ARCH BRICK WORK 177
2~v ........ (1)
• a 0.5Z
S1Q2=— .......... (2)
,==6.2832rXa(deg.)
360 - ..... (3)
or
= 0.01754rXa(deg.).
'd=r~v .......... (4)
r'=r+t .......... (5)
e=0.01754r'Xa(deg.) ..... (6)
k=c~b ........ - . . (7)
°~e-f- ......... (8)
s»
-= n = total number of brick in span. . ... (9)
k
-== n'=number of taper brick in span. . . (10)
»7
n--72/=n''=number of straight brick in span. . (11)
3P I
Thrust, uniform loading =Tu--~~.
juV
3PI
Thrust, concentrated Io&d=Tc = '-—~.
Pu = uniform load, pounds per square foot.
* Pc = concentrated load in pounds at center of span.
When several concentrated loads are to be considered, reduce
to an equivalent concentrated center load.