " cosine/' and " tangent " for the angle A are expressed, of course, as 414 ARITHMETIC FOR ENGINEERS . A BC A AC , . BC sin A = AB cos A = AB tan A = ^ It should be noticed (a) that the length of BC is small compared with the length of AB, and also with the length of AC, and (b) that the length of AC is slightly less than, but nearly equal to, the length of AB. The values of the ratios sin A and tan A will then be small since the numerator is in both cases much smaller than the de- nominator ; actually the values are 0-0872 and 0-0875 respectively. In the case of the cosine, the numera- tor and denominator are very nearly equal, although the latter is the larger, so that the ratio is very nearly i ; actually it is 0-9962. Now imagine that the angle A becomes steadily smaller owing to the line AB swinging about the point A towards the side AC. Then BC becomes still smaller, until when AB and AC are coincident, i.e the angle is zero, BC = o. At the same time, the length of AC increases and gets nearer and nearer to the length of AB until, when the angle A is zero, AB and AC are equal in length and are, in fact, identical lines. With an angle of o, therefore, the length of the " opposite " side of the right- angled triangle is o and the length of the " adjacent " side is equal to the length of the " hypotenuse/' The values of the three trigonometric ratios are then sin = PP site side ^ = o hypotenuse hypotenuse since the result of dividing nothing by any number is still nothing. Similarly, ten O o = opposite side = _^_p = Q adjacent side adjacent side But, A0 adjacent side . . ,, , , , , . cos = -y^ = 1, since the top and bottom quantities are equal. An angle of 85 is shown at Y, Fig. 153, lettered in the same way as the preceding angle of 5. In this case it is the " adjacent " TRIGONOMETRY 415 side AC which is small, while the " opposite " side BC is nearly equal to the hypotenuse. The value of the cosine ( = , -, ) ^ - L \ hypotenuse / is then small, being 0-0872, while the value of the sine ( = c v ) is very nearly i, being 0-0062. The value of the V hypotenuse/ y y ' b ^ tangent is comparatively large, since it is the result of dividing a long length (opposite side) by a short length (the adjacent side) ; the actual value is ii'43. If now this angle be increased until it ultimately becomes 90, then the adjacent side BC diminishes to zero and the opposite side becomes equal to, and coincident with, the hypotenuse. The values of the three ratios then become o opposite side . . ,, , , , , , .... sin 90 = ~ -= 1, since the top and bottom quantities hypotenuse , r ^ are equal. c an adjacent side cos 90 = , . - = 0. hypotenuse hypotenuse opposite side opposite side tan 00 = y , . , - = -*-*- . ^ adjacent side o Now it is impossible to say what value is obtained by dividing any number by nothing. The result is larger than any number that we can think of and is termed infinity ; it is usually denoted by the symbol oo . Then tan 90 = oo . Relation between Sine and Cosine of Complementary Angles. A very important relation exists between the sines and cosines of any two angles which together total 90. Such angles are termed " complementary angles " and each is said to be the " complement " of the other. Thus 30 is the complement of 60, 20 is the complement of 70, 45 is the complement of itself and so on, the sum of the two angles being 90 in every case. Thus the complement of any angle is the amount by which the angle differs from 90. Referring back to the right-angled triangle at (Z), Fig. 150, the values of the ratios sine and cosine of the angle A have already been expressed in terms of the sides AB, AC, BC. It is also possible to express the values of the same ratios for the angle B in terms of the same sides. The general names affixed to the sides in the figure will need changing over when referring to the angle B; EE 416 ARITHMETIC FOR ENGINEERS thus although AB will still be the hypotenuse, AC will become the " opposite " side and BC will be the " adjacent " side. . ... . . , (opposite) AC -Ihen sin B will be given by ^__ = ^ T-, -11 t. i. (adjacent) BC and cos B will be given by ;- = AB' AC But the ratio ^ is already known as cos A. A. ij T>/" and the ratio -pg is already known as sin A. AJb> Thus, in the triangle ABC of (Z), Fig. 150, T>/- sin A = xg = cos B. AC and cos A = ^5 = sin B. Now the three angles of any triangle always total 180 (refer p. 264). Then, since the angle C is a right angle, i.e. = 90, the remaining two angles A and B must together be equal to 90, i.e. the angles A and B are " complements " of each other, B = 90 A and A = 90 B. Then, substituting (90 A) in place of B in the relations above, sin A = cos (90 A) cos A = sin (90 A) or in general terms, the sine and cosine of an angle are equal to the cosine and sine, respectively, of its complement. Thus sin 30 = cos 60 sin 20 = cos 70 cos 30 = sin 60 sin 45 = cos 45 and so on. The last equation is easily seen to be true on referring to any 45 right-angled triangle, in which the " adjacent " and " opposite " sides are equal. The Table of Trigonometric Ratios, The abridged table giving the values, to 4 decimal places, of the various ratios for angles from o to 90 at intervals of one degree appears on p. 458. By making use of the relation discussed in the preceding section, it is possible to tabulate the values of both sine and cosine with only 91 values for the 91 angles involved, in place of the 182 values that would be necessary were the table arranged in a purely straight- TRIGONOMETRY 417 forward manner. The method of arrangement will be easily understood after a little use of the table. The table contains 10 columns, of which the two outer columns contain the values of the angles in degrees, while the four central columns contain the values of the sines, cosines and tangents of the angles. From o to 45 the values of the angles appear in the extreme left-hand column and read downwards, while the angles from 45 to 90 appear in the extreme right-hand column and read upwards. From to 45 the values of the sine, cosine and tangent are given in the columns so headed at the top of the table. Thus in the column headed " Sine " at the top, the figure -5000 is found opposite the angle 30 in the extreme left-hand column ; then sin 30 = 0*5. On the same horizontal line, in the columns headed " Cosine " and " Tangent " at the top, are found the values 8660 and *5774 respectively ; then cos 30 = 0-866 and tan 30 = 0-5774- From 45 to 90 the values of the various ratios are given in the appropriate columns headed at the foot of the table. Thus the value of sin 75 is found by taking the value opposite 75 on the extreme right, but in the column headed " Sine " at the foot of the table, viz. -9659. Example 381. Read the values of the following ratios from the table : sin 81, sin 10, tan 55, cos 37, tan 5, cos 63. Sin 81. This angle is over 45, and therefore the right-hand column of angles will be referred to and the value taken from the column headed " Sine " at the foot of the table. Opposite 81 on the extreme right and above " Sine " at the foot is found the value 9877. Then sin 81 = -9877 Sin 10. Being smaller than 45, the angle will be found in extreme left-hand column, and the column headed " Sine " at the top is used. Opposite 10 on the extreme left and under " Sine " at the top is found -1736. Then sin 10 = 0-1736 Tan 55. Refer to right-hand column for angle and the heading " Tangent " at the foot. Opposite 55 and above " Tangent " is found the value 1-4281 Cos 37. Use left-hand column of angles and top headings. Opposite 37 and under " Cosine " is found the value . . . -7896 Tan 5. Use left-hand column and top heading. Opposite 5 and under top heading of " Tangent " find .... -0875 Cos 63. Use right-hand column and bottom titles. Opposite 63 and above "Cosine," find -4540 418 ARITHMETIC FOR ENGINEERS Exorcises 95. On reading Trigonometric Ratios from the Table. Find, from the table on p. 458, the values of the following ratios : (i) cos 15, (2) tan 71, (3) sin 18, (4) sin 44, (5) sin 46, (6) tan 28, (7) tan 89, (8) cos 46, (9) cos 77, (10) cos 4. It is frequently necessary to determine the angle for which one of the trigonometric ratios has a known or given value, i.e. the table has to be used in the reverse order. It must be remembered that in each case two columns are devoted to the values of each of the ratios tabulated, one headed at the top and the other at the bottom of the table. Then, if the name of the ratio is at the top of the column "in which the given value is found, the angle must be read from the extreme left-hand column ; but if the name of the ratio is at the foot of the column, then the angle must be read from the extreme right-hand column. In cases where the exact value given is not found in the table it will be sufficient for the purposes of this book if the nearest value is referred to. Example 382. Find from the table the angles whose sines have the following values : (a) -2079; (b) -9063; (c) -7071; (d) -6947. (a) An examination of the two " Sine " columns shows that the value 2079 occurs in the column whose title is at the top. The angle must then be read from the left-hand column and is . .12 (b) The sine -9063 occurs in the column marked " Sine " at the bottom. The angle must then be read from the right-hand column and is 6 (c) The sine -7071 is found in both columns of sines and 45 is read in both angle columns. (d) The sine -6947 is found in the column marked " Sine " at the top. The left-hand column of angles is then referred to and gives the value ........... 44 Example 383. Find the angles whose tangents are (a) 1-8807, (b) -1051, and also (c) the angle whose cosine is -5592. (a) The tangent 1-8807 occurs in the column with title " Tangent " at the foot. The corresponding angle is then read from the right- hand column and is 62 (b) The tangent -1051 is found in the column labelled " Tangent " at the top. The left-hand column is then referred to and gives the value 6 TRIGONOMETRY 419 (c) The cosine -5592 occurs in the column entitled " Cosine " at the foot of the table. The right-hand column of angles is then referred to and gives the value ........ 56 Exercises 96. On reading the Trigonometric Table (continued). Find the angles whose cosines are : (I) -4384; (2) -9703: (3) -77?i; (4) -0349- Find the angles whose tangents are : (5) -1405; (6) 2-6051; (7) 1-0724; (8) -6009. Find the angles whose sines have the following values : (9) -3090; (10) -7547; (n) -5150: (12) -9511- Use of the Trigonometric Ratios in Formulae. The various ratios are frequently met with in engineering formulae, and in a great many such cases no more knowledge of trigonometry is required beyond the ability to read values from the tables, and once the numerical values have been substituted the expressions require only ordinary evaluation. Certain points of writing must be emphasized, however, to ensure that the ordinary algebraic rules of expression are still complied with. Thus, if a trigonometric ratio has to be raised to any power, the index must not be written at the right-hand top corner of the abbreviated expression for the ratio, unless brackets be used. Thus sin A 2 does not represent the square of " the sine of angle A " ; reading this expression in strict accordance with the rules of symbolic expression explained in Chapter III, it expresses the sine of the " square of angle A." The error is rectified if the expression be written as (sin A) 2 , but this form is never used, and the general practice is to write the index immediately after the abbreviated name of the ratio, thus sin 2 A. This is read as " sine squared A " and indicates that the sine of angle A is to be squared. Emphasizing by a numerical example, suppose it necessary to evaluate the " square of sin 8." Now sin 8 = -1392, and we then write sin 2 8 = (-I392) 2 == -0183. If the form sin 8 2 had been used, then, in strict accordance with principles, it would follow that sin 8 2 = sin 64 = -8988, which is widely different from what was intended. 420 ARITHMETIC FOR ENGINEERS When the angle involved in the expression of a ratio is com- pound as, for example, a sum or difference of two angles, then the compound form must be enclosed in brackets. For example, the sine of the angle produced, say, by adding angles denoted by P and Q must be expressed as sin (P + Q) ; the form sin P + Q has not the meaning intended. In cases where any ratio of an angle is to be multiplied by a factor, then the factor should always be written in front of the ratio name. Thus " twice the sine of angle A " should be written as 2 sin A and not as sin A X 2 ; the latter form is ambiguous, as it may also mean " the sine of twice the angle A." If it is desired to express the latter idea the appropriate form of expression is sin 2 A. It has already been stated, and it will be further explained later, that no ratio increases in proportion to the angle, so that the expressions 2 sin A and sin 2 A indicate quite different values, as may easily be seen by giving any value to A, and evaluat- ing the two expressions. Expressions of the form cos are also met with and should be written very carefully to avoid any possible confusion with the - cos A , . , i A form which means - cos A. 2 2 Example 384. The power developed, in watts, by an alternating electric current is given by the expression AV cos 9, where A = current in amperes, V = voltage, and 9 = the " angle of lag." If A = 1-05, V = 500 and 9 = 32, find the power developed. Power = AV cos 9 Substituting given values = 1-05 X 500 x cos 32 = 1-05 x 500 x -8480 From Table, cos 32 = -8480 = 445-2 watts. Example 385. The efficiency of a screw and nut, where 6 is the angle of the thread and 9 is the "angle of friction," is equal to , -^- . ^ tan (o-|-9). Calculate the efficiency for a case where 6 5 and 9 = 8. _- . tanO Efficiency = an (0 + 9) - o , , ., j_- , tan 5 tan 5 Substituting given values- = ^ ( ~ + ~ 8} = g^ Taking values from table = ^-~ = '37 S 9> say -379. Example 386. When choosing a stock gear wheel cutter for milling spiral wheel teeth, the cutter is chosen by reference to the number of TRIGONOMETRY 421 teeth in an " equivalent spur wheel/' The number of teeth in this N " equivalent spur wheel " is j- t where N = number of teeth required in spiral wheel and a = angle of the spiral teeth. If N = 12 and a = 45, find the value of the given expression, taking the nearest whole number. Number of teeth in " equivalent spur wheel " = N ~~ cos 3 a Substituting given values = ^ = , I2 ... 6 b cos 3 45 (-707I) 3 = ; 3 * ~r = 33'94. *. 34 teeth. Example 387. The following equation relates to the combination of stresses in a piece of material : cos 20 = --. P + 3 If p = 5-05 and q = 1-05, find the value of the angle 9. Substituting- COS 20 = '6558. Referring to the table, the value -6558 does not appear, but the nearest cosine value is -6561, which is cos 49, 20 = 49 Exercises 97. On Evaluation involving Trigonometric Ratios. 1. When a ray of light is bent in passing through a piece of glass, the value of the expression r is termed the " refractive index " of the glass, where i denotes the " angle of incidence " and r denotes the " angle of refraction." Calculate the value of the refractive index for the case where i = 31 and r = 20. 2. The expression wh ~x"^ 9 relates to earth pressure on retain- ing walls. Find its value when w 125, h s* 20, and 9 = 22. 3. The effective helix angle of an aeroplane propeller at various radii is given by the expression tan A = - where A = helix 422 ARITHMETIC FOR ENGINEERS angle, V = translational velocity of the propeller, n = speed of rotation, r = radius. Determine the value of A when V = 190-8, n = 16-67, an d Y = 2-25. 2.t 4. The formula tan 26 = ___ relates to " principal stresses." If P 4'3' <7 = 3*63, and t -63, find the value of the angle 0. 5. The depth of a wall foundation is given by the expression W /i sin cp\ 2 W /i sin 9\ 2 ~B>w \i -f- sin 97 Find the value of the expression when W = 4500, B = 2, w = 125. and 9 = 21. 6. The velocity of the piston in a direct-acting engine is given by the expression vYsinG-j-- ) where V velocity of crank pin, 6 crank angle, and n = ratio of connecting rod length to crank length. If V = 7-9, = 38, and n 4-5, find the value of the expression. 7. When measuring distances by a tacheometer (a surveyor's instrument) the expression Cs cos 2 -f- k cos occurs. If C = 100, s = i -i 8, k = 1-25, and = 28, find the value of the expression. 8. In connection with Question 7, above, the expression sin 26 + k sin 6 also occurs. Using the same values as in Question 7, find the value of this expression. P 9. The formula ^ tan (p a) refers to an inclined plane. If P = 4-05, W = 58, and a 7, find the value of the angle p. 10. The angle of a conical plug is given by the expression tan = 7 where D and d are the large and small diameters 2 21 respectively, and / is the axial length between them. Find the angle of a plug in which D = 2-5, d = -95, and / = 2-25. Problems involving Simple Trigonometry. Problems frequently occur, particularly in drawing office and tool room, which require for their solution the use of the ^principles discussed in the earlier portions of this chapter. As with most examples of problem nature, it is impossible to give a rigid method by which such prob- lems may be solved, and the process must be assimilated by working through as many illustrative examples as possible. In all cases a sketch showing the conditions of the problem must be made, in which right-angled triangles should be sought for and, if necessary, introduced by the addition of suitable lines. A knowledge of geometry is of great assistance in this connection. From the various right-angled triangles then available, some TRIGONOMETRY 423 trigonometric ratio of some angle can usually be expressed in terms of one known side and one unknown side, whence the value of the latter may be calculated. A few illustrative examples are appended. Example 388. The height of a factory chimney stack is to be found. A theodolite (i.e. an angle-measuring instrument) is set up AD o Fig. 154. Diagrams for Examples 388-392. at a point 200 ft. away from the base of the stack on level ground, and the top of the chimney is sighted, as indicated at (A), Fig. 154. The " angle of elevation " is found to be 42. Calculate the height of the chimney if the theodolite stands 4 ft. high. A right-angled triangle is evidently formed by the centre line of the stack (vertical), the line of sight, and the horizontal through the theodolite centre. In this triangle PQR, the side QR and the angle R are known, and the length of PQ is required. 424 ARITHMETIC FOR ENGINEERS Then since ,~ = tan R G R PO - tan 42 = -9004. 200 ^ * ^ PQ = -9004 x 200 = 180-08', say 1 80 ft. The height of the stack is evidently 4 ft. greater than this, since the point Q is 4 ft. above ground. Therefore the total height of the stack = 184 ft. Example 389. The proposed dimensions of a small ball bearing are given at (B), Fig. 154. Assuming the balls to be evenly spaced, calculate the clearance between two adjacent balls. (Note. This clearance must be measured along the straight line joining the centres of the two adjacent balls.) A sketch showing two adjacent balls to a larger scale is shown at (C), Fig. 154, in which the ball centres are lettered A and B respectively, and the centre of the inner race is lettered O. Then on the assumption that the 9 balls are evenly spaced, the angle BOA is * of a complete circle i.e. angle BOA = 3-^- = 40. The triangle AOB is " isosceles/' i.e. side OA side OB. Then, if a line OC be drawn perpendicular to AB, this line OC will divide both the angle BOA and the side AB into equal parts. angle COA = a (say) = 4!L 2 o. Now in the triangle AOC, AC ^ and OA = radius of inner race -f- radius of ball AC -- = s i n 20 = -3420 219 ^7 whence AC = -3420 x -219" = -0749". Now DC = AC ball radius = -0749 -069 = '0059" and DC is half the actual clearance, /. Clearance = 2 X '0059 = -on 8" say -012" to the nearest thousandth. Example 390. A gauge was required of the form and dimensions shown at (D), Fig. 154. The method of working was to first make a complete isosceles triangle AEB as shown at (E), Fig. 154, the sides TRIGONOMETRY 425 AB, AE, and BE, and also (as a check) the height, EG, being measured by micrometer. The top triangle EDG was then cut off until the required height of the remaining piece was obtained. Calculate the dimensions AB, AE (which equals BE), and EG, to the nearest thousandth of an inch. If the dotted line DH be drawn perpendicular to the base AB, then the triangle ADH is similar to the triangle AEG, and the angle ADH = 10, i.e. half the apex angle, since the triangle AEB is symmetrical about the centre line EG. Then, in triangle ADH as .'. . = 'i7 6 3- .*. AH = -1763 x 1-2 = -2116". Then the half width at the bottom, = AG = AH + HG = -2116 -f- -15 = -3616". Then the whole width AB = -3616 x 2 = -7232" say > 723 // . Now in the triangle AEG, ... '^=,736 Also, in the triangle AEG, ' The required dimensions are then AB = -723" AE = 2-083" EG = 2-051" Example 391. The movement of a rocking arm in a certain instru- ment is opposed by the extension of a helical spring, arranged as indicated at (F), Fig. 154. Determine the extension of the spring corresponding to a maximum rotation of the arm of 20. A skeleton diagram of the mechanism is shown at (G), Fig. 154, where OA is the initial position of the arm and OC is the deflected position, whilst AB is the unstretched, and BC the stretched, positions of the spring. The extension of the spring will be the difference between the lengths BC and AB. 426 ARITHMETIC FOR ENGINEERS The line CD is drawn perpendicular to the line BO. Then from the triangle OCD the lengths of CD and OD may be found. CD Thus CD 5 = -3420 /. CD = -342 X 1-5 = -513"- Also Q^ = cos 20 = '9397 /. OD = -9397 X 1-5 = 1-409". Now OB = OA + AB = i'5 -f- 1-75 = 3*25" and BD = OB - OD 3-25 1-409 = 1-841". Now in the right-angled triangle BCD BC 2 == BD 2 -f CD 2 (refer p. 266) BC 2 = i-8 4 i 2 -f -5132 = 3'3_88_+ -263 - 3-651 BC = "X/3'65 1 = 1-911 Extension of spring = BC AB = 1-911 1-75 = 'i6i"._ Example 392. The arrangement of a ship's steering gear is shown at (H), Fig. 154. The turning moment on the tiller is the product of the force represented by AB and the arm OA. Find an expression for this turning moment in terms of the applied force F, represented by AC, the distance d and the angle 0. From the information given Turning moment = force AB x length OA . . . . (i) It is then necessary to find (a) value of AB in terms of F and 6 from the triangle ABC, and (b) the value of OA from the triangle OAD. Now in triangle ABC AC ft = cos8 And in triangle OAD, OD and .... (3) Then substituting in (i) the values found for AB and OA in (2) and (3) respectively, ^ . F d Fd Turning moment = ~ x n = - - r^. & cos cos cos 2 TRIGONOMETRY 427 Exercises 98. On Simple Trigonometrical Problems. [Letters, thus (E) refer to Fig. 155.] 1. The " gliding angle " of an aeroplane is given as " I in 7-1," indicating that, when gliding, a horizontal distance of 7-1 units is travelled for a loss in height of i unit, as indicated at (A). What is the angle of the gliding path with the horizontal, i.e. angle ? 2. The maximum gradient on the Pilatus mountain railway is given as 48%, i.e. a rise of 48 units for a distance of 100 units along the slope. What is the angle of slope to the horizontal, i.e. angle a at (B). 3. At (C), OE represents the effective radius of a steam engine eccentric. The " angle of advance " is arranged so that the projection of OE on the centre line, i.e. OP, equals " lap -f lead." What must be the value of if the effective radius is 3j", the lead is to be J" and the lap is if"? 4. The Whitworth standard screw thread has an included angle between the side slopes of 55, while the crest and root are so rounded that the sharp points are removed for a depth of of the pitch p, as shown at (D). Calculate, in terms of /?, the value of the full depth d and also the actual depth D. (Note. It will be sufficiently accurate if the value of any trigonometric ratio of 27 ^ be taken as half-way between the values for 27 and 28.) 5. The governor mechanism of a centrifugal type tachometer is shown at (E). When running at tliQ slowest and fastest speeds respectively, the governor runs " solid " in the positions shown at (F) and (G). The angles and 9 for these positions are of importance with regard to the spring control. Determine the values of and 9 from the dimensions given in the figure (E). The necessary right- angled triangles are indicated in figures (F) and (G). 6. The diagram at (H) indicates the skeleton arrangement of an Izod impact testing machine; OA is the initial position of a swinging hammer which, after breaking the specimen situated at C, rises to a position OB. The energy absorbed by the specimen is equal to W x distance DE, where W is the weight of the hammer. Find an expression for this energy in terms of the quantities W and L and the angles a and (3. 7. A plug gauge is to be made of the form and dimensions shown at (J) ; the circular portion, if completed, passes through the corner A of the square ABCD. Calculate the diameter to which the plug must be ground before the shaded portions are cut away. [Hint. Referring to the sketch at (K), the radius of the plug = OA = OE = EF OF, and OF may be expressed in terms of OA by reference to the triangle OAF.] 8. A dovetail gap in a form gauge is to be tested by the fit of a turned disc as shown at (L). Calculate the necessary diameter of disc for the dimensions shown. [Hint. The triangle essential for the solution is shown at (M) as OAB. Determine the value of r by reference to the angle OAB and the side AB.] 9. When measuring the thickness of spur wheel teeth by a gear tooth vernier caliper, as indicated at (N), the chordal thickness ADB and the height CD are measured. These dimensions differ from the 428 ARITHMETIC FOR ENGINEERS .^."oi*. C)> H/h Lap ^Leabl Fig. 155. Diagrams for Exercises 98. TRIGONOMETRY 429 thickness and height determined from the circular pitch and need to be specially computed when the number of teeth in the gear is small and the pitch is coarse. If R = pitch radius of wheel and N = number of teeth in the wheel (i.e. number of pitches), determine expressions for (a) the chordal thickness ADB, and (b) the additional height DE. [Hint. Work from the triangle AOD.] 10. At (P) is shown the indicating portion of a certain gyroscopic instrument in which the tilting of an arm A is multiplied by the quadrant Q and the pinion P, the spindle of the latter carrying a pointer N. The essential dimensions of the multiplying gear being as shown, calculate the angle that the pointer will move if the arm A tilts 10 from the mean position shown; the ratio of the quadrant and pinion gear is 4 to i. [Hint. The skeleton diagram at (Q) is a view of the mechanism looking in the direction of the arrow Y ; x is the vertical movement of the tilting arm in the plane of the quadrant Q. The diagram at (R) is a view looking along the arrow Z; the angle a turned through by the quadrant is determined by the value of x.} The Reciprocal Trigonometric Ratios. The ratios already considered, viz. sine, cosine and tangent, are by far the most important trigonometric ratios, but there are a few others which, although of lesser importance, are occasionally useful. Referring to the right-angled triangle at (Z), Fig. 150, the three chief ratios of the angle A have been defined thus : opposite side BC . adjacent side AC opposite side BC hypotenuse AB ~ Sin A hypotenuse "T5 cos A; adjacent side "AC "" tan A - Now if ratios be taken between the same pairs of sides, but in the reverse order, another three trigonometric ratios are obtained, which are named thus : hypotenuse AB A . hypotenuse AB opposite - BC - Cosecant A ; y adjacent - ^C - Secant A ; adjacent AC These names are abbreviated in a similar manner as in the case of the other ratios, thus : cosec A for cosecant of angle A. sec A for secant of angle A. cot A for cotangent of angle A. It should be noted that each of the new ratios is derived from exactly the same two sides as those defining the more important ratios above, but the pairs of sides occur in the reverse order, i.e. the numerator and denominator are interchanged in every case. Now, when a ratio between any two quantities is inverted, 430 ARITHMETIC FOR ENGINEERS the two forms are said to be " reciprocals " of each other (refer P- 79)- Therefore Sine and Cosecant are reciprocal ratios, Cosine and Secant are reciprocal ratios, Tangent and Cotangent are reciprocal ratios ; or, expressing these statements in equation form I 1,1 cosec = . ; sec = - - ; cot = - sin cos tan i i A i sin = ; cos = ; tan = -. cosec sec cot The difference in the values of these ratios, for angles between o and 90 is that, whereas the sine and cosine are never greater than i, the cosecant and secant are never less than i. The cotan- gent is like the tangent in so far as its value varies from o to infinity. It has already been shown that sine and cosine are inter-related for complementary angles, i.e. sin = cos (90 0) and cos = sin (90 0). Among the six ratios now known, similar relations can be shown to exist, viz., sec 6 cosec (90 6) and cosec = sec (90 0), cot 6 = tan (90 6) and tan 6 = cot (90 0) ; or in more general terms, each ratio of an angle has the same value as, and is identical with, the " co-ratio " of its complement. Further points concerning the Table of Ratios. A few other points relating to the table on p. 458 may now be examined. It will be noted that the two central columns headed " Tangent " at one end are also headed " Co- tan gent " at the other end. The reason for this is that the angles in the extreme outer columns on any horizontal line are complements of each other, and the tangent of an angle and the cotangent of its complement are equal. The arrangement of the tan and cot columns is thus similar to the arrangement of the sin and cos columns. There are two other columns at each side of the table which have not yet been referred to. The " Radians " column merely gives the values of the angles in the extreme outer, or " Degrees/' columns, expressed in terms of the " radian," a special unit, already referred to on p. 263, which is equal to 57*3. This method of TRIGONOMETRY 431 measurement is of considerable importance in more advanced work, but need not be further considered at this stage. The third and eighth columns headed " Chord " give the lengths of the chord of a circle [refer p. 250 and (N) Fig. 25] whose radius is I unit for various angles subtended at the centre. Referring to (C), Fig. 154, the line AB is a chord of the circle through the ball centres. Now the ratio of the length of this chord to the radius of its circle, i.e. ^-.- in the figure, is always constant for the same angle subtended at the centre of the circle, and the " Chord " columns in the table give the values of this ratio for the various angles from o to 90. The values in these columns are related to those in the sine columns ; they are, in fact, the values of " twice the sine of half the angle/' Thus referring to (C), Fig. 154, the chord AB = AC X 2, and AC = OA sin a. AB = 2 X OA sin a. Now the angle subtended by (i.e. opposite to) the chord AB A is the angle AOB, which we may denote, say, by ; then a = . AB = 2 OA sin - 2 AB 6 r^ = " chord " ratio = 2 sin - OA 2 which is twice the sine of half the angle. The chord columns are sometimes useful for setting out angles without using a protractor. Important Relationships between the Ratios. Much of the practical application of trigonometry is dependent upon a knowledge of certain very important relationships that exist be- tween the various ratios other than those already referred to. It is not possible, nor desirable, to discuss these at this stage, but there are two very important instances which may be noted and remembered for use when the subject is further pursued. Referring to the standard right-angled triangle at (Z), Fig. 150, it is known that . A BC A AC . A BC sin A = Now let the sine of angle A be divided by its cosine, when both ratios are expressed as above. FF 432 ARITHMETIC FOR ENGINEERS Then sin A * . A BC . AC r = Sin A -r- COS A = -r-,5 -7- -T-T5 cos A AB AB 14 . . . BC AB inverting divisor and multiplying = -^- x -rr% BC and cancelling AB = -v-p which relation is already known as the tangent of A. sin A cos A = tan A. Again referring to the same right-angled triangle and the same three ratios, let the sine and cosine be each squared and their squares added together. TU A BC ' 2 A BC2 Then since sin A = - /. sin 2 A = A AC , A AC 2 and cos A = ^g /. cos 2 A = 2 A . * A BC 2 AC 2 .. sin 2 A + cos- A = _ BC 2 + AC 2 "" AB 2 ' Now in any right-angled triangle the sum of the squares on the two sides enclosing the right angle is equal to the square on the hypotenuse (refer p. 266) so that BC 2 + AC 2 may be replaced by AB 2 . 2 A i 2 A BC 2 + AC 2 AB 2 /. sin 2 A + cos 2 A = XB2 sin 2 A + cos 2 A = 1. From this relation sin 2 A = i cos 2 A so that sin A = Vi cos 2 A also cos 2 A = i sin 2 A so that cos A = Vi ->sin 2 A. Graphs of the Important Ratios. It has already been stated that no ratio increases in proportion to its angle; thus sin 60 is not equal to twice sin 30, and so on. This general statement can easily be verified by reference to the tables, but a much better conception of the way in which the various ratios change as the angle is changed can be obtained by plotting a curve for each ratio to be examined. If the values 'of the ratios sine, cosine and tangent be taken from the table for angles at intervals of, say, every 5 or 10, and TRIGONOMETRY 433 these values be plotted vertically on squared paper with the corre- sponding angles plotted horizontally, then the resulting points will be found to lie on a perfectly smooth curve in every case. The shapes of these curves are characteristic and are reproduced to a small scale, for angles from o to 90, in Fig. 156. None of the curves contains any straight portion, but the direction is every- where different. The following features should be noted : Sine Curve. The curve is convex upwards, increasing from zero at o to i at 90. The greatest slope is at o, and the slope steadily diminishes until at 90 the curve has become horizontal. - - - - _ ^ in o x^ " - 1 p - - - ^s N ^ V ^ ^ - s ^ / -- ._. i- ., V . / \ > ' 4 \ , c urve of Sines Curve of V A Cosines Ny > N f L f 1-0 8 (, 4 2 n t 7 / 1 / / J t Curve of Tangents -- f o 20 ANGLE 60 80 9 DEGREES 20 40 ANGLE- eo 90 o 20 AMGI AO 60 80 90 t - DEGREES Fig. 156. Sine, Cosine and Tangent Curves from o to 90. Cosine Curve. The curve is convex upwards but decreases from i at o to zero at 90, the general slope being downwards. The cosine curve is identical in shape with the sine curve but is reversed left for right. Tangent Curve. The curve is concave upwards and increases from zero at o to i at 45 after which it rises at a very rapid rate, becoming practically vertical in the neighbourhood of 90. The actual value at 90 cannot be plotted as it is infinitely far up in the vertical direction. In this book only angles between o and 90 have been con- sidered, but if the subject be followed up then angles of greater than 90 must receive consideration. It will then be found that the various trigonometric ratios can possess negative as well as positive values, and that the sine and cosine curves become a series of ripples evenly spaced with regard to the horizontal axis. The study of this sine curve is of the greatest importance in engineering and all branches of science. ANSWERS TO EXERCISES Exercises 1 1. Proper fractions : , f|, ; Improper fractions : \^, ty 2. tai; - .. . 13- 9i 3. Improper fractions : !,; Mixed numbers : 5Jf, 30$, i^ 4. Proper fraction : ^ ; Improper fractions : ^, f ; Mixed numbers : *i. 7A 5. f, 1, H> . 6. v, ?i. it. ?S. ?? 7. ^, v. . . W 8. W> *F> . H 1 * > W. #' HI* 1 10- W. W, Yi a , W 11. it, 3t. 2?, if 2? 12. ijV. 9t, 6t, 3}, 9j 13. 3iV 9i 2^-, I, 16 14. i^, 4^, 41J-, 12$, 9& 15. 6, 3^J. 2^, ii}f, 22^5 16. 1 1 A, 6i8, 3r^, 3iV 3 Exercises 2 1. f, *.}.*,! 2. l-}},i. ^ } 3. *.,*. |,t 4. A, i }J, i? 5. i, j, i i, jj 6. 8#, }M> A, * 7. 2j, 4 , i J. if, ij 8. 31, 5, 2^ 6J, if 9. 5 &, 6fc ioj, io|, i^ 10. lo^, 4 f 3 | f i,V 11. 15$. 88, 5 f, 3 J 12. 550, ijj, I3& Exercises 3 1. (a) i"; (b) r ; W if 2. (a) |"; (6) }}" ; (c)&" 3. () i|; (b) Jj 4. () T&; (*) } 5. (a) ft; (b) ft 6. (a) gf ; (6) J 7. () JI : (b) U 8. (a) ft ; (6) 9. (a) JJ ; (6) 10. (a) f J ; (b) ft 11. 24 12. 12 13. 72 14. 144 15. 60 16. 42 17. 144 18. 165 19. 300 20. 153 21. 102 22. 165 23. 750 24. 4200 25. 180 26. 306 27. JJ 28. f 29. M 80. i^ 31. ft 32. i 3 33. if J 34. 7^ 35. 7^ 86. L Va 37. 3 ~3" 88. 8J" 89. 3 / -iJ // 40. 8ft'' 41- 9iV' 42. i6J x/ Exercises 4 1. /' 2. A" 8. A" larger 4. J 5. 6. A 7. J 8. ifj 9. i aj 10. ^ 11. 2 A 12. | 13. i/ a 14. 2 {g 15. 4f 16. m 17. 18. 6}i 19. ft* 20. f 21. 3 A 22. 2ff 23. A 24. ff 25. i 26. 2j 27. 8p 28. 2^ 29. 6Jf 30. ijg 31. A 32. ^ 33. i^ 34. 3*" 35. i^ 86.11} 37.12^ 88. A 89. i A 40. o 41.2" 42.20}^ 48. 3i" 44. 7i" 45. (a) ij|"; (ft) A" 434 ANSWERS TO EXERCISES 435 Exercises 5 1. 2 2. 2ft 3. A 4. 3 | 5. * 6. ft 7. ft 8. i 9. i? 10. M 11. 4 J 12. 6 13. 9j 14. T fc, 15. A 16. iA 17. 3 J 18. 864 19. 2| 20. ^ 21. ^ 22. A" 23- A" 24. iV 25. A" 26. 9* r.p.m. 27. T fo" 28. (a) 1T foj"; (6) i^W 29. 6080 ft. 30. 12 miles. 31. noo yards 32. 338 cu. yards Exercises 6 1. 4 2. 2% 3. f 4. 12 5. A 6. f 7. 2 8. 6 9. ^ 10. f 11. 3^" 12. ioo 13. 14" 14. 13}" 15. 22" 16. 8" 17. 216 Ibs. per inch 18. 248 Ibs. per inch 19. 256 Ibs. per inch 20. 624 Ibs. per in. 21. -fa 22. T J a 23. A 24. A 25. * 26. f 27. i 28. A 29. ^ 30. i 81. & 82. f 33. A 34. | 35. A 36. J Exercises 7 1. ,V 2. i& 3. 3l 4. 3 J 5. i6J 6. ft 7. \\ 8. ij 9. iA 10. 6f 11. A 12. iA 13. iJJ 14. | 15. ^ 16. JJ 17. if 18. 6}| 19. 10 20. 2^ 21. logj 22. 8 23. 45 screws per bar; 39 bars. 24. 50$", say 51" 25. 41!" 26. 14 27. 138 28. 19!", say 20" 29. 163 ft. ; 4 lengths 80. Cement 3 cwts. ; coke breeze 12 cwts. 31. (a) Lead 90 Ibs., tin 60 Ibs.; (6) Tin ioo Ibs., lead 25 Ibs.; bismuth 25 Ibs. 32. Nitre 45 Ibs., ; charcoal 9 Ibs. ; sulphur 6 Ibs. 33, (a) Tin, 74 Ibs. n ozs. ; bismuth, 37 Ibs. 5 ozs. (6) Lead, n Ibs. 3 ozs. ; tin, 44 Ibs. 13 ozs. ; bismuth, 56 Ibs. (c) Lead, 35 Ibs.; tin, 21 Ibs.; bismuth, 56 Ibs. 84. (a) Old sand 122^, say 122 Ibs.; new sand 81^, say 8iJ Ibs. ; coal-dust 20^, say 20^ Ibs. ; (b) Old sand 790^9, say 791 Ibs. ; new sand 263^, say 263 Ibs. ; coal-dust 65^, say 66 Ibs. 35. Lead 22^ Ibs., antimony 5 Ibs., bismuth 2^ Ibs. 36. Cement y\ tons, sand 22j tons, aggregate 45 tons. 37. 3 if ; 50' - 91", say 51 ft. 38. A 39. & 40. 3 7i 3 o 42. fg 43. 27 Exercises 8 1. (*) 55; (&) -55; (*) 134; (<*) -0134; (e) 453600; (/) -4536 2. (a) i'ii8; (b) -087; (c) -00000066; (6?) 350,000,000 3. (a) 35oo watts ; (b) 7300 watts ; (c) 80 watts 4. (a) 29-5 kw. ; (b) -231 kw. ; (c) 305 kw. 5. (a) 270,000,000 ; (6) 500,000 ; (c) 300 6. (a) 4-26; (b) -055 Exercises 9 1. W i: W A: W W 2. (a) ^; (6) I; ( C ) |^ 8. (a) 2^; (6) iJJ; (c) ^ 4. (a) Jtt; ( 5. (a) JJ; (6) SJ 436 ANSWERS TO EXERCISES Exercises 10 1. 3937; 528; 2205; 3045; 365 2. 2985; 105; 807; 1083; 454 3. 66; 6065; 1118; 3209; 15708 4. 109; 87; 105; 6009; 2 5. 454; 30*5; -434; 62 '4; -00112 6. 14400; 1390; 32-2; 601; 3750 7. 'O8i ; -28; 15; -065; 5-4 8. 2-2; 610; -016; 30,000,000; -n 9. (a) 277-3 cu. ins. ; (b) 277 cu. ins. 10. (a) 453-59 grammes; (6) 454 grammes 11. (a) -14286; (b) -1429; (c) -14 12. (a) 2-7183; (b) 2-718; (c) 2-7 Exercises 11 1. 99-28 2. 263-81 3. 220-04375 4. 349-6 ft. 5. 36 Ibs. 6. 67-05 chains 7. 11-23 8. Dowson 44-42 ; Mond 36 ; natural gas 95-75 9. 8-9 10. 29-95 11- () Brass 1-8; (b) steel i-oi 12. -6888 grammes 13. (a) 1163-7 grammes; (b) 51-9 grammes 14. (a) -1888; (b) -2878 15. -0035"; -0105" 16. 20-66 17. 10-995 jColumn R = 7'4o6j Error = . OQ2 g = . OQ2 \ F = 7-404] 20. 3*83 21. 6-23 tons 22. 3 Exercises 12 1. 40-71, i. e., 40-7 2. 404-2, i. e., 404 3. -7923, t. ., -792 4. 12*52075, i. e. t 12-5 5. 61-544, . 0., 61-5 6. -0004698, t. e. t -00047 7. 48-24, t. e. t 48-2 8. 18-8819, *'.<?., 18-9 9. -09752, i. e. t -0975 10. 21444-5, i. e. t 21400 11. 31-05 m.p.h., say 31 m.p.h. 12. Boat's speed = 12-1 m.p.h. /. boat is slightly faster 13. 25-95 14. 23-9 Ibs. 15. 97-5 16. 27-4 Ibs. 17. 2713, say 2710 cu. ins. 18. -0783 in. 19. 515 Ibs. per sq. in. 20. 477-7, say 478 Ibs. per sq. in. 21. 156 sq. ins. 22. 28-16, say 28-2 ohms Exercises 13 1. 43-9 2. 4-676 3. 18-19 4. 3096 5. -08885 6. 24-31 7. -475 8. -00847.-^, 9. 2003. 10. 282 11. (a) 1 1 -2 atmospheres; (b) 6-12 atmospheres 12. -651; -6405; -62 13. 4-54 14. 2-205 Ibs. 15. 50-8 16. 1-34 17. 4-85 sq. ft. 18. 22 Ibs. per min. 19. 42-2 Ibs. permin. 20. 31-1 Ibs. per min. 21. -0133 ohms, per ft. 22. -016 cu. ft. Exercises 14 1. -625 2. -09375 3. -5625 4. -9048, say -905 6- "171875 exact, say -172 6. -152 7. -45 8. -555 9. -417 10. 3'i4 2 11- '3 min. 12. -567 min. 13. -183 min. 14. -9 min. 15. -217 min. ANSWERS TO EXERCISES 437 16. -0416 ins. 17. -0556 ins. 18. -in ins. 19. -222 ins. 20. -286 ins. 21. -0909 ins. 22. -0714 ins. 23. -0526 ins. 24. -0357 ms - 25. " Go in " end 1-6246" dia. ; " Not go in " end = 1-6262* dia. Exercises 15 1. Yes 2. Yes 3. No; should be 31-5 4. No; should be -155 5. No; should be -0494 6. Yes 7. Yes 8. Yes 9. -478 10. 64 11. 880 12. 71-4 13. 21-4 14. 272 15. 44000 16. 34700 17. -0245 18. -705 Exercises 16 1. 34 ft. 2. 2-53 3. 2-55 4. -199 amps. 5. (a) 6-63 ohms. ; (b) 29-8 volts 6. 20-3 7. 655 h.p. 8. -619", say I" 9. (a) 11520 watts; (b) 104-7, sa Y 10 5 amps. 10. 24,600,000 Ibs. per sq. in. 11. 11,620,000 Ibs. per sq. in. 12. 604 B.T.U. 13. 9-16 14. 32-36 tons 15. 963 16. 4975- 17. 337 18. 8-59 tons 19. 8-89 tons 20. 21-3 tons 21. 544. 22. 88 Ibs. per sq. in. 23. 15-05, say 15 Ibs. 24. 53-6 Ibs. per sq. in. 25. 581 ft. tons 26. 1600 Ibs. Exercises 17 1. 1-505 2. -579 3. -0278 ohms 4. 03599"', say -036* 5. -396 6. 27-9 Ibs. per. min. 7. 100-2, say 100 Ibs. per sq. in. 8. 110-45, sa Y II0 volts 9. 221-1, say 221 amps. 10. 592-5, say 593 cu. ft. per min. 11. '462 mm. 12. '794. Exercises 18 1. ij* holes, 6s. per doz. ; i" holes, 35. gd. per doz. 2. 2 los. 3. 295. 3^. 4. (a) 4 4$.; (b) 3 35. 5. 179 h.p. 6. 40-8 Ibs. 7. (a) '477 cu. ft. ; (b) 6-44 cu. ft. 8. Max. 2958 Ibs. ; min. 2842 Ibs. 9. 3'3 tons 10. 2-5%. 11. 14-1% 12. 1-12% 13. (0)3i7'5 gaUs. P er min.; (6) 5-83% above 14. Copper 76-2%; tin 23-8% 15. Copper 94-1%; tin 5-88% 16. Copper 65% ; tin 5% ; lead 30% 17. Copper sulphate 8-33% ; sulphuric acid 8-33% ; water 83-33% 18. Water 13*3%; carbon dioxide 17-8%; nitrogen 63%; oxygen 9% 19. Carbon dioxide 10-4%; oxygen 12-25%; nitrogen 77-4% 20. 99-205% 21. 98-136% 22. 93'97 2 % 23. 99'377% 24. 204 and 196 r.p.m. 25. 182-7 an< ^ J 77*3 r.p.m. 26. 87-5 and 82-5 r.p.m. 27. 20-6% 28. Water 97*6% ; hypo 1-22% ; sugar of lead 1-22% 43 8 ANSWERS TO EXERCISES Exercises 19 1. (a) 4-89 to i ; (b) 2-03 to i 2. (a) 5 to i ; (b) 5-9 to i 3. -639:1 4. -862:1 5. (a) 40-7:1 6. (a) 3*2:1; (6) 3-23:1 7. (a) 29-1:1 8. (a) -829 : i ; (b) -597 : i 9- (a) -529 : i (fc) 112-7: i (b) 30-1:1 -566 : i 10. 1648 11. (a) 4-41:1; (b) 2-68:1 12. 6-32:2-38: 13. 8-99:4:1735:1 14- (a) 14-8:1', (b) 13-3:1 15. -412 16. 12:1 17. 21 : i 18. (a) 4; (b) 2-46 19. (a) 1-58; (b) 4-8; (c) 5-42; (d) 5-63; (e) 6-05; (/) 7-09 Exercises 20 1. 42 Ibs. 2. 4i galls. 3. 50-2 sq. ins. 4. 16-3 Ibs.; increase = 1-8 Ibs. 5. H.P. 15-94", say 16* dia.; I.P. 26-6", say 26 1* dia. 6. H.P. 754-3 sq. in.; ist I.P. 1660 sq. ins.; 2nd I.P.347O sq. ins. 7. 3520 sq. ins. 8. 135 galls. 9. 175 galls. 10. 3-75 cwts. Exercises 20a. Refer p. 453. Exercises 21 1. 86-8 volts 2. 13-28 grammes 3. (a) 104 ; (6) 1596 4. 1540 ft. per min. 5. 153,400 Ibs. 6. 710 7. 90 inch-lbs. 8. 28-8 sq. ins. 9. 24-7 10. 211 tons-ft. 11. 48 12. 2-55 13. 13-1 14. -75" 15. -632 16. 11-39 17. 28700 18. 29-7 H.P. 19. 3-15 B. H.P. 20.6-47 Exercises 22 1. i* 2. -622* 3. 1185-5 4. 883 5. H43-3 6. (a) 98-9 ft. per min.; (b) 21-6 ft. per min. 7. 6-52' 8. D = 1-492", H = -4264", w = -1447*, h = -1421' 9. 1350 f t. P er min. 10. -437 11. -59 12. 28 13. 185 F. 14. 38-4 amps. 15. -00833 16. 45-6 17. 4-67 18. 8-68 19. 3-41 tons 20. -802' 21. 378-7 22. 5-04 H.P. 23. 2 33 24. 2-98 tons 25. 1762 Ibs. per hr Exercises 23 1. 4 X 4 X 4; 10 x 10 ; 3x3x3x3; -2 x -2 x -2; -5 x -5; X 10 X 10 X 10 X 10 2. r X r; D x DxDxD\aXaXa\ hxhxhxhxh 3. (i) 9; (ii) 6 4. (i) 64; (ii) 12 5. (i) 3; (ii) 2-25 6. (i) 81; (ii) 12 7. (i) 10; (ii) 32 8. (i) c x c X r ; (ii) c x r X r ; (iii) c x c X r X r ; (iv) c x r X c X r; (v) Results of (iii) and (iv) are equal 9. (i) 2 x M x M ; (ii) 3 x M x M ; (iii) * X M X 2 x M ; (iv) 3 x M X 3 X M ANSWERS TO EXERCISES 10. (i) a x a x a x r ; (ii) a X r x r X r; (iii) a X a X r > ; r > (iv) aXaXaXrXr 11. (i) 3 X n X n X p ; (ii) 3 X n X px Pi (iii) 3 X n ; x n x p > 12. (i) 3 X n x p X n x p; (ii) 3 X n X 3 X n x p; (iii) 3 - X P X 3 X n X p 13. (i) 4-5; (ii) 75; (iii) 2-25 ; (iv) 2-25 14. W i; (ii) '5 ; (i") 4* (iv} * V / i 15. (i) 24; (ii) 54; (iii) 108; (iv) 72 16. (i) 43-2; (ii) 3<>; (iii) 4-32; (iv) 4-32 17. (i) 4000; (ii) 1000 ; (iii) 30,000 ; (iv) 0003 18. 4-91 sq. ins. 19. 112,640 Ibs. 20. 72-13 21. 30,070 22. 102 tons 23. 3-39 H .P. 24. 3'327 25. 2316 ft. 26. 438 H.P. 27. 8-71 H .P. 28. 33-8 29. 7 68 Ibs. 30. 4-56 Ibs. 31. 195 32. 887 watts 33. 4 i ft. 439 X n Ibs Exercises 24 1. 3-4 2. 15-5 3. 2-1 4. 29 5. 9-18 6. 10-5 7. 40-3 8. 109 9. -78 10. -27 11. -095 12. i -oi 13. -0031 14. 15-9 15. 49-9 16. 320 17. 2600 18. 4-76 19. 1-62 20. 50- 6 21. 60-7 22. 27-6 23. 24-2 24. -301 25. -356 26. 7-58 nautical miles 27. 74-6 ft. per sec. 28. 6-74 ins. 29. 5-56 H.P. 30. 12-4 31. 8-35, i. e., &" 32. 1-645", * e -> *\ 33. 15-9 34. 1-998 sees. 35. 70-7 amps. 36. -917 37. 1 1 -9 38. 2-12 ft. 89. 1-25 8 . 243 . C 2 9. JL 10. * 15. gr* 16. Exercises 25 12. 11. 4*2 27 ir 13. 17. 18. 19. 14. ~~ 900 3.375 /3 20. .85 7 . 4. 8. Exercises 26 2. -8I7VRT 3. .-ggg^ 5. -346 Vr 6. 8-02 Vh 7. 44-3^ 9. -274D 10. 224 VH 11. 13, -0763^ 14. -707 Vp - i 440 ANSWERS TO EXERCISES Exercises 27 1. a 5 2. / 3 3. N> 4. d 6 5. r* 6. a' 7. H 8. io 9. io 7 10. w*r 11. px* 12. 6 13. D 14. R 4 15. io 4 16. io 17. / 3 T 18. R 3 E 19. * 2 M 3 20. p*d* 21. * 5 ;y 2 z> Exercises 28 1. m 2. S 4 3. t 4. R 5. io 4 6. io 2 a 7. an 8. *r 9. />d 3 10. fo> 11. io 8 R 12. io 6 Exercises 29 1. a 12 2. a 9 3. io 8 4. N* 5. D* 6. R 12 7. io 8 8. io 12 9. R 10. m 10 11. r 4 12. c*d* 13. c e <* 8 14. c 6 ^ 6 15. a 4 /) 8 16. <* 3 9 17. lo 1 ' 18. w 12 /? 4 Exercises 30 l-T 2 ' 2M ' 8 ' M ' *; 5 ' 8 6 '5 7. I 8. i6n 9. (a) C 'R; (6) | 10. ^ 11. ^ 12. 785^ 13. ^ 1*. 6' 15. ^ 16. gj- 17. g 18. 5Jr 19. ^^ 20. 21. ^^ 2 22. -52360* 23.- 2K / a 4 64 24. 2-47Dd 2 25. 26. ^ 27. ^B 21 4 ** 5 Exercises 31 1. 8 2. 3 3. 15 4. io 5. 17 6. 1-9 7. '2 8. 1*6 9. i-i 10. 1-55 11. -8730 12. -1380 13. 1-0160 14. -6700 15. 1-045 16. 1-695 17. -954 18. -95 19- 2-115 20. -35 21. 2 22. 3 23. - 6 24. - 3 25. o 26. 7 27. i 28. 8 7 29. 3 30. 7 31. o 32. 4# 2 ;y 33. r 2 34. ^pm 35. 2a 2 c 36. i8u>/ 37. 8/> 2 . 38. 3^ 39. - 5-5*1. 40. - 8-670; Exercises 32 1. 6 2. ii 3. 4 4. ii 5. i 6. 18 7. 14 8. i 9. o 10. 2-2 11. 3-6 12. 2-3 13. 2-7 14. 2-9 15. -9 16. 6-72 17. - 3'45 18- - 6 '9i 19. - 1-117 20. - 17 21. 4-101 22. - -33 23. - 2-002 24. -845 25. 7-35 26. ywl 27. i2r/ 28. 25ad* 29. 2C 2 /> 30. yey 31. ANSWERS TO EXERCISES 441 Exercises 33 1. /> a zpq 2<? 2 2. 4#f 2 iar 4^ 3. w -f 2/ / 2 / a 4. 4m 3 w 2 w 5. a 3 6 3 6. 3 + q* 7. 2# 8 x*y + 5)> 2 3# 3 ;y 3 # 4 8. 3m/ 18 + 5/ 2 4m 2 9. 2 2r 2 10. / 4 12** 11. 2* -55* 12. -25y 2 - -55y + 7 13. 7n 2 + 12 14. iia + d 15. |c c 2 16. \$x* + # 10 17. Id - 3* + 3** 18. |n 19. 36^ - ib*d - 36 20. 9* 4/ Exercises 34 1. 20 2. 20 3. 20 4. 20 5. 2-1 6. 5*39 7. 3-126 8. -975 9. 24 10. 24 11. 24 12. 16 13. 10 14. 6-75 15. 9 16. 4 17. 4 18. 4 19. 4 20. 2-5 21. 1-875 Exercises 35 1. 4 2. - 8 3. 16 4. 32 5. 64 6. - 4 7. 8 8. 16 9. 32 10. 16 11. 64 12. 64 13. 6 4 r* 14. 641* Exercises 36 1. 7 ii 2. 45i 3. 436 4. 461 5. 283 6. 268 7. 273 8. 32 9. 4 10. 6-36 11. 9*44 C 12. i7-78C 13. - i8-8 9 C. 14. o 15. 5 F. 16. 32 F. 17. - 35-5 F. 18. - i 19. 5 20. 3 21. 1-67 22. - -737 23. 175 24. 180-4 25. 18-95 26. 16-96 27- 6-44 28. 5'5 29. 4-23 30. 20 7 31. - 2 32. 5-2 33. - 4-71 34. - 10 35. 18 36. 60-25 37. 13-8 38. 22-25 39. 1218 40. - 3 41. - -675 42. 1-175 43. -65 44. - -25 Exercises 37 1. M 2. C + M 3. x + 3 4. $p 2 5. 56 4 6. 22 ^d 7. 3^ 2 w 8. i a 9. \r $r z 10. 7H + 8 11. raA 12. 2 3 2/ 13. 2i> 2 v l 14. 3^ 7 15. -133 -000279^ 16. 145006 + 62o6oH 17. 99 ~? 18. PR - W 19. la + \b 20. - R 21. *2 * 22. ^ + * 23. C2 ^" I 24. tC 25. -997 +-0002* 26. 561 + 27. 175-6 -27* 28. s + -48/> + 950-6 5 29. 1082 -j- 3* 30. 1-64* *5#* 31. i -oi 8 + -0000306* 32. -7502 -000504* 33. 145006 + 62o6oH + 7757O 34. 10-76 -01* + -0048T 442 ANSWERS TO EXERCISES Exercises 38 1. a(i - e) 2. 5. K(I - ) 6. 9. 4 A(2f - h) 10. 13. *( 5 - ) 16. Wy(i - *j + ) 17. fc(a + 6) 18. 21. R-r) 3. c(A + ma) 4. M(I + ^) "1 + 1} 7. 2M& + 1 2 ) 8. a(a + 26) *-?) 11. *(i - L) 12 ^f / 3 + / 3 22. - / - ~ 23. *(* + a) + c(* + ) = (* + a)(* + e) 24. , '5- ' 4 25. J^HB. 26. \ (a + Exercises 39 1. 2AT* 5AT 3 2. X* + 3AT 2 28 3. 2/ 2 -f /AT # 2 4. 2a 2 3ar 2r* 5. 2s 2 + PS 3p 2 6. 6 4 ft 3 66 2 7. a 3 + & 3 8. a 3 - 6 3 9. 4^ 2 10. Ar 2 - 4 #y + 4 >/ 2 11. QW 2 - i2n/> + 4/> 2 12. /> 2 13. / 2 + 2^/ + ^ 2 Ar 2 14. + py + y 2 15. * 2 16. ' _^ + 62 17. 2-25^ -6^ + 4 439 2 18. 9>w 2 + 7'2w#> + i-44/> 2 19- ^g + \* l + /2 20. 4 w 2 2W + -25 21. 4 J 2 22. n 2 - 9 23. - x* x* v 2 Z 2 i 24. f 2 - * 25. *V - ^ 26 ' 4 - F 27. / 3 - 3& 1 - 2^ 3 28. 396 29. 4475 30. 771 31. 855 32. 52 33. 82-875 34 - Exercises 40 1. 3-3 2. 11-17 3. 21-33 4. -94 6 5. 105-2 6. 4250 7. -005378 8. -2614 9. 27-61 10. 22-5 11. 1-624 12. 1-99, say 2 ft. 13. 1-478", i. e. t i%" 14. 2972 Ibs. per sq. in. 15. 14-06 16. 183 Ibs. per sq. in. 17. 235 18. 42-75 Exercises 41 1. 30 2. 4-98 8. 13-2 4. 2-5 5. 109-8 6. 103-5 7. 22*05 8. 19-62 9. -05775 10. 1-4 volts 11. 172 12. 648 13. 2-47 14. 137-5 15. 1-437 16. 144 ANSWERS TO EXERCISES 443 Exercises 42 1. 682 amps. 2. 19-9 3. 9-69 4. 3-98*, say 4* 5. 106,700 6. 4 7. -00671 8. 1250 ft. 9. 152-4 10. 4-762 11- T 3'33 12. 33-6 cu. ft. per sec. 13. 16-27 14. 340 15. 64-4 16. -0498 17. -628 18. 628 19. 1-242 20. 9075 Exercises 43 1. 7 2. 81-3 3. 36-985 4. 961 5. 55 6. 12-35 7. 6-7 8. 1-334 9. 00015 10. 3I9-3 11. 2-686 12. 1-2 13. 6-1 14. 6-85 15. 36-5 16. 3i 17. 005 18, 1-18 19. 36 20. 125-71 21. 54 22. 51-6 23. 939 Exercises 44 1. 30 C. 2. -45" 3. -885 4. 1455 & i'5 6. 25 7. 20-8 8. 214 9. -0346 sq. ins. 10. 61260 11. 8-33 12. i-34'. say if* 13. - 30210 14. 80 F. 15. - 36-25 F. 16. 59-25 F. 17. 1-79 18. - 3-89 C. 19. 31 pence 20. 125 21. 405 22. 41-5 23. 776 24. 114 25. 5 26. 7-5. Exercises 45 1. 2 2. 5-91 8. 2-78 4. 1-105 5. -622 6. 91-4 7. 2 8. -75 9. 4 10. 5000 11. -182 12. 3-29 13. 11-4 14. 10-15 15. 20-9 16. 2-84 17. 85 18. 14 19. - 3 20. 3 21. 4 22. 3393 23. -0343 24. 41-7, i. e., 42 25. 3-96 26. 1333 Exercises 46 1. 1-604 2. 79-1 3. 3-13 4. 161 5. 9-5* F - 6. 19-33 7. 69 8. 3-78 9. 4-27 10. 1-36 11. -00438 12. 1-296 13. 24-3 14. -000158 15. 137 16. 1-318 17. 2-167 18. 52,840 Exercises 47 1. 7-5 2. -6 3. ii 4. -75 5. 2 6. 4 7. 2 8. 3 9. -286 10. -4 11. -0909 12. 6 18. 5-04 14- 35-7 15. 25-25 16. 1-5 Exercises 48 1. 3-675 2. 1-12 3. 136 4. z-475 5. 30,520 6. ii-5 7. -664 8. 4*86 9. 9*375 10. i-37 say i|* 11. 223 galls, per min. 12. 3'39 13. 2348 14. 3 16. -97 16. 5-57 17- 4'*3' 18- 3*4* 444 ANSWERS TO EXERCISES Exercises 49 1. 6-25 2. -458 3. -956 * 32-5 5 - 39'3 6. -000941 7. 5-56 8. 84-4 9. 1-675 10. 162 11. -499 12. 5357 13. 6090 14. 1-5 15. 5'4i Exercises 49a. Refer p. 453. Exercises 50 1 F 2 w 3 ^ V 4 V 1 M 2> 8> f *' irD 7 . 8.W 9> *1 1Q j /T; E/> 2g '75-D- M dW 13. CR 14. Y 15 - c Qi 16 - ~D~ 19. Pitch dia. x Real Pitch ! Exercises 51 i _ 2 . I00 ^ a 746H 5. 11. 17. 4, ? 6 - ~8 P ^ H L o;(T If) " c/?F Vkr 18. c(r - i) 1 or 2941 WT c I2SOO< 0. TT i35 E E 271 H 330ooH o. y 7 - F g I2 7 2 ?_ H 9. m 10. 5L cA 2 1-26 ? 40 T ^o 4**K 14. j v IK 2 7iV 13. A A K , 9 66W__ iT -^ 1R. _ H ^ , 1Q C(R -f wr) 0/> $wl Exercises 52 1. P 14-7 2. H - *L 3. T 273 4. B - 4*! 6. M 2 mM 6. S - 7. - ad 8. E V ts 9. W Cr 10. u + a/ 11.^+- 12. g Exercises 53 , L-f 12 W - 7 n 1*035 4 K- 48 . 120 362 i 45 5. 1 I 2 ' 6 6. J(F - 32) 7. S ~ R 8. 1300 V 9. 566 -L 10. 50^ 29'2. 11. D K 12. v u 8 S t 4 O mR 44. Wf 1K B H IB V* U 2 13. n IV. tn 4 ' K* 2S 17 . - J_il<.- 18. 150(5 - i) 19. n(S - R) 20. ^^D - 7 < 21. >^_ A) 22. (ad + c) 28. L(i n) 24. cr + e or c(r + ANSWERS TO EXERCISES 445 Exercises 54 * + ' 2- e-- A - 3 - + * *-3B- 2 2-5V 6 c2 , * 7 H _w 8 9- W *"+'* '!-' .+! .2.. H ^| ia R-RO 14 H 1O. ~ > , ~ I 4 *. , 1 I.O. fc * / *7 'W 47 fi( ^ A\ 1R T 1Q V^T / W 4- o; Exercises 55 1 n ~ a 2 2\VH CR / l ' m-a *' Y~~W a ' E - Cr *' i -1 - N ^/ WT u/L - I3D G 5. r" 6 TTT f ~~~ , o. i k W 4 w n -\- 91 m 9. _M. 10. S H ^T n. ?S + W6 12 . m( V .- I 4- ^ I <*"- - i a p '^ ~ '* 1J, ^v- 6 '* 36) 4* "\^ ' ) 4 a 2 j. lo - "- ** ^^ /. !*> T52^a~~~ !*> r** 34 4 Vt 3 a 2 35. /=, Exercises 57 1. i, 2, o, i, I 2. 2, 4, o, , 7 3. i, 3, 5> o 4. 2, 3, I, 3, 2 5. i, i, 6, 7, i 6. 2, 3, 4, o, 2 446 ANSWERS TO EXERCISES 7. '3096, '8299, -9809, '0334, -4900 8. '7505, '8388, '0969, -9031, -0043 9. -5999, -9395* M362, -3010, -6021 10. '3164, -2919, "8912, -8006 11. '6998, '8483, '5112, -6056 12. "9647, '6430, '6900, '7481, "4972 13. -8012, -1498, -4453* '54*4' >2 9i5 14. '6618, -8362, '9763, -9972, -0931 15. '5598, '1844, -7901, '9003, '0038 16. -2980, -0124, '0924, '9763, -0013 17. 3-3502, 3-0523, 0-4972, 0-0249 18. 1-8949, 1-7190, 2-6567, 0-2355 19. 1-4624, 5-7634, 7-9069, 0-5228 20. 2-8910, 2-6898, 1-8495, 3'477 2 > 3*2375 21. 3-7226, 0-4343, 0-2385, 3-699, 1-4048 22. 4-5328, 0-1962, 4-1440, 0-4343, 1-0026 23. 0-3623, 1-7582, 2-0249, 4-7756, 3-7839 24. 0-0004, l^S 2 , 2-5912, 1-1031, 1-5076 Exercises 58 1. 1758, 4560, 3162, 2000 2. 1012, ioor, 1687, 5093 3. 5616, 2505, 5379, 1408 4. 9974, 4720, 6390, 8910 5. 1862, 3111, 6929, 1000 6. 9118, 6246, 8015, 7960 7. 17-58, 456-0, 31620, 2000 8. 1-012, 1001, 1-687, 50-93 9. '5616, -02505, -5379, 140-8 10. 9*974, -0000472, -639, 8910 11. 1-862, 3111, -6929, -01 12. -0009118, 6-246, -008015,79-60 13. -001022, 156, 20, 2-027 14. 21310, 22-89, -2, 3-142 15. -00001259, 2245, 3'94 T > 1,250,000 16. 5*722, -1618, -00000166, 30,000,000 17. 2240, 9'7 6 3> '1005* 95'39, '7 8 54 18. 10, 1728, -001293, 1-262, -7501 Exercises 59 1. 78-12 2. 30-02 3. -2496 4. -4999 6. 3004 Exercises 60 1. 6-896 2. -01227 3. 14890 4. -005715 5. 1-397 6. 7-945 Exercises 61 1. log top line = 2-3200 2. log top line = 1-6444 log bottom line = 0-0239 log bottom line = 4-6885 ResuR = 197-7 Result = 90350 3. log top line =6-5717 4. log top line = 1-9420 log bottom line = 4*5185 log bottom line = 4-9001 Result = 113-1 Result = no, too 5. -01171 6. -00001535 7. 2-326 8. 2800 Ibs. per sq. in. 9. -09228 sq. in. 10. 1617 Ibs. ANbWJbLKb 1U fcXttKCIblib 447 Exercises 62 1. 6-822 2. 35'27 3. 7-709 4. 521-2 6. 277' 1 6. 8-093 7. 6-122 tons Exercises 63 1. 9-872 2. -6169 3. 97-61 4. -00005861 5. 775- 6 6. 343'9 7. 2122 Exercises 64 1. 7'5 l6 2. 14-76 3. -4433 4. -04062 5. 4-607 6. 104-3 7. 2-089 8. 2-823 9. 1-049 10. -9895 11. -2377 12. -2235 13. -144 14. -02057 15. 2-158 16. 13-47 ms - 17. 5-343 sq.ft. 18. 2-309 19. 3-773 20. 3-534 21. 9-668 22. 7-37 **. 23. 21-47 24. 4-024 25. 5459 amps. 26. 8-507 27. -1748 in. 28. 55-9 29. 8*299, say 8-3, H. P. 30 (a) 6-485, i. e., 6 threads ; (b) 8-698, i. e., 9 threads. Exercises 65 1. 3-142 2. 1-068 3. 1-646*, say ij* 4. -4889 5. 9-21 ft. 6. -8549 7. 3-582 ft, 8. -001076 9. 2i,2oocu. ft.perhr. 10. 1-28 11. 35-141 12. 2-71 13. 1-31 14. 1 15-8 m. p. h. 15. 8-692 16. 17,020 ft. Exercises 66 1. 3855 yds. 1543 yds. 3. 5751 ft. 4. 4158 ins. 5. 334' 2 ins - 6. 210 ins. 7. 66-5 ins, 8. 11-896 ft. 9. -601 yd. 10. -5274 mile 11. 69'-8* 12. i8 3 '-2* 13. 10* 14. 4'-4|" Exercises 67 1. I3'-4F 2. i5'"3iT 3. IQ'-I* 4. i9'-2i" 5. 9'-5r; "iV 6. 9'-5" 7. 28 8. 44 9. 3 0I 4"; i '94* 10. 52 11. 7-64" 12. 24 ins. 13. 13-17* dia.; -524* pitch 14. 5650 ft. per min. 15. 1528 r. p.m. 16. 864 ft. per min. ; 137-5 r.p.m. 17- 4''7J" 18. ig'-s" 19. 7'-3i" 20. 4'-5i* 21. n / -2* 22. 2 '-7* 23. 5 '-7" 24. 9'-2* 25. 55 ft. 26. i2 / -ni* 27. n'-6i" 28. i 5 '-ir 29. 34'-7* 30. 3 X -3J* 31. 1500 ft. 32. jjj* Exercises 68 1. Simple 11-78* ; more exact 12-96* 2. 39- 27'; 39-68* 3. 34-54"; 34-6* 4. -142* 5. 8-33" 6 . 9" 7. 24 8. 5792 ft. 9. 97 10. 116 11 . 35 12. 1-78* G G 448 ANSWERS TO EXERCISES Exercises 69 1. 20' too high 2. Yes 3. 45 59' * 19 ' 5. 17 16' 48" 6. 75 3' 36" 7. 47' 6" 8. 25-25 9. 30-314 10. 65-375 11. 11-0972 12. 49-23 Exercises 70 1. 52'-2 1* 2. 26'-n" 3. i3'-9* 4, i9'-5i* 5. 23'-9j" 6. AB = i6'; AC = 27'-8J" 7. i3'-ioj" 8. 7'-!* 9. 5-96 ft. 10. lo'-ij* 11. -5001 12. -684 13. ij* 14. 34'-7 /r 15. 393'-" 16. i6'-iol* 17. 245'-ioJ" Exercises 71 1. i5'-o|* 2. 37i" 3. 22'-5J" 4. 3'-8* 5. 4'-ni" 6. 2 '-3 1" Exercises 72 1. 59-6 sq.ft. 2. 111-75 sq.ft. 3 - I 37 6 lbs - 4. 101 J tons 5. 1950 Ibs. per sq. ft. 6. 3*4*5 s q- ms 7. 179 sq, ins. 8. 338 sq. ins. ; 34-1% 9. 29-5 tons per sq. in. 10. -412 sq. ins.; 36-8% 11. 2-485 sq. ins. 12. 45-1 sq. ins. 13. 13-1 amps. 14. 8400 Ibs. 15. 33 sq. ins. 16. !! sq. ins.; '001173 ohms. 17. 60 sq. ins. 18. 99 sq. ins. 19. 2-95 sq. ins. 20. 132-6 sq. ft.; 16,570 Ibs. 21. 8-38 sq. ins. 22. -- 23. 1080 sq. ins. 24. 15 sq. ins. 25. 19-34 sq. chains 26. 32-5 sq. ft. 27. 1-92 28. 12-25 sq. ins. (both sides taken : edges neglected) ; i-i amps. 29. 8-435 sq. ins. 30. 9-835 sq. ins. 31. 2-183 sq. ins. 32. Embankment 389 sq. ft. ; cutting 554 sq. ft. Exercises 73r 1. 254 sq. ft. 2. -00933 sq. in. 3. 18-55 sq. ins. 4. Centre -0579 sq. in. ; Outer -0427 sq. in. ; Total -1006 sq. in. 5. 12 sq. ins. 6. 2486 Ibs. 7. 11-03 s q- ft 8. 158 sq. ft. 9. -586 sq. in. ; 58-6 tons 10. -697 sq. in. ; 2-8 tons 11. i372lbs. 12. 2-37:1 13. -312 14. 32 15. 1 786 Ibs. per sq. in. 16. 50-25 sq. ins.; Yes 17. 8-44 sq. ins. 18. 311 sq. ins. 19. 3:1 20. 5 21. 8f 22. -048" 23. -605" 24. 149-2 sq. ins.; 13!" dia. 25. io* 26. -182*, say ^ 6 " 27. 2-83", say 2}' 28. 3F 29. 7-58", say 7 f* 30. H.P. = 2'-9*; I.P. - 4 '-7i* 1. 23 sq. ins. 3. 1-23", say ij'dia. 6. 27-2 sq. ins. 9. L.P. = 176*7 sq. ins. 2. 44-1 sq. ins.; 4. 4*1 sq. ft. 7. I9'i sq. ins. ; H.P. = 63-7 sq. ins.; 154-5 tons 5. 12-75 sc 8. 2}' L.P. : H.P. ANSWERS TO EXERCISES 449 Exercises 74 ins. = 2-77:1 10. 154 lbs. per sq. in. Exercises 75 1. 20-25 sq. ins. 2. 2-33 sq. ft. 3. -417 sq. in. 4. 1-035 sq. ins. 5. 2-46 sq. ft. 6. 2-456sq. ft.; -163% low 7. 2-451 sq. ft.; -366% low 8. 1-48 sq. ft. 9. 1-42 sq. ft.; 4-05 % 10. 4-63 sq. ft. 11. 5-52 ft.; '838 12. (a) n-27sq.ft.; (b) 8-61 ft. ; (c) 1-31 13. 12-07 sq. ft. 14. 1371 sq. ft. 15. 50-93 sq. ft. 16. 60-9 sq. ins.; 2-155 times 17. 44 sq. ins.; 1-56 times 18. 121 -7 sq. ins. 19. 86-8 sq. ins. 20. 127 sq. ins. 21. 102 sq. ins. 22. 7-06 sq. ft. 23. 2170 lbs. Exercises 76 ! 95*3 s q- ms 2. 46-8 sq. ft. 3. 1124 sq. ft. 4. 245-5 sc l* ms - 5. 28-86 sq. ft. 6. 26-1 inch tons 7. 1910 sq. chns. 8. 7-38 sq. ins. 9. -96"; 48 lbs. per sq. in. 10. 552"; 5-52 lbs. per sq. in. 11. -385"; 93-5 lbs. per sq. in. 12. 329*; 98-7 lbs. per sq. in. Exercises 77 1. 1736 cu. ins. 2. 801 cu. ft. 3. 33,700 gals, per hr. 4. 14-48 galls, per min. 5. 28-35 cu - ft- P 61 m in. 6. 734 lbs., or 6 cwts. 2 qrs. 6 lbs. Exercises 78 1. 371 cu. ft. 2. 204-7 cwts., say 10 tons 5 cwts. 3. 25,450 galls. 4. 390 galls. 5. 31-5 cwts. 6. 162-5 lbs. 7. 26 galls. 8. 15 ft. 9. 90 lbs per yd. 10. 3'-n" 11. 4 '-9* 12. 206-3 cu. ins. 13. 12 tons 14 cwts. 14. 2-5 sq. ft.; 13!" Exercises 79 1. 2,032,000 cu. ft. 2. 49 cu. ft. 3. 3-68 cu. ft. 4. 22 galls. 5. 4-59 lbs. 6. 4440 galls, per min. 7. * 8. 6-85", say 7* dia. 9. 2-295', sav 2 '-4* 10. 3200 cu. ft. per sec. 11. 8250 cu. ft. 12. 482*5 lbs. 13. 5490 galls. 14. 6-75% of working volume; 6-32% of total volume 15. 825 cu. ft. 16. -927 lbs. per link; 33-35 lbs. per fathom 17. 13*75 Mbs. 18. 1180 lbs. 19. 36*2 lbs. per ft. 20. 151*5 tons 21. 10,240 galls. 22. -2275*, sa X I" 450 ANSWERS TO EXERCISES Exercises 80 1. 3'33 cu. yds.; 9450 Ibs. 2. 9130 Ibs. 3. 63,300 galls. 4. (a) i-64lbs.; (6) 2-i81bs. 5. 1-58 Ibs. 6. 2-97 Ibs. 7. 2*29 galls. 8. 12-86 galls. 9. 31-6 Ibs. 10. 18-9 galls. 11. '104 Ibs. 12. 62 cu. ft.; 7440 Ibs. 13. i-95lbs.; 8s. 6d. 14. 23olbs. 15. 22-85 galls. 16. -475 cu. ft.; 57 Ibs. 17. 404,000 Ibs. 18. 886 Ibs. per yd. Exercises 81 1. 2-84 Ibs. 2. 89-8 cu. ins.; 13-8, i.e., 13 8. 2-045 cu - ft 4. 86-7 galls. 5. 58,200 galls. 6. 80-5 cu. ft. 7. 37-8 Ibs. 8. 26-8 Ibs. 9. 12-8 Ibs. 10. 8 Ibs. Exercises 82 1. 104*2 cu. ins. ; J 2. 8-54" 3. 99-6 cu. ins.; cone is one third of cylinder volume 4. 615 cu. ins.; 7-82*, say 8" 5. 4*07" 6. i ton 14 cwts. 7. 1918 cu. ft. ; 47-95, say 48 tons 8. 13720 cu. ft.; 659,000 Ibs. or 294 tons 9. 417,000 galls. 10. 27*1 galls. 11. 22*9 tons. 12. 4,090,000 galls. Exercises 83 1. 6653 sq. ft. 2. 1440 sq.ft. 3. 7480 sq.ft.; 6-95 Ibs. per sq. ft. 4. 317 Ibs. per sq. in. 6. 402 units per sq. ft. 6. 75-4 sq. ins. 7. ij" 8. - 9. 92-6 Ibs. 10. -15 Ib. 4 11. -897 watt per sq. in. 12. 440 sq. ins. 13. 2-37", say 2\" 14. 134*6 sq. ft. 15. 40-8 Ibs. 16. 4-39 ft., say 4 '- 4 J" 17. 43'3 sq. ft. 18. 30-3 sq. ft. 19. 39-3 sq. ft. 20. 9530 Ibs. 21. -568 watt per sq. in. ; 2-41 cu. ins. 22. (a) 1 1- 8 sq. millimetres; (b) 254. 23. -206 Ib. Exercises 83a. Refer p. 453 Exercises 84 1. Base i* = 10; vertical i* =* 10 Ibs.; (a) 40-3 Ibs. per sq. ft.; (6) 48-5 Ibs. per sq. ft. 2. Base i* = 5 mins.; vertical i" = io/ 3. Base i* = 5 amps.; vert. J" = *2 volt; (a) 1-22 volts; (b) 1-78 volts 4. (a) 525 Ibs.; (6) 1500 Ibs.; (c) 2920 Ibs. 5. (a) 545. ; (b) 625. ; (c) 1055. 6. Base i* = 10 amps.; vertical I* = 20 volts 7. Base i* = 10 m.p.h. ; vertical Y = 2 Ibs.; 2220 Ibs. 8. (a) 2400 Ibs. per sq. in. ; (6) 6-3 to i 9 ( a ) '57 so fin'; (&) '195 sq. in. ; (c) -36 sq. in. 10. (a) 1-4, i.e., No. i S.W.G.; (b) 7-4, i.e., No. 7 S.W.G. ; (c) 18-6, i.*., No. 18 S.W.G. ANSWERS TO EXERCISES 451 Exercises 85 1. Base from 7, i* = 5 knot; vert. from o, = 200 H.P. ; 1660 H.P. 2. Base from o, J" = 2%; vert. from 100, i* = 2; (a) 105-1 C.; (b) 26% 4. Base from i, i* = -05 ; vert. from i, \* =* 2 ; (a) 1-175 S P- B T * I (b) 1-28 resistance 5. '0057 7. Base from i, = -02; vert. from 1*4, i* = i ; 1*96 volts 8. Base from o, " = 20; vert from 53, i* = 2lbs.; (a) 60*55 IDS.; (b) 56-6 Ibs. 9. (a) 18-6, i.e., No. 18 S.W.G.; (b) 14-9, i.e., No. 14 S.W.G. 10. 109-5 Exercises 86 1. AB = 8*5, BC = 5, CA = 3-6. Note. These measurements should be made on the squared paper and not with a rule, as the squares are often not exact to size. 2. AC = BD = 6-4 3. 7-9 4. 1-475 6. 308 6. 5350 7. (a) -7 and -2-6; (b) -1-2; (c) -1-84 8. yj; -25 ; 4 Exercises 87 1. e = -2W 2. (a) P = 3-1 -f i'94 w ; (&) 12 165.; (c) 12 i6s. 3. V = 1200 + 630*2 4. /= 18-5 '00684* 5. w = -65 -f '305H 6. (a) 27,200 Ibs.; (b) 14,600 Ibs. ; W = 900 -f- 5*228 7. 710 8. Total oil = 4-64 Ibs. ; oil per H.P. hour = -93 Ib. 9. R = 63 -f 2 -72V ; the last point is disregarded ; it is far from the general direction of the others and indicates a blunder when testing. 10. L = 1-31 - '471* 11. L t= 565 '795*. Note. On the vertical (latent heat) scale plot from 490, taking i" = 20. 12. P = 9'56D 13 13. T = 100 -00096711. Exercises 88 1. 12 2. 2-2 3. 8-4 4. -585 5. -0308 6. -0102 7. 885 8. 90-5 9. -015 10. -425 11. -525 12. 25 13. -0274 14. 11*65 15. 4'7 16. -264 17. 2-29 18. -916 19. 648 20. 110-4 Exercises 89 1. 77 2. 2-16 3. i8'2 4. 71 5. 1000 6. -316 7. 195 8. *86 9. -0054 10. ix-3 11. -57 12. 1640 13. 107-5 14. 717-5 15. -315 16. 186 17. 92-1 18. 9'34 19. 32-3 20. 1058 21. 37'35 22. 132,100 23. 63 24. 714 25. 10070 452 ANSWERS TO EXERCISES 1. 9'7 5. 42-5 9. 5-8 13. -1471 17. 101,700 Exercises 90 2. -103 6. 4-56 10. -00991 14. -0407 18. -275 3. 7. 63 1-16 11. 2-34 15. -468 19. 70 Exercises 91 See Answers to Exercises 18. 4. 5-2 8. -98 12. 9-7 16. -1076 20. 7"4i Exercises 92 1. 2nd : 51 5. 2nd : 9-925 9. 2nd : 3*42 13. -624 17. -432 1. 6,760,000 5. 9700 8. -00001156 2. ist : 211 3. ist : 1-245 4. ist : 14-6 6. ist : 27-15 7. ist : -225 8. 2nd : -0583 10. 2nd : -554 11. 15-81 12. 2-7 14. 95*9 15. 10-3 16. 2-292 18. 7-38 19. 1-475 20. 5-54 21. 17 22. -9125 Exercises 93 2. 1,981,000,000 6. 543,000 9. 136-9 3. 2-4 4. 45,400 7. -00255 10. -09425 Exercises 94 1. (a) tan A; (b) cos A; (c) sin A; (d) tanC; (e) cos C. 2. (a) -78; (b) -6158; (c) -6158; (d) -7894; (e) 1-282; (f) -7894. 3. (a) -342; (b) -7002; (c) 1*0724; (d) -3746; (e) -9653; (f) '8192. 1. -9659. 6. -5317- 1. 64. 7. 47. 1. 1-505- 6. 5'7i5. 2. 2-9042. 7. 57-2900. 2. 14. 8. 31. 2. 1138. 7. 93*08. 1. 8. 5. e = 28' Exercises 95 3. -3090. 8. -6947- Exercises 96 / 3. 39. 4. 88. 9. 1 8. 10. 49. Exercises 97 3. 39. 8. 49-52. Exercises 98 3. 35- 4. -6947. 9. "2250. 5. 8. 11. 31 4. 31. 9. 42. 4. d = 5. -7193- 10. -9976. 6. 69. 12. 72. 5. 4*017. 10. 38. 2. 29. 9 = 63. 6. WL (cos j8 cos a.) 8. 1-099". 9. (a) ADB = 2R sin ~- ; (b) DE = R (i cos 10. a = 37 approx. ; angle turned by pointer = 148 approx. 7. 1-171". 90 \ N/- ANSWERS TO EXERCISES 453 Exercises 99 1. (A) 1-56"; (B)3'92"; (C)o-o 9 " 2. (D) 2-731" ; (E) 0-987" ; (F) 1-069" ; (G) -028- ; (H) 4-398" ; (J) o-oi"; (K) 2-051"; (L) 3*549"; (M) 0-625" Exercises 100 1. fa in. 2. -001" 3. -002" 4. -ooi" 5. 6 minutes 6. 3 minutes 7. 20 seconds 8. (A) i^ ins. ; (B) 3 f -f & = 3 J ins. ; (C) 2 J- -f ^ = 2^- ins. 9- (D) *&tife-2i%ins.; (E) if + T * ff = i& ins. ; (F) ft + ij ff = -if ins. 10. (G) 29-9*; (H) 17-416; (K) 26-134 11. (L) 4 10'; (M) 18 40' 12. (N) 23-3 -23 1 8'; (O) 5'8 =5 4S' 13. (P) 10 15'; (Q) 45 39' 14. (R) 2 18'; (S) 42 43' Exercises 101 1. (A) -455"; (B) -284"; (C) -I75"; (D) - 3 7"; (E) '213-; (F) -027" 2. (G) -3692",;.*. ^CX)"; (H) -1875"; (J) 5938' / ,t.e. -594" Exercises 102 (A) -0813-; (B) -3148"; (C) -3512" Exercises 20a 1. 5'734 2. 2828-55, say 2829 3. (a) 5.51 lb. persq. ft.; (6) 16-54 lb - per H.P. 4. 3-762" 5. 9-23% 6. 6-4 to i 7. (a) 10 lb. 5 | oz.; (b) 3-62 % 8. 27-74 lb. Exercises 49a 1. -553 2. -000542 3. ^P-^ 2 4. 175 5. 1-52 Exercises 83a 1. 4-71 sq. ins. 2. 2727 lb. 3. 208' - 10" 4. 503 lb. 5. 38-3", say 38^" 6. (i) -9995 sq. mm. ; (2) 1000 7. 26 teeth; -059" 8. 1-509", say ij" 9. 8-06 lb. 10. -708 gallon 11. 88-4 lb. 12. No; calculated weight is practically i lb. 13. 17-86 gallons. 454 MATHEMATICAL TABLES LOGARITHMS 10* 0000 0043 0086 0128 0170 0212 0253 0294 0334 0374 9 13 8 12 17 21 26 16 20 24 SO 34 38 28 32 37 11 0414 046? 1 0492 0531 0569 0607 0645 0682 0719 0766 8 12 7 11 15 19 23 15 19 22 27 31 35 26 30 33 12 0792 0828 0864 0899 0934 0969 1004 1038 1072 1106 7 11 7 10 14 18 21 14 17 20 25 28 32 24 27 31 13 1139 1173 1206 1239 1271 1303 1335 1367 1399 1430 7 10 7 10 13 16 20 12 16 19 23 26 30 22 25 29 14 1461 1492 1623 1653 1584 1614 1644 1673 1703 1732 6 9 6 9 12 15 18 12 15 17 21 24 28 20 23 26 15 1761 1790 1818 1847 1876 1903 1931 1959 1987 2014 6 9 6 8 11 14 17 11 14 16 20 23 26 19 22 25 16 2041 2068 2096 2122 2148 2175 2201 2227 2253 2279 5 8 5 8 11 14 16 10 13 15 19 22 24 18 21 23 17 2304 2330 2365 2380 2405 2430 2455 2480 2504 2629 358 267 10 13 15 10 12 15 18 20 23 17 19 22 18 2553 2677 2601 2625 2648 2672 2695 2718 2742 2766 267 267 9 12 14 9 11 14 16 19 21 16 18 21 19 2788 2810 2833 2856 2878 2900 2923 2945 2967 2989 247 246 9 11 13 8 11 13 16 18 20 15 17 19 20 3010 3032 ,3054 S075 3096 3118 3139 3160 3181 3201 2 4 6 8 11 13 15 17 19 21 22 23 24 3222 3424 3617 3802 3243 3444 3636 3820 3263 3464 3655 3838 3284 2483 3674 3856 3304 S502 3692 3874 3324 3522 3711 3892 3345 3541 3729 3909 3365 3560 3747 3927 3385 3579 3760 3945 3404 3598 3784 3962 246 246 246 245 8 10 12 8 10 12 7 9 11 7 9 11 14 16 18 14 15 17 13 16 17 12 14 16 25 3979 3997 4014 4031 4048 4065 4082 4099 4116 4133 235 7 9 10 12 14 15 26 27 28 29 4150 4314 4472 4624 4166 4330 4487 4639 4183 4346 4502 4654 4200 4362 4518 4669 4216 4378 4533 4683 4232 4393 4548 4698 4249 4409 4564 4713 4265 4425 4579 4728 4281 4440 4594 4742 4293 4456 4G09 4767 235 236 235 7 8 10 689 689 11 i3 15 11 13 14 11 12 14 10 12 13 30 4771 4786 4800 4814 4829 4843 4857 4871 4886 4900 10 11 13 31 32 83 84 4914 6051 5185 5315 4928 5065 6198 5328 4942 5079 5211 5340 4955 5092 5224 5353 4969 6105 6237 5366 4983 6119 5250 5378 4997 6132 6263 5391 601X. 5145 6276 5403 5024 6169 6239 6416 6038 6172 6302 6428 134 134 134 134 6 7 8 678 668 568 10 11 12 9 11 12 9 10 12 9 10 11 25 5441 5453 5465 6478 6490 6602 6614 6527 6639 6551 124 567 9 10 11 36 37 88 5563 5682 5575 5G94 6587 5705 5599 6717 6611 6729 5623 6740 5635 6752 6647 6763 6658 6716 6670 5786 124 123 567 667 8 10 11 8 9 10 39 5911 5622 6933 6944 5955 6966 6977 6988 5999 6010 123 467 8 9 10 4.0 6021 603 1 6042 6053 6064 6076 6085 6096 6107 6117 123 466 8 9 10 41 12 43 44 6128 6232 6835 6435 6138 6243 6345 6444 6149 6253 6355 6454 6160 6263 6365 6464 6170 6274 6375 6474 6180 6284 6385 6484 6191 6294 6395 6493 6201 6304 6405 6503 6212 6314 6415 6613 6222 6325 6425 6522 123 123 123 123 456 456 466 456 789 789 789 789 45 6532 6542 6551 C561 6571 6580 6590 6599 6609 6618 123 456 789 46 47 48 49 6628 6721 6812 6902 6637 6730 6821 6911 6646 6739 6830 6920 6656 6749 6839 6928 66f>5 6758 6848 6937 6676 6767 6857 6946 6684 6776 6866 6955 6693 6785 6875 6964 6702 6794 6884 6972 6712 6803 6893 6981 123 123 123 133 456 465 445 445 778 678 678 678 50 6990 6999 7007 7016 7024 7031 7043 7050 7059 7087 123 345 678 MATHEMATICAL TABLES LOGARITHMS 455 51 7076 7084 Tiin 7118 7141 7"! 4 52 53 54 7160 7243 7324 7168 7251 7332 7177 7259 7340 7185 7267 7348 7193 7275 7356 7202 7284 7364 7210 7292 7372 7218 7300 7380 7226 7308 7388 7236 7316 7396 122 122 346 677 55 7404 7412 7419 7427 7435 7443 7451 7459 7466 7474 567 56 7482 7490 7613 7520 7528 7636 7543 7561 57 58 59 7559 7634 7709 7566 7642 7716 7574 7649 7723 7582 7657 7731 7589 7664 7738 7597 7672 7745 7604 7679 7752 7612 7686 7760 7619 7694 7767 7627 7701 7774 122 345 567 60 7782 7789 7796 780S 7810 7818 7825 7832 7839 7846 112 344 666 61 62 63 7853 7924 7860 7931 8000 7868 7938 7875 7945 7882 7952 7889 7959 8028 7896 7966 7903 7973 8041 7910 7980 8048 7917 7987 112 112 244 334 666 566 64 8062 8069 8075 8082 8089 8096 8102 8109 8116 8122 112 334 556 AK 66 67 68 8195 8261 8202 8267 8209 8274 8215 8280 8222 8287 8228 8293 8357 8235 8299 8363 8241 8306 8370 8248 8312 8376 8254 8319 8382 112 112 334 334 566 656 69 8388 8395 8401 8407 8414 8420 8426 8432 8439 8445 112 234 456 70 8451 8457 8463 8470 8476 8482 8488 8494 8600 8606 71 72 73 74 8513 8573 8633 8692 8519 8579 8639 8698 8525 8585 8645 6704 8531 8591 8651 8710 8537 8597 8657 8716 8543 8603 8663 8722 8549 8609 8669 8727 8555 8616 8675 8733 8561 8621 8681 8739 8567 8627 8686 8745 112 112 112 112 234 234 234 234 465 466 465 466 75 8751 8756 8762 8768 8774 8779 8785 8791 8797 8802 112 233 465 76 77 78 79 8808 8865 8921 8976 8814 8871 8927 8982 8820 8876 8932 8987 8825 8882 8938 8993 8831 8887 8943 8998 8837 8893 8949 9004 8842 8899 8954 9009 8848 8904 89GO 9015 8854 8910 8965 9020 8859 8915 8971 9025 112 112 112 112 233 233 233 233 465 446 446 446 80 9031 9036 9042 9047 9053 9058 9063 9069 9074 9079 112 233 446 81 82 83 84 9085 9138 9191 9243 9090 9143 9196 9248 9096 9149 9201 9253 9101 9154 9206 9258 9106 9159 9212 9263 9112 9165 9217 9269 9117 9170 9222 9274 9122 9175 9227 9279 9128 9180 9232 9284 9133 9186 9238 9289 112 112 112 112 233 233 233 233 445 446 446 446 85 9294 9299 9304 9309 9315 9320 9325 9330 9335 9340 233 445 86 87 88 89 9345 9395 9445 9494 9350 9400 9450 9499 9365 9405 9455 9504 9360 9410 9460 9509 9365 9415 9465 9513 9370 9420 9469 9518 9375 9425 9474 9523 9380 9430 9479 9528 9385 9435 9484 9533 9390 944O 9489 953S 112 Oil Oil Oil 233 223 223 223 446 344 344 344 90 9542 9547 9552 9557 9562 9566 9571 9576 9581 9586 Oil 223 344 91 92 93 94 9590 9638 9685 9731 9595 9643 9689 9736 9600 9647 9694 9741 9605 9652 9699 9745 9609 9657 9703 9750 9614 9661 9708 9754 9619 96G6 9713 9759 9624 9671 9717 9763 9628 9675 9722 9768 9633 9680 9727 9773 Oil Oil Oil Oil 223 223 223 223 344 344 344 344 95 8777 9782 9786 9791 9795 9800 9805 9809 9814 9818 Oil 223 344 98 97 98 9823 9868 9912 9827 9872 9917 9832 9877 9921 9836 98S1 9926 9841 9886 9930 9845 989Q 9934 9850 9894 9939 9864 9899 9943 9987 9859 9903 9948 9863 9908 9952 oil Oil Oil 223 223 223 344 344 844 456 MATHEMATICAL TABLES AN TILOG ABITHMS 1 2 s 4 5 6 7 8 9 123 456 789 oc 1000 100S 1005 100 J009 1012 1014 1016 1019 1021 1 111 231 o o o 1023 1047 1072 1096 1026 1050 1074 1099 1028 1052 1076 1102 103 1064 107 1104 1033 1067 1081 1107 1035 1069 1084 1109 1038 1062 1086 1112 1040 1064 1089 1114 1042 1067 1091 1117 1045 1069 1094 1119 001 001 001 Oil 111 111 111 112 232 232 222 233 Off 1122 1125 1127 1130 1133 1136 1138 1140 1143 1146 06 07 08 09 1148 1176 1202 1230 1161 1178 1205 1233 1153 1180 1208 1236 115 118 121 133 1169 1186 1213 1242 1161 1189 1216 1246 1164 119 121 124 1167 1194 1222 liJOO 1169 1197 1225 1263 1172 1199 1227 1266 1 1 Oil Oil Oil 1 1 2 1 1 2 1 1 2 112 222 222 223 223 10 1269 1262 1265 12C8 1271 1274 127 1279 1282 1285 1 1 112 2 3 3 11 12 13 14 3288 IS 18 1349 1380 1291 1321 1352 1384 1294 1324 1356 1387 1297 1327 1338 1390 1300 1330 1361 1393 1303 1334 1365 1396 1306 1337 1368 1400 1309 1340 1371 1403 1312 1343 1374 1406 1315 1346 1377 1409 1 1 Oil 1 1 1 1 122 1 2 2 122 122 223 12 2 3 233 233 5TT" 15 1413 1416 1419 1422 1426 1429 1432 1435 1439 1442 Oil 122 16 17 18 19 80 1445 1479 1514 1549 1449 1483 1517 1552 1452 1486 1521 1566 1455 1489 1624 1660 1469 1493 1628 1563 1462 1496 1531 1567 1466 1600 1635 1670 1469 1603 1538 1574 1472 1607 1542 1578 1476 1510 1645 1581 Oil 1 2 2 2 3 S Oil 1 1 122 122 233 333 1585 1589 1692 1596 1600 1603 1607 1611 1614 1618 1 1 1 2 2 3 3 3 21 22 23 24 25 26 27 28 89 1622 1G60 698 738 1626 1663 1702 1742 1629 1667 1706 1746 1633 1671 1710 1750 1637 1676 1714 754 1641 1679 1718 1758 1644 1683 1722 1762 1648 1687 1726 1766 1652 1690 1730 1770 1656 1694 1734 1774 Oil Oil Oil 1 1 222 833 221' 322 334 334 778 1782 1786 1791 795 1799 1803 1807 1811 1816 Oil 222 334 820 8G2 905 950 1824 1866 1910 1954 1828 1871 1914 1959 1832 1875 1919 1963 837 879 923 9U8 1841 1884 1928 197S 1845 1888 1932 1977 849 892 936 982 1854 1897 1941 1986 185S 1901 1915 1991 Oil Oil Oil Oil 223 223 223 223 334 334 344 3 4 4 so 1995 2000 2004 2009 2014 2018 2023 2028 2032 2037 Oil 223 344 31 32 33 34 2042 2089 2138 2188 2046 2094 2143 2193 2051 2099 2148 2198 2056 2104 2153 21X>3 2061 109 168 208 2066 2113 2163 2213 2070 2118 2168 2218 2075 123 173 223 2080 2128 2178 2228 3 2084 2133 2183 2234 Oil Oil Oil 112 223 223 223 233 344 344 344 445 445 35 2239 2244 2249 2254 259 2265 2270 276 2280 2286 1 1 2 3 3 3 36 37 38 39 22$1 2344 2399 2455 2296 2350 2404 2460 2301 2365 2410 2466 2307 23GO 2415 2472 312 366 421 477 2317 2371 2421 2483 2323 2377 2432 2489 328 382 438 495 2333 2388 2443 2500 2339 2393 2449 2506 112 112 112 112 235 233 446 446 233 456 40 2512 2518 2523 2529 535 2541 2547 553 2559 2564 112 234 456 41 42 43 44 2570 2630 2G92 2754 2576 2636 2G98 2761 2582 1 2642 2704 2767 2588 2649 2710 2773 594 655 716 780 2600 2661 2723 2786 2606 2667 2729 2703 612 673 735 799 2618 2679 2742 2805 2G24 2685 2748 2812 112 112 112 112 234 234 334 334 455 456 456 456 556 45 2818 2825 2831 2838 844 2851 2858 864 2871 2877 112 334 46 47 48 49 2884 2951 8020 3090 2891 2958 3027 8097 2897 2965 3034 ! 8105 2904 2972 3041 8113 911 979 3048 119 2917 2985 3055 3126 2924 2992 3062 S1S3 931 999 8069 141 2938 3006 3076 8143 2944 3013 3083 3155 112 112 113 112 3 S * 334 344 S 4 4 6 6 656 666 666 MATHEMATICAL TABLES ANTILOQARITHMS 457 1 2 3 4 6 6 7 8 9 1 2 3 456 789 50 3162 8170 S177 8184 3192 3199 8206 3214 3221 3228 112 844 667 6 52 53 54 3236 3311 3388 3467 3243 3319 3396 3475 8251 8327 3404 8483 8258 3334 3412 3491 3266 3342 3420 3499 3273 3360 3428 3508 8281 3357 3436 3516 3289 3365 3443 8524 3296 3373 3451 3632 3304 3381 3459 3540 122 122 122 346 346 346 567 667 667 55 3548 3556 3565 3673 3581 35S9 3597 3606 3614 8622 122 346 677 56 57 58 69 3631 3716 3802 3890 3639 3724 3811 3899 3648 3733 3819 3908 3656 3741 5828 8917 3664 3750 3837 3926 3673 3758 3846 3936 3681 3767 3855 3946 3690 8776 3864 8954 3698 3784 3873 3963 3707 3793 3883 3972 123 346 678 128 455 678 60 3981 3990 8999 4009 4018 4027 4036 4046 4055 4064 123 456 678 61 62 63 64 4074 4169 4266 4365 4083 4178 4276 4375 4093 4188 4585 4385 4102 4198 4295 4395 4111 4207 4305 4406 4121 4217 4316 4416 4130 4227 4325 442G 4140 4236 4335 4430 4150 4246 4345 4446 4159 4256 4355 4457 123 123 123 123 4 6 456 456 456 789 789 789 789 65 66 67 68 69 -70 4467 4477 4487 4498 4608 4619 4529 4539 4550 4560 123 456 789 4571 4677 4786 4898 4581 4688 4797 4909 4592 4699 4808 4920 4603 4710 4819 4932 4613 4721 4831 4943 4624 4732 4842 4955 4634 4742 4853 4966 4645 4753 4864 4977 4656 4764 4875 4989 4667 4775 4887 6000 1 2 3 123 1 2 3 123 466 457 467 667 7 9 10 8 9 10 8 9 10 8 9 10 6012 5023 5035 5047 6058 6070 6082 6093 6105 6117 1 2 4 | 6 6 7 8 9 11 71 72 73 74 6129 6248 6370 6495 6140 6260 5383 5608 6152 6272 6395 6621 6164 5284 5408 5534 6176 6297 6420 5646 6188 6309 6433 6559 5200 6321 5445 6672 6212 6333 6468 6685 6224 5346 6470 6598 5236 5358 5483 6610 124 124 134 134 567 667 568 568 8 10 11 9 10 11 9 10 11 9 10 12 75 6623 6636 6649 5662 6675 6689 6702 6715 5728 5741 134 578 9 10 12 76 77 78 79 6764 6888 6026 6166 6768 5902 6039 6180 6781 6916 6053 6194 6794 6929 6067 6209 5808 5943 6081 6223 6821 6957 6095 6237 5834 6970 6109 6252 6848 6984 6124 6266 5861 5998 6138 6281 6875 6012 6152 6295 134 1 3 4 134 134 678 678 678 679 9 11 12 10 11 12 10 11 13 10 11 13 80 6310 6324 6339 6363 6368 6383 6397 6412 6427 6442 1 3 4 679 10 12 13 81 82 83 84 6457 6607 6761 6918 6471 6622 6776 6934 64-80 6637 6792 6960 6501 6653 6808 6966 6616 6668 6823 6982 6631 6683 6839 6998 6546 6699 6855 7016 6661 6714 6871 7031 6577 6730 6887 7047 6592 6745 6902 7063 236 235 235 235 689 689 689 6 8 10 11 12 14 11 12 14 11 13 14 11 13 15 85 7079 7096 7112 7129 7146 7161 7178 7194 7211 7228 2 8 5 | 7 8 10 12 13 15 36 87 88 80 7244 7413 7686 7762 7261 7430 7603 7780 7278 7447 7621 7798 7295 7464 7638 7816 7311 7482 7656 7834 7328 7499 7674 7862 7345 7516 7691 7870 7362 7534 7709 7889 7379 7551 7727 7907 7896 7568 7745 7925 235 235 245 245 7 8 10 7 9 10 7 9 11 7 9 11 12 13 15 12 14 16 12 14 16 13 14 16 90 7943 7962 7980 7998 8017 8035 8054 8072 8091 8110 246 7 9 11 13 15 17 91 92 93 94 8128 8318 8511 8710 8147 8337 8531 8730 8166 8356 8551 8750 8185 8376 8670 8770 8204 8395 8590 8790 8222 8414 8610 8810 8241 8433 8630 8831 8260 8463 8660 8851 8279 8472 8670 8872 8299 8492 8690 8892 246 246 246 246 8 9 11 8 10 12 8 10 12 8 10 12 13 15 17 14 15 17 14 16 18 14 16 18 95 8913 8933 8954 8974 8995 9016 9036 9057 9078 9099 246 8 10 12 15 17 19 96 97 98 99 9120 9333 9650 772 9141 9364 9672 9796 9162 9376 9594 1 9817 9183 9397 9616 9640 9204 9419 9638 9868 9226 9441 9661 9886 924? 9463 968) 9906 9268 9484 3705 JW31 9290 9606 9727 9954 9311 9628 9760 9977 246 247 247 267 8 11 IS 9 11 13 9 11 13 9 11 14 15 17 19 15 17 2O 16 18 20 16 18 20 458 MATHEMATICAL TABLES TRIGONOMETRIC RATIOS. Ajigle. De- grees. Radians. Chord. Sine. Tangent Go-tangent. Cosine CO 1 1-414 1-5708 90 1 2 3 0175 0349 0524 0698 017 035 052 070 0175 0349 0523 0698 0175 0349 0524 0699 57-2900 28-6363 19-0811 14-3007 9998 9994 9986 9976 1-402 1-389 1-377 1-364 1-5533 1-6359 1-5184 1-5010 89 88 87 86 5 0873 087 0872 0875 11-4301 9962 1-351 1-4835 85 6 7 8 9 1047 1222 1396 1571 105 122 140 157 1045 1219 1392 1564 1051 1228 1405 1584 0-5144 8-1443 7-1154 6-3138 9945 9925 9903 -9877 1-338 1-325 1-312 1-299 1-4661 1-4486 1-4312 1-4137 84 83 82 81 10 1745 174 1736 1763 5-6713 9848 1-286 1-3963 80 11 12 13 14 1920 2094 2269 2443 192 209 226 244 1908 2079 2250 2419 1944 2126 2309 2493 5-1446 4-7046 4-3315 4-0108 9816 9781 9744 9703 1-272 1-259 1-245 1-231 1-3788 1-3614 1 3439 1-3265 79 78 77 76 15 2618 261 2588 2679 3-7321 9659 1-218 1-3090 75 16 17 18 19 2793 2907 3142 3316 278 296 313 330 2756 2924 3090 3256 2867 3057 3249 3443 3-4874 3-2709 3 0777 2-9042 9613 9563 9511 9455 1-204 1-190 1-176 1-161 1-2915 1-2741 1-2566 1-2392 74 73 72 71 20 3491 347 3420 3640 2-7175 9397 1-147 1-2217 70 21 22 23 24 3665 3840 1014 4189 364 382 399 416 3584 3746 3907 4067 3839 4040 4245 4452 2 6051 2 4751 23559 2-2460 9336 9272 9205 9135 1-133 1-118 1-104 1-089 1-2043 1-1868 1-1694 1-1619 69 68 87 66 25 4*563 433 4226 4663 2-1445 9063 1-075 1-1345 65 26 27 28 29 4538 4712 4887 5061 450 467 484 501 4384 4540 4G95 4818 4877 5095 5317 5543 20503 1 9626 1 8807 1-8040 8988 8910 8829 8746 1-060 1-045 1030 1-015 1-1170 1-0996 1-0821 1-0647 64 63 62 61 30 6236 518 5000 5774 1-7321 8660 1-000 1-0472 60 31 32 33 34 5411 5585 5760 5934 534 551 568 585 5150 5299 5446 5592 6009 6249 6494 6745 1-6643 16003 1-5399 1-4826 8572 8480 8387 8290 985 970 954 939 1-0297 1-0123 9948 9774 59 58 57 56 35 6109 601 5736 7002 1-4281 8192 923 9599 55 36 37 H 6283 6458 6632 6807 618 635 651 668 6878 6018 6157 6293 7265 7536 7813 8098 1-3764 1-3270 1-2799 1-2349 8090 7986 7880 7771 908 892 877 861 9425 9250 9076 8901 54 53 52 51 40 6981 684 6428 8391 1-1918 7660 -845 8727 50 41 42 43 44 7156 7330 7505 7G79 700 717 733 749 6561 6G91 6820 6947 8693 9004 9325 9657 1-1504 1-1106 1-0724 1-0355 7547 7431 7314 7193 829 813 797 781 8552 8378 8203 8029 49 48 47 46 45 7854 765 7071 1-0000 1-0000 7071 765 7854 45 Cosine Oo-tangent Tangent Sine Chord Radians Degrees Angl e APPENDIX VERNIERS AND MICROMETERS CONTENTS PAGE VERNIERS 460 Introductory Vernier Calipers The One-Thousandth Scale The Back of the Caliper Least Count Various other Vernier Scales Lack of Coincidence. MICROMETERS 473 Micrometer Wheel and Screw Micrometer Caliper Zero Adjustment To Use the Caliper Various Micrometer Tools Ten-Thousandth Micrometer Zero Setting of Ten-Thousandth Micrometer The Ratchet Stop. Answers to Examples will be found on page 453. APPENDIX VERNIERS AND MICROMETERS [This Appendix should preferably be studied with the various tools at hand.] VERNIERS Introductory. Mention has been made on p. 263 of a special device being necessary to read fine angular measurements such as the minute and second. Similarly, when length measurements correct to T ^ inch, and finer, are required, a finely divided scale will be found very difficult, or even impossible, to use. The smallest division obtainable on a steel rule is T ^ inch, and the lines are then so close together that a magnifying glass becomes necessary to take a reading. Such fine measurements, both linear and angular, are rendered readily possible by the use of an openly divided scale of ordinary pattern, in conjunction with an auxiliary scale called a vernier. By suitable arrangement this auxiliary scale can be made to read to almost any desired degree of accuracy in a comparatively easy manner. Vernier Calipers. The most common engineering application of the vernier is in the vernier caliper, a tool used in workshop and drawing-office for the accurate measurement of moderate lengths. Such tools are made to read in various scales, and for purposes of explanation the simple type shown at (A), Fig. 157, will be taken, in which the main scale S is divided into inches and tenths, and the vernier scale V is arringed to read hundred ths. Although not a common marking on vernier calipers, this provides the easiest introduction to the vernier principle. The vernier scale V consists of 10 equal divisions, whose over-all length is that of 9 main scale divisions, as shown in the full-size view at (B), Fig. 157. These divisions are numbered o to 10, starting from that nearest the zero on the main scale. Each vernier division is then T V of 9 main scale divisions, i. c. T V of 460 APPENDIX 461 9" = -09*. With the tool set as shown at (A) and (B) the dis- tance between the jaws is an exact number of tenths of an inch (actually 2-3"), and the two end lines on the vernier are in line (or "coincide") with lines on the main scale. The main scale division a being -i" and the vernier division b being -09", the distance c is evidently -i -09 = -01", i. e. one-hundredth of an inch. If now the moving jaw be moved to the right until line i Clamping Screw. Coincidence"^ A V fo /Coincidence r ^ /^Comodence-v ^.D. 1 . 1 ' * I'/i? *' *T?i 1 .' .'.'.' J. 1 . 1 .) ^irhlr iHsi!"! 1111 \ / T 11 "" V /' M or c 5 ^J \ o J ht 5 I0 ) 5 ^^^i^'^""^'^**^^^ 1 **^^^^^/ ' ^^_- M ^^^*^^^i'ii-i^ WBBI^** * ""^^i \ Vernier reading 2-3 \Vernier reading 2-31 \Vernier reading 2'32. (2 /Coincidence 3 I n ^ Com* 1 / wiri^i wtc riv.^, vr Q v^^iri- * iM^i 1 1 1 .iTm^ if 1 1 I.JN iii i /| MI i 1 1 1 1 1 |v jj 1 1 1 1 1 1 1 1 1 1 ; |0 5 IOJ (O 5 |0 Coincidence 2 Vernier reading 2-4 \ Vernier /^\ Vernier .^^ ,,,^ ^ , ~* readmgO*45 ^~/ reading 128 Fig. 157. Simple Vernier Caliper, reading T $ v inch, with Sample Settings. on the vernier coincides with the nearest line on the main scale, the jaws will have opened -oi", and the new position of the vernier will be as at (C). Then the distance d is similarly *i" -09" = -01", and if the moving jaw be again moved to the right until line 2 on the vernier coincides with its nearest main scale division, as at (D) t a further opening of -01" will have taken place; the total distance between the jaws will then be 2*32" . This gradual movement of the moving jaw to the right can be continued, and the coincidence 462 APPENDIX of each successive line on the vernier will give the number of one- hundredths of an inch that the jaws are open beyond 2*3". When line 10 on the vernier is in coincidence, a total movement of 10 one-hundredths or -i* will have been made from the first position, which is further indicated by line o on the vernier coinciding with 2*4" on the main scale, as at (E). Then it will be seen that, at any particular setting, the number of the line on the vernier scale coinciding with any line on the main scale indicates the number of hundredths which the jaws are open beyond the number of exact tenths indicated by the zero of the vernier scale. To take a complete reading then, proceed thus : 1. Read the inches and complete tenths up to the zero mark on the vernier. 2. Note the line on the vernier which coincides with a line on the main scale. 3. Add the figure noted in (2) as hundredths to the reading taken in (1). VemierScale reading 7ooo M5 - For derails of Mam and "** W 1 *" Parl-View < Vernier scales see Enlaced Views BacKFacc,: Fig ISQ.arA. of JawPointe.closed. -^ IN ft OUT I Fig. 158. Vernier Caliper, reading ^ v inch. (About half-size.) Thus at (D), Fig. 157, the vernier zero cuts off 2-3 on the main scale, and coincidence occurs at 2 on the vernier scale. Then the full reading is 2-3" + -02" = 2-32". With a very little practice this addition can be done mentally. As a further illustration, two other settings are shown at (F) and (G), Fig. 157, which should be easily understood. Exercises on reading this vernier are given in Exercises 94, No. I. The most widely used type of English-reading vernier caliper is shown in Fig. 158. The fixed jaw F is solid with the blade B, on which is marked the main scale of inches and tenths, each tenth being subdivided into 4 parts, i. e. fortieths. The moving jaw M carries the vernier scale, and can be clamped in any position APPENDIX 463 by the set-screw P and the key K. An auxiliary runner R, which can also be clamped by screw Q, carries a milled edged nut N, between lugs, which is threaded on the adjusting screw S. The ends of the jaws are shaped down and rounded so that inside diameters can be measured. The smallest hole which can be gauged is determined, of course, by the width, w, across the points when the jaws are shut. This is usually either -25" or -3", according to the size of the tool ; this value, which may be found from the maker's catalogue, must be added to the reading taken when measuring inside diameters. To use the caliper, both screws P and Q are slackened, when the moving jaw M and the runner R may be pushed, together, into nearly the required position. Screw Q is then tightened, securing runner R to the blade. The nut N is now rotated to advance or withdraw the moving jaw until the object to be measured is just held, without pressure, between the jaws. Screw P is then tightened to secure the moving jaw from accidental move- ment until the reading of the vernier is taken. This fine adjust- ment is essential when readings are to be made to -ooi inch, although not necessary when only -01 is required. The One-Thousandth Scale.- The main scale is divided into tenths, and each tenth is subdivided into four parts, so that the smallest main scale division is J of ! = '025 inch or ^. The vernier scale has 25 divisions, whose total length is that of 24 main scale divisions, see (A), Fig. 159, and which are numbered at every five from o to 25. Each vernier division is then ^ s of 24 main scale divisions, i. e. JLof 24 = 24 - =-024, 25 40 1000 ^ which is -ooi inch shorter than the main scale division of -025. The smallest reading is then '001 inch or one-thousandth, and is the amount added by successive coincidences of the vernier lines with the main scale. The complete reading of this vernier is then made as follows : 1. Read the number of inches and complete tenths up to the vernier zero. 2. Read off the number of small main scale divisions between the last complete tenth and the vernier zero. In each tenth the small divisions, in order, are (i) *025, (2) *050, (3) *075. Add the appropriate decimal to the reading in (1). ii H 4 6 4 APPENDIX 3. Note the vernier graduation in coincidence with any line on the main scale and add this number of thousandths to the result of the addition in (2). Sample readings are shown in Fig. 159, at (B), (C), and (D), the diagrams being twice full size. [1 ^Coincidence 1/2345 6/7 8 9 |0 5 10 15 20 25 Vernier reading I-OOO Coincidence V 3V4 5 6 7 8 9 O 5 10 15 20 25 Vernier reading 1-353 J .Coincidence 1 yCoincvdenoe^ J 1/2 3 4 5 61 (5 6 7 8 9\ I/ I I I I I I I I ^ O 5 10 15 20 25 i*To' N - Vernier reading O834- Fig. 159. Sample Settings of 123 O 5 10 15 20 25 i^o IN - Vernier reading 1*595" inch Vernier. (About twice full size.) In Fig. 159:- At(B). The vernier zero cuts off 1-3 and two small main scale divisions, i. e. 1-3 + -05 . . . . . . . = 1-35 Line 3 on the vernier coincides with a line on the main scale indicating an extra ^0%^ = '003 Adding, the complete reading = 1*353 At (C). Vernier zero cuts off 0-8 and one small main scale division, i. e. 0-8 + -025 ^ = 0-825 Line 9 on the vernier coincides with a line on the main scale, indicating an extra Y^Q- = *oog Adding, the complete reading -834 APPENDIX 465 At (D). Vernier zero cuts off 1*5 and three small divisions, i. e. 5 + -075 1-575 Coincidence on vernier is at 20, i. e. 1 5g {5 . . . = -020 .*. Complete reading = i\595 Examination of the scales on an actual caliper will show that very careful inspection is necessary to distinguish the exact vernier line at which coincidence occurs. The lines immediately on either side of the coinciding line are only one-thousandth of an inch away from the nearest main scale graduations, but in opposite directions. This fact should be closely observed in the further sample settings of Fig. 160 (which are shown full size), as it assists considerably in identifying the coinciding line. In Fig. 1 60 : At (A). Vernier zero cuts off 2-2 and three small main scale divisions, i. e. 2-2 -}- -075 .......= 2-275 Coincidence on vernier is at 13, i. e. 1 JJ - . . . = -013 .'. Complete reading = 2-288 At (B). Vernier zero cuts off 4-5 and two small divisions, i. e. 4'5 + '5 = 4'55 Vernier coincidence is at 19, i. e. y^fo . . . . = -019 .'. Complete reading = 4-569 At (C). Vernier zero cuts off no tenths and one small division, i. e. o + -025 . = -025 Vernier coincidence is at n, i. e. iJJ<y . . . . = -on /. Complete reading = -036 At (D). Vernier zero cuts off -3 and is very nearly in line with the first small division, but not quite. This is proved by coincidence being observed at 24 on vernier. Then vernier zero cuts off -3 and no small main scale divisions, i. e. -3 + -ooo = -300 Vernier coincidence is at 24, i. e. yffoy . . . . = -024 .'. Complete reading =a '324 466 APPENDIX At (E). Vernier zero cuts off 1-8 and appears to be in line with the third small division beyond this. It must not be assumed that this is actually the case unless both the vernier lines o and 25 are in coincidence. Inspection shows that both end lines of the vernier are in coincidence, and the reading is therefore 1-8 -f- -075 ....... there being no thousandths to add. 1-875 At (F). No tenths and no small divisions are cut off by the vernier zero, and coincidence is found at 21. The complete reading is then 021 I \ 2 Coincidence-^ 3 ) /Coincidence-^ 5 ' 345678/9 i 123 r D ^v 5 1015202 B; ioSo IN - 1WVF ^ WV^^ f/ .~^~ ^ Vernier reading 2*288 Vernier reading 4*569 Vernier reading O036 E) II I I I II II I I I II fc ^J |0 5 1(^1520251 |0 5 10^520251 \T^ J5o?7 IN - ioo5 IN ' iooo-' N - Vernier reading 3*024 Vernier reading 1*875 Vernier reading 0*021 Fig. i Go. Sample Settings of T5 ff(r inch Vernier. (Full size.) The examples at (D) and (E) above are important and should be carefully studied. Whenever the vernier zero appears to coincide with the '025, 05 or -075, the other end should be carefully examined, as a coincidence may possibly occur at 24. It must not be assumed that there are no thousandths to add unless both end lines are in coincidence. After considerable practice in reading has been obtained the addition of the main scale reading and the vernier reading may be made mentally, but unless the user feels absolutely sure of his mental addition the separate readings should be written down. APPENDIX 467 Exercises 99. On Reading Verniers r J inch and TOW inch 1. Read the settings of the ^ inch vernier shown in Fig. 161, (A) to (C). 2. Read the settings of the rdro inch vernier cahper shown m Fig. 1 6 r. (D) to (M). Fig. 161. 'Exercises on reading Verniers. A to C, , ] 9 inch ; D to M, T7J V inch. (About full size.) The Back of the Galiper. The back of the blade is usually fully divided into inches and sixty-fourths. A vernier is not fitted to this scale, but measurements are made directly with the aid of two lines marked " in " and " out," as shown in Fig. 158. When the jaws are shut the line marked "out" will read o on the scale, while the line marked "in" Vill read off the distance w (see description of caliper on p. 463). The "out" line is used for outside measurements and the "in" line for inside measurements on the sixty-fourths scale, and no addition of the width w is then necessary. Least Count. To obtain the smallest reading possible with any given vernier from first principles, as done on pp. 460, 463, 468 APPENDIX is rather lengthy, but by means of a little algebra a very simple formula can be deduced for the least count, as the smallest possible reading is sometimes called. Let v = length of i vernier division, s = length of i main scale division, and N = number of divisions on vernier. With very few exceptions the N vernier divisions are made equal in length to one less their number of main scale divisions. Then (N i) main scale divisions will be the same length as N vernier divisions, i. e. Nv = (N i)s Least Count " = scale division vernier division = s v = s -i s, substituting from (i) _ / __ N i\, taking out the common factor ~ S V TT~; (refer p. 147) /N N + *\, combining the bracketed ~~ S \ N / quantities = s X ~ or X S T , since N N = o N N i. e. the least count is the length of the smallest main scale division divided by the number of divisions on the vernier, provided that the N vernier divisions be made equal to N 1 main scale divisions. The least counts for the verniers already described will now be deduced from the formula : i. Main scale divided into tenths. Vernier with 10 divisions equal to 9 main scale divisions. Then s = = -i* N =* 10 /. least count = ~ = = oi > ". N* 10 2. Main scale division = - = -025^. Vernier with 25 divisions 40 equal to 24 main scale divisions. Then s = -025" /. least count = i = N 25 APPENDIX 469 3. As a further example we will take a marking, occasionally found on vernier calipers, in which the main scale is divided into sixteenths, and the vernier has 8 divisions equal to 7 main scale divisions. Then = inch 10 /. least count = 1 = _. -i- 8 N 16 1 X * =-1. inch. 16 8 128 Various other Vernier Scales. Further examples of linear verniers of less importance will be found in Exercises 100. As an example of an angular vernier, that usually found on a Reac*mg^538' Scale aboof 6 r-mies -I "^ -full size. Fig. 162. Sample Settings of Box Sextant Vernier, reading to i minute. Box Sextant * will be taken. The instrument is arranged to be very light and portable; th3 scale is therefore of small radius, is finely divided on silver, and is read through a small magnifying glass carried on the instrument. The main scale is divided in degrees and half -degrees, and the vernier has 30 divisions equal in total length to 29 small scale divisions, see (A), Fig. 162. Then s == - degree = 30' (30 minutes) and N = 30, , least count = ~ = ^ 30 s _. N minute. * A surveying instrument for measuring, in the field, the angle between two objects viewed from a third point. 470 APPENDIX The reading is carried out as follows : 1. Read the degrees (and if one, the half-degree) cut off by the vernier zero. 2. Note the vernier coincidence. 3. Add the reading of (2), as minutes, to the reading of (1). Two sample settings are shown in Fig. 162 at (B) and (C). At (B). Vernier zero is beyond 37 but has not reached the next half-degree ......... 37 oo' Vernier coincidence is at 14 . . . . . . 14' Then complete reading = 37 14' At (C). Vernier zero lies between 45 and 46 . 45 30' Vernier coincidence is at 8 . . . . . 8' Then complete reading = 45 38' [verniev is used wii-h Hie zero. If coincidence, were at- C, r-hen reading would toe !$. If coincidence were. a+ fc, reading would be l*33 Coincidence ^^ r O l- Q' /. Reading is l-3Zb. Scale -Three rimes Full Size. Scale - Full Size. Fig. i(>3. (A) Sample Setting of Abncy Clinometer Vernier. (B) Reading , :.,~u y ern i er w jth no coincidence. With sufficient practice in reading, the addition may be done mentally and the result entered up at once. The last example will be another angular vernier, that com- monly found on the Abney Clinometer.* Here the main scale is divided to show single degrees, while the vernier has 6 divisions whose total length is equal to 5 main scale divisions. * A surveying instrument for measuring angles in a vertical plane, such as the slope of the ground. Then c 60' .*. least count = XT = - N 6 APPENDIX i = 60' and N = 6 10 minutes. 471 The reading of this vernier is very simple, the successive vernier coincidences indicating 10, 20, 30, 40, 50 minutes beyond the complete degrees. A sample setting is shown at (A), Fig. 163, and should be easily understood. I " ' I ' "1 Ml I I I JL1 i I 8 O 8 IN. Vernier. Mam Scale Division = ^ IN. =^5 IN. Vernier Mam Scale Division = 7 IN - 002" Vernier igures Fig. 164 (part}. Exercises on Reading Linear Verniers. MamScale Divisiom= -O5' on vermer denote hundredfhs. Lack of Coincidence. With coarse reading verniers, such as the T J^ inch, it may happen that no coincidence can be detected, two vernier lines lying between two main scale lines, as at (B), Fig. 163. This indicates that the position is intermediate between the settings having coincidences at a and b respectively. It may usually be read as half-way between these two readings, e. g. if coincidence at a gave 1-32" and coincidence at b gave i'33" then the actual reading could be taken as half-way between 1-32 and i'33> * e- I-325". 472 APPENDIX IO Minute Vernier Mom Scale Division = I 9 5 10 :o (N) H 30 ( ) 5 tO [ . - - 1 1 i( o 6 Mmore,orl Vernier. Mam Scale Division = 50 60 () 3Mrnure Vernier Mam Scale Division = 1 O 5 10 15 20 25 30 O 5 10 15 20 25 30 I Minute Vernier Mam Scale Divis\on Fig. 164' (contd.) Exercises on Reading Angular Verniers. APPENDIX 473 Exercises 100. On Various Verniers Determine the " least count " of each of the following verniers (all actual examples) : 1. Smallest main scale division = J inch. Vernier has 8 divisions equal to 7 main scale divisions. 2. Main scale divided into J s inch, and 40 divisions on vernier = 39 divisions on main scale. 3. Main scale reads '05*. Vernier has 25 divisions equal to 24 scale divisions. 4. Smallest main scale division = -02", and 19 main scale divisions equal 20 vernier divisions. 5. Main scale reads i and vernier has 10 divisions equal to 9 scale divisions. (Give result in minutes.) 6. Smallest main scale division = i, and 20 divisions on vernier = 19 divisions on main scale. (Give result in minutes.) 7. Smallest main scale division = J degree. Vernier has 60 divisions equal to 59 main scale divisions. (Give result in seconds.) Read the settings of the various verniers shown in Fig. 164: 8. (A) to (C) Least count ^ inch 9- (D) (F) 10. (G), (H) and (K) 11. (L) and (M) ". (N) (O) 13- (P) -. (Q) 14. (R) (S) 002 10 minutes 6 3 Micrometers. Micrometer Wheel and Screw. A method of fine measure- ment of considerable importance is that of the micrometer wheel -Po infer Section Fig. 165. Milling Machine Top Slide. End View -h nancHe remo and screw thread. It is employed on the better types of milling machine tables, slide rests of lathes, etc., where machining opera- tions are required to a fine degree of accuracy, and it is also the basis of fine measuring machines. Referring to Fig. 165, which shows a section and an end view of the top slide on a milling machine slide rest, A is the table supporting the work, B is the feed screw (usually of square thread form), C is the nut fixed to the remainder of the slide rest, while 474 APPENDIX D is a large diameter disc or wheel, graduated on its outer edge, and called the micrometer wheel, and which is rigidly attached to the screw. A pointer, or a line prominently marked on the end of the table, serves to indicate the reading on the disc. Now the pitch (or better, "lead")'of the screw is the distance that the table will advance for one complete revolution of the screw and disc. If the screw has 10 single threads per inch, then the pitch is ! inch, and for one complete revolution of the screw the table would advance (or withdraw) ! inch. If half a revolution be made, the advance would be of ! = -05 ; if $ of a revolution be made, the movement would be T V of -i = oi inch, and so on. If the circumference of the micrometer disc be divided into 100 equal parts, then a rotation of the screw through one of these parts would move the table ^^ of ! = -001 inch. The pitch of the screw and the number of divisions round the micrometer disc may be varied, but they are usually arranged so that the smallest advance registered is -ooi inch. Thus on a certain small tool- maker's lathe, the micrometer disc, which was about J-inch diameter, was divided into 50 parts; the pitch of the screw was g 1 ^ inch, so that each small division was equivalent to ^j of -^ = TT>W = 'O^ 1 inch. Then by simply counting the number of graduations rotated past the pointer, any desired advance of the table, in thousandths of an inch, may be obtained. There is no indication, except counting, of the complete revolutions made, but usually this causes no difficulty. The accuracy of the method is entirely dependent on the accuracy with which the screw is made, as regards pitch, and how the disc is divided. The latter can usually be done very exactly, while feed screws can be cut with a total error in pitch of not more than -005 inch in 10 inches, which is quite suitable for ordinary manufacturing. With this attachment to a milling machine table it is possible to graduate a scale, after working out the lengths of the divisions in thousandths of an inch. In use it is essential that the pressure between the screw and its nut be kept in the same direction all the time, i. e. any back- lash must be eliminated. This is ensured by approaching all settings with the same direction of rotation. If the disc is overrun for any particular setting, then it must be rotated well back to withdraw the table, and then again rotated in the original direction, with greater care, until the desired position is attained. APPENDIX 475 The Micrometer Caliper. The chief application of the fore- going principle is in the Micrometer Caliper, the most important workshop measuring tool. Fig. 166 shows the commonest form, which is adapted for outside or " male " dimensions, and which is spoken of as a One-Inch Micrometer, one inch being the largest dimension that it will measure. The U-shaped body or bow A carries a fixed anvil B. The opposite side carries a hollow sleeve C, the end of which is tapped and split and on its outer surface is threaded with a coned thread. A nut D on this thread enables the sleeve to be adjusted to grip Knurled-*. <2/ fixecl*anv// Adjustable Sle.e.ve. Fig. 1 66. Micrometer Caliper. the screw E with any desired degree of tightness, so that backlash may be eliminated. The screw E is the micrometer or gauge screw, and in English-reading instruments is invariably a single V-thread screw, right hand, of 40 threads per inch, i. e. pitch = $ inch = -025. Very great care is taken to make this screw accurate, and the total error in pitch on a i" length is usually less than 'oooi", *. e. one ten -thousandth. The inner end ter- minates in the anvil F, while the outer end is attached to the thimble G, which just passes over the sleeve C. The anvil faces should be ground and lapped quite flat and smooth, and should be perfectly parallel for all positions of the screw. 476 APPENDIX The sleeve C carries an axial scale H divided into tenths and fortieths, each tenth being numbered o, I, 2, etc., from left to right. One rotation of the thimble causes an axial movement of 025", *'. e. the distance between two successive marks on the sleeve. This scale H registers the number of complete revolutions of the screw. The circumference of the thimble, on its bevelled edge, is divided into 25 equal parts, figured at every 5, as shown. A Fig. 167. Sample Settings of Micrometer Caliper. rotation of one of these parts, therefore, produces an axial movement of the anvil F of -^ of *O25 = -ooi inch. At (A), Fig. 167, the micrometer is shown with the anvils closed and reading o. Referring to (B), Fig. 167, an opening of -2" between the anvils has been made, i. e. the thimble and screw have been rotated 8 times (-025 X 8 = *2) from the closed position of (A), Fig. 167. If now a further rotation in the same direction be made until graduation 15 on the thimble coincides with the axial line APPENDIX 477 on the sleeve, as shown at (C), Fig. 167, an additional opening of 15 thousandths, i. e. -015, will have been made. The distance between the anvils is now -2* + -015" = '215". Outside micrometer calipers can also be obtained with larger bows to read up to 2", 3", 4^, etc., as desired, but in all sizes the travel of the gauge screw is invariably one inch. Then the dis- tance between the anvils when the micrometer is reading zero is i" less than the " size " of the tool, i. e. is i", 2", 3", etc., respec- tively. This may be called the " base " of the caliper and must be added to any reading taken, since the thimble and scale only indicafe the decimal part of the measurement. Zero Adjustment. When the anvils of a i" micrometer caliper are just closed, without pressure, after the faces have been wiped clean and dry, the edge of the thimble should be opposite the first line on the axial scale, marked o, and the line o on the thimble scale should coincide with the axial line on the sleeve; as at (A), Fig. 167. An adjustment is provided to obtain this condition when the tool is first assembled, and to maintain it after wear and the subsequent truing-up of the anvil faces. The mode of adjustment varies with the maker, but usually consists in either (i) making the fixed anvil B adjustable axially, or (2) making the sleeve C adjustable around its axis. In method (i) the " fixed " anvil is a good push fit in the bow, and can be pushed out by a screw L ; a locking screw M serves to lock the anvil when set. To adjust the tool, the locking screw M is slackened and the thimble set to read zero. The " fixed " anvil B is then set up to touch the anvil F by the adjusting screw L, and is finally locked in its position by screw M. The adjustment should then be tested by opening and closing the anvils, as it is possible to set the faces together with too much pressure by screw L. In method (2) the sleeve C is secured to the bow A by friction only, and can be rotated by the special spanner S, provided with the tool. To adjust, the anvils are closed, without pressure, and the sleeve C is then rotated until the axial line of the scale H coincides with the o on the thimble. The adjustment should then be tested to check that the anvils were not closed with undue pressure. With sizes larger than one-inch, a gauge is provided whose length is accurately made equal to the " base " of the tool. This is inserted between the anvils when setting to zero. It is important, when using any micrometer for the first time, 478 APPENDIX to examine for any zero error and to adjust, if necessary. If the tool is in continual use then periodic examinations should be made. To use the Caliper. The thimble is rotated to open the anvils to pass over the work, and is then rotated in the reverse direction until the object is nipped, without pressure, between the anvils. To take the reading : 1. Read off the number of complete tenths exposed by the edge o! the thimble. Call these "large divisions." 2. Read off the last small division exposed beyond the last tenth. These small divisions, in order, read (i) *025, (2) '050, (3) *075. Call the particular decimal " small divisions.' 1 3. Note the number of the graduation on the thimble which coincides with the axial line on the sleeve. Call this the " thimble divisions " and add, as thousandths, to the readings of (1) and (2). The thimble reading will always be between 'ooo and -025. Thus at (B), Fig. 167 : 1. Two complete tenths are exposed; .*. Large divisions = *2 2. No small divisions are visible beyond the last tenth; .*. Small divisions = -ooo 3. Graduation 15 on thimble coincides with the axial line, i. e. ^^ ; .'. Thimble divisions = '015 Adding, complete reading = -215 The method of reading is closely allied to that for the one- thousandth vernier caliper. It is really simpler, as no vernier coincidence has to be detected. The micrometer caliper has advantages over the vernier type; It is easily capable of reading finer than one-thousandth, it is quicker and easier to handle, and, owing to its shape, is more sensitive for fine measurements. The vernier caliper, however, with its long thin jaws, can be used for measuring dimensions which are inaccessible to the micrometer. Some further sample settings are shown in Fig. 168, (A) to (E). APPENDIX 479 At (A). 1. Two complete tenths are exposed by thimble. /. Large divisions = -2 2. Two small divisions are exposed beyond the last tenth. /. Small divisions = -050 3. Graduation 5 on thimble coincides with the axial line. .'. Thimble divisions = -005 /. Complete reading = '255 At (B). Pour complete tenths are exposed by thimble. * .*. Large divisions = -4 2. One small division is exposed beyond the last tenth. .*. Small divisions = -025 3. Graduation 10 on thimble coincides with the axial line. /. Thimble divisions -oio /. Complete reading = -435 R eadmg Fig. 1 68. Sample Settings of Micrometer Caliper y^ inch. (Full size.) At (C). 1. Five complete tenths are exposed. /. Large divisions = -5 2. Three small divisions are exposed in addition. .*. Small divisions = -075 3. Graduation 23 on thimble coincides with axial line. .'. Thimble divisions = -023 /. Complete reading == -598 At (D). 1. Large divisions . 2. Small divisions . 3. Coincidence at 17. 1 1 . = -2 . = -025 /. Thimble divisions = -017 .'. Complete reading -242 480 APPENDIX At (E). 1. Large divisions . . . * . . . . = -9 2. Small divisions ........= -ooo 3. Coincidence at 2. .*. Thimble divisions = -002 /. Complete reading = -902 In all the settings shown up to the present a graduation on the thimble has been in exact coincidence with the axial line on the sleeve. This will not always occur, and readings may have to be taken of such settings as appear in Fig. 169, where the axial line lies between two adjacent thimble graduations. In these cases the dimension does not consist of an exact number of thousandths, but contains a fraction of a thousandth. For ordinary manufacturing purposes it is seldom necessary to read anything smaller than a thousandth. The extra fraction of a thousandth may, however, be estimated as ten-thousandths, or the reading may be stated to the nearest thousandth. The exact reading of ten-thousandths is treated later. If the ten-thousandths are to be estimated, then the thimble reading is taken as the graduation immediately before the axial line on the sleeve; and the estimated tenths of a thimble division between this last graduation and the axial line are added to the reading in the fourth decimal place. If the reading is required to the nearest thousandth, then the thimble graduation which is nearer to the axial line is read. Examples are shown in Fig. 169. In Fig. 169 : At (A). 1. Large divisions . . . . . . . = *2 2. Small divisions . . . . . . . . = -ooo 3. Axial line lies between 17 and 18 on thimble. .'. Thimble divisions = -017 From 17 on the thimble to the axiaMine is estimated as -7 of a thimble graduation . . . . . . . = -0007 /. Complete reading = -2177 To the nearest thousandth this is *2i8, as is shown by the graduation 1 8 being the nearer to the axial line. APPENDIX 481 At (B). 1. Large divisions . . . . . . . -7 2. Small divisions . . . . . . . . = -05 3. Axial line lies between thimble graduations 8 and 9. , .'. Thimble divisions = -008 From 8 on thimble to axial line is about -3 of a thimble division ..........= ^0003 /. Complete reading = "7583 To the nearest thousandth this is ^758^ as is shown by graduation 8 being th nearer to the axial line. - - f^l * r ^f I 9 I *ET 1 19! ??t? < ??? 10 rtiitiiitf^N I L iiiiiiiiiiiiiiiiiiiiliiiliiiii r" -^^N >-pJ l> sU- /T*\ <-"s/V7/tf os ^/CT\ E&rimafie. as -3 07^ -7 of t-h,mblc vi sion '2177. Po nearest- '7583. 758 To nearest- Fig. 169. Estimating Ten- thousandths on Micrometer Caliper. ^/ (C). 1. Large divisions . . . , . . . . = -o 2. Small divisions . . . . . . . . -025 3. Thimble divisions (axial line between 21 and 22) . . = -021 The additional fraction of a thimble graduation is estimated as -2 . . . . . . . . . = -0002 /. Complete reading = -0462 To the nearest thousandth this is -046. When the axial line appears to be exactly half-way between two thimble graduations, the half-thousandth, '0005, is read, and the dimension cannot be stated to a nearest thousandth. The writing down of the component decimals of the reading should not be discarded until very considerable practice has been obtained. Even then mistakes of mental addition are possible, and it is safer to retain the writing down, reducing it, however, to two lines, the first containing the " large " and " small " divisions, and the second the thousandths and (if any) the ten-thousandths. This method is shown when dealing with the ten-thousandth micrometer. 482 APPENDIX Exercises 101. On Reading the Micrometer inch). 1. Read the settings of the micrometer caliper shown in Fig. 170, (A) to (F). 2. Read the settings shown in Fig. 170, (G) to (J), giving the readings including the estimated ten- thousandth and also to the nearest thousandth. Various Micrometer Tools. The measuring portion of the micrometer caliper, i. e. the sleeve, screw, and thimble, can be obtained separately, and is then known as a micrometer head. It can be attached to machines and tools where fine adjustment is Fig. 170. Exercises on Reading Micrometer, y^ inch. required, being gripped by the portion a of sleeve. See (A), Fig. 171. For measuring inside dimensions the inside micrometer caliper, shown at (B), Fig. 171, is employed. The measuring portion is the same as on the outside variety, and to enable a wide range of dimensions to be dealt with, extension rods of various lengths are supplied. The depths of holes and recessed parts are accurately measured by the micrometer depth gauge, shown at (C), Fig. 171. The gauge screw has usually a total movement of half an inch, while the measuring rod is graduated by angular grooves in half-inches; by setting the rod to the nearest suitable groove, a variety of depths* can be gauged. APPENDIX 483 There are many other applications of the micrometer which may be consulted at length in the manufacturers' catalogues. The Ten-Thousandth Micrometer. For fine work demand- ing measurement to a greater accuracy than one-thousandth of an inch, the micrometer caliper* is fitted with a vernier scale by which ten-thousandths may be read. Referring to Fig. 172 at (A), the sleeve is marked on the back with a vernier scale, the lines of which run the whole length of the sleeve, so that the vernier scale and the bevelled edge of the thimble; are in contact for any position of the screw. The vernier has 10 divisions, numbered o to 10, as shown, their total length round the sleeve being equal to 9 divisions on the thimble. This Fig. 171 . Various Micrometer Tools. is an example of the simple vernier described on p. 460, and the least count is then -^ of the amount indicated by one division on the thimble, i. e. $ of 'OOi = -oooi inch. To read this caliper, proceed as described on p. 478, reading up to the thimble graduation before the axial line on the sleeve. This gives the number of complete thousandths in the dimension. Then note which line on the vernier is in coincidence with a line on the thimble, and add this figure as ten-thousandths (4th decimal place) to the first reading. The caliper should be held with the axis vertical when reading the vernier, as otherwise the curvature of the vernier surface may cause a false coincidence to be read. Sample settings are shown in Fig. 172 at (B) to (G). 4 8 4 APPENDIX In Fig. 172 : At (B). 1. Main scale reading, i. e. " large " and " small " divisions =a 150 2. Axial line is between 17 and 18 on thimble . . = -017 3. Vernier coincidence at 4 . .' . . . . = -0004 /. Complete reading = '1674 Coincidence LJ-UJ-U4-UI Coincidence 765432 M I 098765-* Reading IG74 Reading '3837 Reac*\ng -7239 JKS432IO \ Reading A4-4-1 Readimg '59*36 Reading -I960 Fig. 172. Sample Settings of Micrometer Caliper, reading to T -yl^ inch. At (C). I Main scale reading .... 2. Thimble division before axial line = 8 3. Vernier coincidence at 7 . = '375 = -008 = -0007 /. Complete reading = '3837 APPENDIX 485 At (D). 1. Main scale reading .....,.= -700 2. Thimble reading ....... =s -023 3. Vernier reading = -0009 .*. Complete reading =* 7239 With further practice the thimble and vernier readings may be combined when read, the thimble reading consisting always of second and third places of decimals, and the vernier reading always the fourth place. Should a thimble graduation appear to coincide with the axial line on the sleeve when reading to a ten-thousandth, the reading must be made with caution. The vernier should be carefully examined for a possible coincidence near the ends, and no reading should be taken as consisting of an exact number of thousandths unless both the o and the 10 lines of the vernier are in coincidence. Examples are shown in Fig. 172 at (E) to (G). In Fig. 172 : At (E). 1. Main scale reading .......= -425 2. Thimble graduation 19 appears very nearly in line with the axial line, but examination of the vernier shows a coincidence at i. Then thimble and vernier = '019 -f- -oooi = -0191 /. Complete reading = -4441 At (F). 1. Main scale reading .......= -575 but appears very nearly to be -6, the line o on the thimble being just over the axial line. 2. The vernier reading is then -024 and the vernier coincidence is seen to be at 8 . . . . . = -0248 .'. Complete reading = -5998 At (G). 1. Main scale reading ....... ss '175 2. Thimble reading is at 21 and vernier coincidence is at o and 10 ......... a* -0210 .'. Complete reading = -1960 Exercises 102. On Reading the Micrometer ( 1?y j ou inch). In Fig. 173 are shown settings of a micrometer caliper, together with a view of the vernier in each case. Take the reading for each of these settings from (A) to (C). 486 APPENDIX When using a ten-thousandth micrometer certain practical points need careful attention. Under no circumstances may the screw be jammed on to the job with any pressure. A light, almost imperceptible, pressure is sufficient, which is judged by the " feel " and can only be gained by considerable practice. It is frequently convenient to hold the bow of the instrument in one hand between the palm and the third and fourth fingers, the thimble being rotated by the thumb and first finger; the caliper should never be held very long, as the warmth of the hand is sufficient to cause an expansion of one ten-thousandth. It is a better plan, wherever possible, to hold the tool in a small oench stand, and to take the work to the instrument. Lastly, a line reading tool should never be used on rough Fig. 173. Exercises on reading Micrometer, inch. surfaces, or for any purpose where fine reading is not really neces- sary, as wear becomes of very considerable importance in such a tool. Zero Setting of Ten-Thousandth Micrometer. For reading to a ten-thousandth the micrometer cannot be said to read zero unless the vernier lines o and 10 are in coincidence, in addition to the thimble reading being o. Zero must be read then, in three places, i. e. on the main scale, on the thimble and on the vernier. It is a rather tedious process to set a micrometer to zero correct to one ten-thousandth, and frequently, therefore, the tool is left reading one or two ten-thousandths large or small, the exact amount being subtracted or added, respectively, to the readings taken. The method is, of course, always open to the objection that the correction may be forgotten. The Ratchet Stop. The ratchet stop shown in Fig. 174 was introduced to eliminate any error due to gripping the job with varying degrees of pressure. It contains a ratchet and pawl, and APPENDIX 487 if the screw be always rotated by the small knurled end when closing on to the job, an approximately constant pressure is used on all occasions. If more than a certain pressure be applied the ratchet slips over the pawl without forcing the measuring screw round. Upon withdrawal, i.*e. backward rotation, the ratchet engages positively with the pawl and cannot slip. Fig. i 74 . "Ratchet-Stop for Micrometer Calipcr. The " feel " of the job between the anvils is, however, a more sensitive and better criterion for fine work. The ratchet, even when slipping, can exert an appreciable pressure, and by con- tinued or sudden rotation can jam the anvils on to the job, thereby causing the thimble to overrun its true reading by one or two ten-thousandths. It is, however, of advantage for taking measure- ments rapidly, and also where more than one person use the same micrometer. The tise of verniers and micrometers graduated in metric units is treated in " Metric System for Engineers " (Chapman & Hall). INDEX ABBREVIATIONS, 2 Accuracy, Degree of, 40 Addition of angles, 264 of decimal fractions, 43 of -f- and quantities, 123 of vulgar fractions, 12 Anchor ring, Surface area of, 346 , Volume of, 346 Artgle, 246 Angles, Addition and subtraction of, 264 , Measurement of, 262 , Reduction of, 265 Annulus, Area of, 294 Antiloganthms, 220, 221 Approximation for result, 58 Arc of circle, Length of, 271 Area, 273 Area of annulus, 294 of circle, 286 of ellipse, 301 of fillet, 299 of hexagon, 285 of irregular figures, 304 el seq. of octagon, 286 of rhomboid, 278 of sector of circle, 298 of segment of circle, 299 of square and rectangle, 275 of surface (see " Surface Area ") of trapezoid and trapezium, 281 of triangle, 279 , Reduction of, 274 , Table of, 4 , Table of, of plane figures, 312- 313 Averages, 67 Brackets, 29 . Insertion of, 146 , Removal of, 141 et seq. Calculation of weights, 335 Cancelling, 9 Capacity, Table of, 4 Chain, 243 Charts, 348 Chord of circle, 250, 431 Circle, 250, 271, 298 , Area of, 286 , Hollow, area of, 294 Circumference, 251 of circle, 251 of ellipse, 260 , Table of, of plane figures, 312- 313 " Collecting-up " like terms, 134 Common factors. 146, 147 Complementary angles, 415 Cone, 329 , Surface of, 340 , Surface of frustum of, 342 , Volume of, 330 , Volume of frustum of, 332 Conversion of decimal fractions to vulgar, 38 of units, 243, 274, 315, 316 of vulgar fractions to decimal, 56 Co-ordinates, Rectangular, 348 Cosecant, 429 Cosine, 412 curve, 432 Cotangent, 429 Cross multiplication, 164 Cubic measure, 4 Cuboid, 317, 318 Curves, 347 without origin, 361 Cylinder, Definition of, 317 , Surface of, 337 , Volume of, 320 Decimal equivalents, 39 fractions, 36 , conversion to vulgar, 38 , operations on, 48, 52 , notation, 35 point, 36, 37 Degree of accuracy, 40 Denominator, 6 Density, 335 , Table of, 336 Diameter of circle from area, 289 Division of decimal fractions, 52 oi + and quantities, 135 of vulgar fractions, 25 488 INDEX 489 Ellipse, 250 , Area of, 301 , Circumference of, 260 Equation to straight line graph, 374, 377 Equations, 157 , simple (see " Simple equa- tions ") Evaluation of formulae, 89, 97, 108, 139 Expansion of (a &)*, 151 Factors, 2 , Common, 146, 147 Fillet, Area of, 299 Formulae, 86 , Transposition of, 190 et seq. Fractional equations, 180 Fractions, Decimal, 5, 36 , Vulgar, various forms of, 7 French curves, 355 Frustum, 331 of cone, Surface of, 342 , Volume of, 332 Frustum of square pyramid, Surface of, 341 , Volume of, 332 Frustum, Volume of any, 331 Gallon, 315 Geometrical terms, 246 Graphs, 347 H Hexagon, 248 , Area of, 285 Hexagonal prism, Volume, of, 320 Hollow circle, Area of, 294 cylinder, Volume of, 322 Hypotenuse, 266, 269 Indicator diagram, Mean height of, 308 Indices, 94-96 , Laws of, 115, 117, 1 1 8 Insertion of brackets, 146 Interpolation, 356 Irregular figures, Area of, 304 Lateral surface, 337 Laws of curves. 374 et seq. of indices, 115-118 Least common multiple (L.C.M.), 14 Length, Addition and subtraction of, 245 , British table of, 3 , Conversion of, 243 Logarithms, 213 et seq. , compound examples, 228, 232, 238 , Division by, 226 , Evaluating powers by, 232 , Multiplication by, 224 , Roots by, 233 , finding of, on slide rule, 409 M Mathematical signs, 2 terms, 2 Mean value, 68 Mid-ordinatc method of finding area, 305 Minus quantities (see "Negative Quantities ") Multiplication of decimal fractions, 48 of + and quantities, 135 of vulgar fractions, 22 N Nautical measure, 242 Negative quantities, 121 . .operations on, 123, 127 135, 138 values, Plotting of, 368 Numerator, 6 Octagon, 248 , Area of, 286 Origin of curve axes, 348 Parallelogram, 243 Percentage, 71 Perimeter, 251 v (Pi), meaning of, 251 , measurement of, 252 Plane figures, 248 Plotting, 350 of negative values, 368 et seq. Powers, 94 of fractional expressions, 112 of negative quantities, 138 of 10, 96 Prime factors, 3 Prism, Definition of, 317 , Volume of, 320, 345 Proportion. 82 49 INDEX Protractor, 263 Pyramid, Definition of, 329 , Square, surface cf, 341 -, surface of frustum of, 341 -, volume of, 330 -, volume of frustum of, 332 Pyramid, Volume of any, 330, 346 Q Quadrilateral, 248 Area of, 281 R Ratio, 78 Reciprocal, 79 Reciprocal Trigonometric Ratios, 429 Rectangle, 248, 275 Rectangular co-ordinates, 348 Reduction of angles, 265 Removal of brackets, 141 Rhomboid, 248 , Area of, 278 Rhombus, 248 Right-angle, 246 Right-angled triangle, 248 , Properties of sides of, 266 Roots, no of fractional expressions, 113 , Square, 100 Rule of signs, 136 Scales for curves, 348, 351 Secant, 429 Sector of circle, 250 , Area of 298 Segment of circle, 250 , Area of, 299 Segment of sphere, Surface of, 339 , Volume of, 328 Significant figures, 40 Signs, Rule of, 136 Simple equations, 158 , Operations on, 158 et seq. Sine, 412 curve, 432 Slide rule, Description of, 385 , Division of scales of, 387 , Method of reading, 389 , Operations on, 390 et seq. Sphere, hollow, Volume of, 327 , Surface of, 339 , Volume of, 327 Square, 248, 275 Squared paper, 349 ffcjuare measure, 4 Square pyramid, 329 , Frustum of, 331 , Surface of, 341 , Volume of, 330 Square root, 100 , Table of, 101 Straight-line graph, 366 , Equation to, 374, 377 Subtraction of angles, 264 of decimal fractions, 43 of -f- and quantities, 127 of vulgar fractions, 18 Surface area of any frustum, 346 pyramid, 346 Surface area of cone, 340 of cylinder, 337 of frustum of cone, 342 - of frustum of square pyra- mid, 341 of segment of sphere, 339 of sphere, 339 of square pyramid, 341 , Table of, 345, 346 Surveyors' measure, 243 Symbols, 86 , Substitution for, in formulae, 118 Table of area of plane figures, 312, 313 of circumferences of plane figures, 312, 313 . of decimal equivalents, 39 of densities, 336 of squares and square roots, 101 of surface area of solids, 345, 346 of volume of solids, 345, 346 Tables of measures, 3 Tangent, 412 curve, 432 Transposition of formulae, igoetseq. Trapezium, 248 , Area of, 281 Trapezoid, 248 , Area of, 281 Triangles, 248 , Area of, 279 , Right-angled, properties of sides of, 266 1 1 properties of 45 and 60* 30, 269 Trigonometric Ratios, 429 , Reciprocal, 429 Tubes, Volume of, 322 U Units, I , Conversion of, 243 274 315, 316 Unknown quantity, The, 157, 191 INDEX 491 V Volume of solids, Table of, 345, 346 of sphere. 327 Volume, Conversion of, 316 of square pyramid, 3 measure, Table of, 4 Vulgar fractions, 5 of any frustum, 331, 346 1 operations on, 12 et seq. of any pyramid, 330, 346 of cone, 330 of cuboid, 318 w of cylinder, 320 of frustum of cone, 332 Weight, Avoirdupois, Table of, 4 of frustum of square pyramid, Weights, Calculation of, 335 332 of hexagonal prism, 320 of hollow cylinder, 322 2 of prisms, 320, 345 of segment of sphere, 328 Zone of sphere, Volume of, 346 SELECTION FROM THE SCIENTIFIC LIST OF CHAPMAN & HALL, LTD. Text~Book of Mechanical Engineering. By WILFRID J. LINEHAM* B.Sc., M.I.C.E., M.I.M.E., M.I.E.E. 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