Report 1762 —

HYDROMECHANICS a EXPLORATORY INVESTIGATION OF NONWELDED
Ze PRESSURE HULLS FOR HYDROSPACE VEHICLES
O
by
AERODYNAMICS a
O i Arthur C. Macurdy
STRUCTURAL
MECHANICS
i
APPLIED
MATHEMATICS
O fs STRUCTURAL MECHANICS LABORATORY
* RESEARCH AND DEVELOPMENT REPORT
TICS AND
ATION

March 1964 Report 1762

1110-170

648 (Rev 1—64)

EXPLORATORY INVESTIGATION OF NONWELDED
PRESSURE HULLS FOR HYDROSPACE VEHICLES

by

Arthur C. Macurdy

March 1964 Report 1762
S-RO11 O1 O1

TABLE OF CONTENTS

ABSTRACT eoeeeeeeeeceeeeeee2eee2e2ee2 ee e2e2e2e2e2e2282 282822 e2FFFe282282F22908 028 S880 1

INTRODUCTION eeoeeeecenvneeee ee eeeeeeeeeeeereeeeeeeeeeeeeeeeeee8 882028 &
DESCRIPTION OF MODELS e@eoeeeeeseeeee eee eee eeeeeeeeeeeeeeeee7e22828880 0
TEST PROCEDURES AND RESULTS e@oeoeeeeeeeeseeeeeeeeeeeeee eee ee ee ee eee

SUMMARY @eeeeeeeee2eoeceeeeeeeeeneeeeeeeeeeneeeeeeeee220808227878 88888880

RECOMMENDATIONS eaooeeeeeeeeoeeeeeeeeeeeeeeeeeeeeeeee eee eee ee eeeee ee
ACKNOWLEDGMENTS e@ceeceeeeeeneece2eeeeeeeeee2seeeee7eeee2e2e2e2e8 282828 F288 8888 O
REFERENCES e@eceeeeneeeeeeeeoeneeeeeeeeeeeee2e7ee eee eeeeeeeeeeeeeeee2 eee 0e 10

1

2

3

DESCUSSION cc ccc ccc ccc ccc cece cece cece cece cece ee sececsecccescecece 4
9

9

9

LIST OF FIGURES

Page

Figure Models Before TeSt ccccccccccccvccccccccccescccccccccces 12

Figure Sketches of Models e@eeoeoevceeeaneeoeeeeeaeeoevseenoeeeeoeeeeoeeoe eee 8 8@ 14

Figure Measured Strain SenSitivitleS .cccccccccccccccccccccvcs 15

Figure 4 — Models After TeSt cccccccccccccccccccccccccccccccccccce 18

a & Ww nw FH
1

Figure Mechanical Joining TechniqueS) ...ccccccccccccccccccccce 19

LIST OF TABLES
Page

Table 1 - Comparison of Experimental and Theoretical Strain
Sensitivities at Midbay ccccococecccccccccccccesceccccccs 20

Table 2 - Ratios of Theoretical Collapse Pressures to Experimental
Collapse Pressures eeeoeoevoovoeve2en0e0e2e2e020e2 0202020202080 8082 8080808008878 8 88 SG 20

Table 3 -— Experimental and Prototype Collapse PressureS ....cceccee 21

Li

ABSTRACT

The feasibility of fabricating a deep-submergence
pressure hull composed of rings joined by means other than
welding was explored in tests of three structural models
(two of aluminum and one of titanium) designed for a
collapse strength of 10,000 psi. These tests demonstrated
that hulls can be built without welding and that these
hulls can have collapse strengths comparable to monolithic
hulls. Longitudinal strength, watertight integrity, and
corrosion protection, which were not explored by these
tests, can be provided by any of several mechanical
techniques without compromising collapse strength.

INTRODUCTION

Growing interest in the ocean depths both in scientific and military
circles has emphasized the need for vehicles capable of operating at great
depths. It is recognized that the materials and the fabrication techniques
now in use place a severe limitation on the size and maximum operating
depth of positively buoyant vehicles. Much interest has been show in
using light, high-strength materials such as aluminum, titanium, glass-
reinforced plastics, and high-strength steels. Solid glass is also being
investigated.

The most difficult problem in utilizing these new materials is that
very few of them can be welded and still retain their strength character-
istics. In addition, the thick sections required for larger diameter hulls
make welding extremely difficult and expenSive even where it is possible.

Techniques have been proposed for eliminating or reducing the
welding problem where large rings are used to form the strength elements
of the cylindrical pressure hull. Reynolds proposed a hull of aluminum
rings held together with tension rods and covered with a thin coating of
pure aluminum for corrosion ik detent The latest design of the ALUMINAUT
pressure hull cylinder is composed of rings held together by Benes The
David Taylor Model Basin is currently investigating composite-type con-
struction in which the strength rings are secured and protected by a thin

3
outer jacket of weldable or otherwise easily fabricated material. ”

Dyetenenees are listed on page 10.

For this study three structural models, two of aluminum and one of
titanium were assembled from machined rings and were tested to determine
whether hulls built from separate rings could have collapse strengths
comparable to monolithic hulls. This type of hull, consisting of separate
rings, would be adaptable to a variety of techniques for attaining longi-
tudinal strength and watertight integrity. This report summarizes the
results of the tests of these three models.

DESCRIPTION OF MODELS

The three models were deSignated PJ-1S, PJ-1L, and PJ-2. Models
PJ-1S and PJ-1L were made from 7079-T6 aluminum alloy and Model PJ-2 from
6Al=4Va titanium alloy. Yield Strengths of 62,000 and 150,000 psi were
used in the design calculations for aluminum and titanium, nesnectivels.
Based on these strengths, the models were designed for a collapse strength
of 10,000 psi, A value of 10.5 x 10° psi was assumed for the Young's
modulus of the aluminum, and a value of 16.0 x 10° psi for the titanium. A
Poisson's ratio of 0.3 was assumed for all material. The models are shown
in Figure 1, and relevant dimensions are given in Figure 2.

The aluminum models (PJ-1S and PJ-1L) had rectangular inside frames
and heavy shell segments of uniform thickness. The typical bay weighed
67.9 percent of its displacement weight in sea water. The area per unit
length of the hull section was obtained by allowing the average two-
dimensional Hencky-Von Mises stress to reach about 62,000 psi at a pressure
of 10,000 psi. A highly stable shell structure is required to permit
utilization of the full-yield strength of the material. To this end, the
frames were deSigned for a general-instability es snel of about 30,000
psi. A short frame spacing was selected to minimize bending in the shell
due to hydrostatic loads and to provide a high elastic-shell buckling
strength. Model PJ-1S was 1.7 diameters long, representing a finite com-
partment length, and was closed at the ends with flat aluminum plates;
Model PJ-I1L was four diameters long, approximating a semi-infinite cylinder,
and had hemispherical end closures. Models PJ-1S and PJ-l1L were designed
to evaluate the effect of bulkhead spacing. Both models had identical

typical bays and had grooves at each frame. These grooves were filled with

an aluminum-impregnated epoxy, which sealed the joint and provided limited
longitudinal strength.

The titanium model (Model PJ-2) had a double shell separated by
thin webs. The typical bay weighed 53.8 percent of its displacement weight
in Sea water. In this model, area per unit length of the hull section was
obtained by allowing the average circumferential stress over the section to
reach 150,000 psi at a pressure of 10,000 psi. The depth of the web and
the average thickness of the shells were chosen to obtain an elastic
general-instability pressure for a Semi-infinite cylinder of about
25,000 psi. The shell segments were designed to eliminate bending due
to the hydrostatic load.” This was done by varying the thickness of the
shell in the longitudinal direction. Also, as in the first two models,
the end bays of Model PJ-2 were shorter than the typical bay.

Model PJ-2 was 1.6 diameters long and was closed at the ends with
flat steel plates. Grooves on the inside and outside at each web were
filled with an artificial rubber compound. The artificial rubber was
chosen for ease of application in the laboratory, rather than as a suggested
prototype material. It was also used to seal the closure plates to the

model.
TEST PROCEDURES AND RESULTS

The models were instrumented with foil-type resistance strain
gages. The arrangement of the gages is shown in Figure 3. Model PJ-1S was
tested to collapse in the 17-inch diameter, high-pressure test tank at
the Model Basin. Model PJ-1L was tested almost to collapse in the l7-
inch pressure tank and collapsed in the 9-inch-diameter, high-pressure test
tank. Model PJ-2 was tested to 7000 psi in the 13-inch diameter, high-
pressure test tank and collapsed in the 9-inch pressure tank. Strain data
were obtained only during tests in the 17 and 13-inch tanks. At least
three runs were made for each model to obtain strain data. The loads were
applied to Model PJ-2 at the same rate as the compression specimens.

Model PJ-1S collapsed at 12,500 psi, Model PJ-1L at 11,900 psi, and
Model PJ-2 at 10,100 psi. Strain sensitivities devised from the initial

slopes of the pressure-strain plots are given in Figure 3. Figure 4 shows
Models PJ-1L and PJ-2 after test.

DISCUSSION

The measured Strains, presented in Figure 3, are compared with
theoretical strains in Table 1. The agreement with theory is very good,
indicating that the elastic strains were not affected by the structural
discontinuities at the frames. The calculations are from the theory of
Salerno and Puillasy aS presented by Lunchick and Shome,”

All of the models failed by inelastic general instability in the
n=2 mode. This is indicated by the appearance of the models after test
(Figure 4) as well as by the theoretical calculations. The computed
collapse pressures for Models PJ-l1S and PJ-1L indicate a very high degree
of stability in the elastic shell buckling modes and a margin of at least
20 percent in the inelastic shell buckling modes; see Table 2.

Because of the highly stable shell design, the theoretical in-
elastic shell buckling presemmes 290° correspond to strain levels in excess
of those measured in tests of material compresSion specimens. The ratios
reported in Table 2 correspond to average strain levels of 1.5 percent. No
theory is available to compute the shell-buckle pressures for nonuniform
Shells such as those of Model PJ-2. All of the theories presented in
Table 2 assume the models to be of monolithic construction.

The experimental collapse pressures and the scaled collapse strengths
are given in Table 3. To compare the ring models with monolithic hulls,
data from two other models are also included in Table 3. Model DSRV-P, °
a Small machined-aluminum model, similar to Model PJ-1S was 1.4 diameters
long and had a modified-Bryant critical buckling pressure of 3.55 times its
collapse pressure. Since it is impossible to machine a monolithic sandwich
hull such as Model PJ-2, a similar two-piece hull is included in this
discussion for comparison. Model OV-4 was made by inserting a cylinder
with outside rectangular frames into a closely fitted jacket, which formed
the outer shell. Model ov-4t had nearly the same Semi-infinite, elastic,
general-instability collapse pressure as Model PJ-2 and was 4 diameters

long.

Generally, the collapse strength of models that fail inelastically
is proportional to the yield strength of the material and to the weight-
to-displacement ratios. This permits comparison of collapse strengths
among Similar models. The scaled collapse pressures for Models PJ-1S and
PJ-1L were obtained by scaling the model yield strengths to 62,000 psi.

The scaled collapse pressure for Model PJ-2 represents a semi-infinite
hull of the same typical bay geometry and with a yield strength of 150,000
psi. The collapse strength of Model DSRV-P was scaled to 62,000 psi yield
strength and a weight-to-displacement ratio of 67.9 percent. The collapse
strength of Model OV-4 was scaled to a yield strength of 150,000 psi and a
weight-to=displacement ratio of 53.8 percent.

The comparisons shown in Table 3 illustrate that ring construction
need not result in any sacrifice in collapse strength compared to monolithic
hulls. Since the distortion and weakening effect of welding Stresses are
not present, ring construction may permit some increase in collapse strength
relative to welded hulls.

A submarine pressure hull is designed principally to resist external
hydrostatic pressure. However, in addition to the hydrostatic loads, a
submarine or other structure is subjected to overall bending moments. To
resist these bending moments, the structure must possess longitudinal
tensile strength in addition to its hydrostatic collapse strength. This
tensile strength is required only when operating on or near the surface.

At deeper depths, the longitudinal, hydrostatic compressive load exceeds
the tensile load of the bending moments and less longitudinal tensile
strength is required. For example, an oceanographic research statign and
bottom=based vehicles could be assembled on site With a minimum of tensile
bending.

For vehicles which must operate on the surface or at high speed,
some form of mechanical joining is required. The fundamental considerations
in designing a joining device are weight, volume, and stress concentration
in the pressure hull. For a given level of longitudinal strength, it is
desirable that the least excess weight be added to the structure by the
joints. In addition, it is desirable to consume as little as possible of
the valuable interior space. Any joining procedure which induces stress

concentration in the pressure hull may lower the collapse strength or

induce a fatigue problem. Many mechanical joining techniques have been
proposed for this application. A few are considered here. The following
discussion presents several typical ideas and some of their strengths and
weaknesses.

The rings could be held in place by tension wires or rods Secured
at the bulkheads (Figure 5a). This method has the advantage of low
weight since very high-tensile-strength steel may be used. One problem
involves the location of the rods. They cannot pierce the frames or webs
Since, this would introduce severe stress concentrations particularly for
nonductile materials. If they are inboard of the frames, they are less
efficient structurally and consume valuable interior space. Ideally, they
would be placed outside the hull, but there they are subject to mechanical
damage and to corrosion.

Bolts might be used to secure the rings (Figure 5b). This technique
is being considered for ALUMINAUT. An important problem here is the
stress concentration in the bolt holes. Large, round taper pins might
overcome the stresS-concentration problem of the holes (Figure 5c), but
they would be loaded in shear and would have a Stress-concentration problem
under longitudinal loading.

Clamps and similar devices carry no hydrostatic load and may be
prohibitively heavy for joining individual shell and frame rings. However,
sections consisting of several frame and shell Sections could be joined
by a system as Shown in Figure 5d. The sections could be assembled by one
of the other techniques considered here or, for small diameter hulls,
could be machined. This procedure is being considered for deep-running
torpedoes. The clamping ring may be formed in several segments which are
joined by bolts.

In the technique of composite construction, the rings are inserted
into a jacket of weldable or otherwise easily fabricated material (Figure
5e). The jacket yields during the initial submergence, holds the rings in
place, and provides watertight integrity and corrosion protection. The
main difficulty with this technique is in the repair of the jacket. Some
materials, particularly aluminum and glass-reinforced plastics, are heat
sensitive, and heat applied in welding the jacket might seriously weaken

the inner rings. This problem could be overcome by using an epoxy or

glass-reinforced plastic jacket or, possibly, an intermediate heat shield.

The rings could also be designed to be self-locking. This could
be done by allowing for positive interference and shrink-fitting the
rings together (Figure 5f). Aside from the difficulties in fabrication,
this technique precludes later separation of the rings and may be a source
of stress concentration if close tolerances are not maintained. The rings
could also be made with threads and screwed together (Figure 5g); here the
main problem is the stress concentration at the root of the threads.

One of the most interesting joining and sealing techniques available
is the use of adhesives. Adhesives have the significant advantages of low
weight and economy of application. They can be used either alone or in
combination with other mechanical bonds.

The availability of epoxies or similar materials with the necessary
bonding properties and tensile strengths has not been established. It is
felt that the rapidly expanding adhesive technology will be able to provide
a suitable material if the need is eStablished. In addition, adhesives
have two critical defects which impair their usefulness in deep-submergence
applications; one is a problem in joint deSign and the other a problem in
materials.

An epoxy adheSive was uSed on the deep-submergence Krupp sphere of
the bathyscaphe TRIESTE to hold the three segments of the sphere together.
The joint was a Simple glue-line with a layer of epoxy between the two
metal surfaces. When the Krupp sphere surfaced after the first deep dive
(Dive 61), the two joints were parted. Fortunately, there was no immediate
danger to the occupants of the bathyscaphe since the Segments were held
together by the pressure of the water; for further dives, the sphere was
held together by a system of rings and anise —

The failure of the TRIESTE bond was probably caused by the dete-
rioration of the epoxy under high compressive loads. Epoxy reSins and
other adhesives have relatively low Young's moduli and compressive yield
strengths. This means, of course, that they may experience excessive
deformation when subjected to the same stress aS a metal. Conversely, if
the adhesive is subjected to the same deformation as a metal, it will
carry a very much smaller stress. The models in this report illustrate

one type of joint where the adhesive may act as a bond and seal, without

being subjected to high compressive stresses. Much work is required to
evaluate this, and other, improved designs for adhesive joints. It is
important that the presence of the groove for the adhesive joint did not
seem to impair the collapse strength of the models.

In addition to deterioration due to loading, adhesive materials are
Subject to eventual deterioration due to exposure to salt water and to
biological fouling. These material problems must be solved by developing
new adhesives and material-protection techniques. Until they are solved,
adhesives will be limited to short-term applications or will require
periodic replacement.

The primary advantage of ring conStruction is that it permits the
use of many light, high-strength nonweldable materials for deep-submergence
pressure hulls; but there are a number of other features which may
produce considerable savings. The combining of rings into a pressure hull
by mechanical means is essentially a faster and less expensive operation
than welding and requires less time spent in the shipway. This potential
Saving is balanced by the greater machining costs associated with ring
construction. In addition, it is often necessary to open a hull to make
repairs or to replace machinery. It is not possible to open a hull by
cutting or burning a ring Since it cannot ordinarily be rewelded; but it
may be practical to Separate two rings at a joint, and then reassemble the
section after the repair work is completed.

Present forging capacity limits the maximum size of nonweldable
metals to a diameter of about 12 to 15 feet. Aluminum must be forged to
obtain its highest yield strength, but titanium and steel may be welded and
then heat treated to higher strengths. It is felt that the primary
applications of ring construction will be in Structures of smaller
diameter. The possibilities of ring construction in onsite assembly of
undersea laboratories and in oceanographic research vehicles have already
been mentioned. In addition, the technique can find military applications

for deep-running-torpedo housings or for submerged missile-silos.

SUMMARY

1. A submarine pressure hull built of separate rings may be so deSigned as
to have a hydrostatic collapse strength comparable to that of a monolithic
hull.

2. The technique of ring construction permits an increase in static
collapse strength compared to current steel hulls of the same weight,
through the use of light, high-strength, nonweldable materials. This
technique may also result in savings in fabrication and assembly costs,
which would make it practical for use with weldable materials.

3. A wide variety of mechanical techniques is available to provide the
necessary longitudinal strength, watertight integrity, and corrosion
protection for hulls of ring construction. The expanding technology of

epoxy plastics may provide materials suitable for these applications.

RECOMMENDATIONS

Future research should include studies of the effects of hull
bending moments and longitudinal tensile loads on various types of

mechanical joints.

ACKNOWLEDGMENTS

The author wishes to acknowledge the assistance of Mr. Martin A.

Krenzke who initiated the project and designed Models PJ-1S and PJ-1L.

REFERENCES

1. U. S. Patent 3,029,966 (April 7, 1962), Reynolds, J. L., "Sub-

mersible Pressure Vessel."

2. Walsh, J. B., "Strength of the ALUMINAUT Hull,™ Woods Hole
Oceanographic Institute, Ref. No. 62-32 (Apr 1962).

3. Krenzke, M. A. and Kiernan, T. J., "Structural Development of a
Titanium Oceanographic Vehicle of Operating Depths of 15,000 to 20,000
Feet," David Taylor Model Basin Report 1677.

4. Pulos, John G., "Structural Analysis and Design Considerations
for Cylindrical Pressure Hulls," David Taylor Model Basin Report 1639
(Apr 1963).

5. Short, R. D. Jr., "Membrane Design for Stiffened Cylindrical Shells
under Uniform Pressure," David Taylor Model Basin Report (in preparation).

6. Salerno, V. L. and Pulos, J. G., "Stress Distribution in a

Circular Cylindrical Shell under Hydrostatic Pressure," Polytechnic
Institute of Brooklyn Aeronautical Laboratory Report No. 171-A (1951).

7. Lunchick, M. E. and Short, R. D., Jr., "Behavior of Cylinders
with Initial Shell Deflection," David Taylor Model Basin Report 1150
(July 1957).

8. Reynolds, T. E., "Inelastic Lobar Buckling of Cylindrical Shells
under External Hydrostatic Pressure," David Taylor Model Basin Report 1392
(Aug 1960).

9. Lunchick, M. E., “Plastic Axisymmetric Buckling of Ring-Stiffened
Cylindrical Shells Fabricated from Strain-Hardening Materials and Subjected
to External Hydrostatic Pressure," David Taylor Model Basin Report 1393
(Jan 1961).

10. Lunchick, M. E., "Graphical Methods for Determining the
Plastic Shell Buckling Pressures of Ring-Stiffened Cylinders Subjected to
External Hydrostatic Pressure," David Taylor Model Basin Report 1437
(Mar 1961).

10

11. Hom, K. and Blumenberg, W. F., "Hydrostatic Tests* of Structural
Models for Preliminary Design of a Web-Stiffened Sandwich Pressure Hull,"
David Taylor Model Basin Report 1763, September 1963.

12. Picard, J. and Dietz, R. S., "Seven Miles Down," Putnam, 1961.

11

Figure 1 = Models before Test

PSD 307141

Figure la - Model PJ=1S

PSD 3

Pisire blble Modeieps=in aye

ale

‘PSD 310594
Figure lc - Model PJ-2

PSD 310595
Figure 1d - Model PJ-2 (Showing Rings)

Ly)

€ €.

Figure 3b - Model PJ-LL

@ Circumferential location of gages
pb Circumferential strain sensitivity in win/in per psi

& Longitudinal strain sensitivity in yin/in per psi

16

Outside

S 3
us ° e
(o) io)
U 1
@ AT N Ww
~~. O WO] oO WO
° ° ° °
w io) (eo)
ft Ti [ [

o} olol/ol/o|l/ol/olojo
sa) AI/M/olal+/el/o]™
SIAIAINI ANI ANI MI] ™

(00) WO
w w

[o) ) 11S) |] SV] S|, OS |] S|, O || ©
~ N}O}@O;Aali +t] helo; ™
ral || Gal |) tal |) SGT || GATT] ed |] ed)

Figure 3c - Model PJ-2

Q Circumferential location of gages

sitivity in pin/in per psi

Ey Longitudinal strain sensitivity in win/in per psi

&p Circumferential strain sen

7

‘PSD 310904
Figure 4b - Model PJ-2 sel

Figure 4 = Models After Test

18

JACKET

So Nn EE ONENESS

Mp PLY LU ZZ YM, “CZ )

Figure 5f - Self-Locking

MA

[— ©

Figure 5g - ton

Figure 5 - Mechanical Joining Techniques

19

TABLE 1

Comparison of Experimental
and Theoretical Strain Sensitivities* at Midbay

Average PJ-1S | Average PJ-1L

_— fs

Inside
“Strain sensitivities in Win/in/psi.

366

Theoretical

Outside

Longitudinal
Inside
Outside

“Theory of Salerno and Pulos.

fi
Bay 2 1/2 only.

TABLE 2

Ratios of Theoretical Collapse Pressures to Experimental Collapse Pressures

Ratio of Theoretical to Experimental
Collapse Pressure

Model PJ=-1S Model PJ-1L | Model PJ-2

Theory of Coilapse

Modified Tropa
Inelastic general instability»
(n = 2)

Reynolds'* asymmetric clastic”
shell buckling

Lunchick's atggimatnle”
elastic shell ee
Pa fa =

Lunchick's aiagimasaie ay
inelastic shell buckling

20

*Japurp~Ad e9atTUuLyUuT—twes Surpuodsei109 e JOzZ pegnduios Z-fq [epow 1OF sAInssead papeos

008 ‘6
=
—

000‘ OST

000‘ 8£T
Ojala

pl’ Ao Tepow

eS

eS
000‘ 0ST
00S ‘PrT

¢
OOT‘OT

c-£d L2POW

¢ abe tsd ur oinssoid
009 6 00¢ OT asde[Too petess
L9 PeTess
queod1ed
UL OT}eI
L9 Tepow quowece Tdstp
Tenqov -09-9Y5 TAM
tsd ut (qesjzo
€

6°
6°
006 °S2 Tepou} ueored 70)
Tenqoy | ygsuetzs PTety
P ‘ tsd ut ainssead
007° ZL 00S “CT asdeT[oo Tejuowrisedxy
ed-AUSC TSPOW | TI-fd TSPOW || SI-fd TSPOW CEST EC ME

soinsseig esdepTpop odéjoj01g pue Tequowtusedxy

€ WIavl

21

AY mak
NY sys Pesnabiivioa ‘

Pe

ii Aint

A

TA Le

tay My ul
q it Re iol

# ihisy
Pin acai tt

My)
CU AF
alin Fae a FAME Aa

INITIAL DISTRIBUTION

Copies Copies
15 CHBUSHIPS 1 Dr. E. Wenk, Jr.,
2 Sci & Res Sec (Code 442) The White House
1 Lab Mgt (Code 320)
3 Tech Lib (Code 210L) 1 Tse ean See Nhe
1 Struc Mech, Hull Mat &

Fab (Code 341A) 1 M. J. Mavor, WHOI
Prelim Des Br (Code 420)
Prelim Des Sec (Code 421)
Ship Protec (Code 423)
Hull Des (Code 440)
Hull Struc (Code 443)
Sub Br (Code 525)
Pres Ves (Code 651F)

3 CHONR
2 Struc Mech (Code 439)
1 U/Sea Programs (Code 466)

4 CNO
iL (Gp gu)
1 (Op O7T)
1 (Op 713)
1 (Op 725)

CDR, DDC

CO & DIR, USNMEL

CDR, USNOL

DIR, USNRL (2027)

CO & DIR, USNUSL

CO & DIR, USNEL

CDR, USNOTS, China Lake

CDR, USNOTS, Pasadena

CO, USNUOS

NAVSHIPYD PTSHM

NAVSHIPYD MARE

SUPSHIP, Groton

DIR, DEF R & E, Attn: Tech Lib
CO, USNROTC & NAVADMINU, MIT
O-in-C, PGSCOL, Webb

DIR, APL, Univ of Wash, Seattle

NAS, Attn: Comm on Undersea Warfare

Py RPRPREH

i)
(=)

PREPHP HP HPP by eR PPP PP ea

23

“e p" Hay ci
nadiel a

vi srmnagno® oe a ae D
ath | Sat, Non:

“19M evi pe aw

yan

Tah stot), S08 90
GS abot) Tu

ik ee 5

cana NORE) 8 mm ae tat 0), &

sal

‘ hae ee oa mann! aN ‘uno ae ‘-
Ns aN Ls Anata sh 9G

Oe rea CA a eae ‘a ae oy ) EEN Ag, cd oy
ae ‘esha pare. atonal, .

be sah) Fameh | ch

ee wey
eae De mead eae

cD aut “notand tte ipa
A heats Ee Vat Oe ta ‘ate K
1M Tae Waa S eam hw
een La a sis Nn nS iy hal. ogee ath pid) ;
Bia) x ; | : hu a v ‘alk Teen tlh de AO, cee «iat, ta 0
| ee vse {sama Hig. pote i

we oa A

ee bee te aU
eo ay :
Wy

a)

4 ae

a i

eit eeagahe!

haa
a}

ve ¥ aM
i v
’ A ;

UuOTIENTeAG——Y479UII7g
--sAoT[e umutumty °9
s7s99 .
TSPOW--UOTIeOT Age 7
--STTNy aanssetg °s¢
sjseq [Tepow——-osdeTpog
--ST[ny einssetg “yp
$9899 [opow--osdeT
-[09--(PeuessT43s)
STLOUS TeoTapurpAy *¢
$7899 Tepoy
--oinsseid o13e 4S
-o.1pAy=—(PeuessT3s),
STTSys TeotapurzAg °Z
s3s99 [epow
4950219 ¢-—(peuesstys)
STTOYS TeotapuryAg °T

UOTIENTeAq—-Y499U913¢9
--sfoTTe umuyumyy °9
s3s9}
TePoW-- UOT qe OT IGE y
--ST[NY adnssetg °¢
$3889 [epon-—-osdeTpo9
--S[T[nNy aInssolg “pr
s3s0} [oepoy—-osdeT
-T09--( Pauses sts)
STTeus TeotapurpAg *¢
s7s99 [epow
--ainsseid 0199S
-o1psH==(PauesFt3s)
STTSYS TeotapurpAg *7
S3s9q [epow
ya#ue149-—(peuesst4s)
STTOUS Teotapurpég *T

Aq petotdxe jou araM yoTYyM Su0TZ0E90I1d UoTsOrI09
pue ‘4 tadequr 4YysTIWEIeM ‘YyQSUDIyS TeuTpNgTSuoT
“STIMY OTYITTOuow 03 aTqeredwoo syySue1qs asdetpoo
aaey ued sT[NYy asoy yey Pue SuULPTeM ynoyITM
Ting eq ued sTTNY 3eY49 pazetysuoUAp sqseq ssouy,
*tsd Q00‘OL FO y3SueI3s asdeT[oo e a10z poustsap
(umtuejT? Jo suo pue umuTUMTe Jo oM9) sTapou Teanq
-onIjZs 388143 FO s3seq ur paaotdxe sem Surppem ueyy
e420 sueou Aq peurof sSutz Jo pasodwoo [my sansseid
eoues1owqns—deep e Surqyeotagey fo AWT[TQrseay ayy

CATA ISSVTONA “sje
‘seqtqea ‘sydeas ‘-sasetp “*sntqr -dez “tr ‘P96T IeW
“Apanoey *9 anygay Aq “oaTOTHAA TOVASOUNCAH YOd STINH
GUASSHUd GCACTAMNON AO NOTLVOTLSHANT AYOLVYOTAXa

“COLT JAOdey °uLseg Tepow 1oThe] praeq

Aq patotdxs jou atem yoryM ‘uo0TI90030I1d uoTsor109
pue ‘A4TIs9quT QYSTIIE7eM *YyQSUeIZS TeurpngTsuoT
“STTNy OTYAZTTOUOW 09 aTqeredwos syySuet4zs asdetpoo
eaey ued ST[NY asey} 7eYQ Ppue SuULpTeM 3noyITM
9TEnq 98q ued sTTNY 3eY49 pezeIZsuOUAp sjseaq asoyy
*tsd Q00‘OLT FO yasuaeIys asdeT[oo e& IOs poustsoep
(umtueqtT} JO suo pue umuTuMmTe Fo 0MZ) sTapow Tein
-ontIjs 39014} FO s3soq UT pedtoTdxe sem Surprem ueyQ
2470 sueow Aq pourol ssura fo pasodwos [TTY sunsseid
aouest1owqns-deep e Surzeotiqesy Fo AYT[Tqtsees ouL

CaIAISSVTONA *sgor
‘setqey ‘sydeas ‘-sasetp ‘*sn{ Tt -dez ‘tt *p96T IeW
*ApanoeW *9 anyjay Aq “SH TOTHAA TOVdSOUGAH YOI STINH
AYASSANd CACTAMNON AO NOTLVOILSAANT ANOLVYOTAXa

“ZOLT today *urseg Tepow toTAey praeg

UOTIENTeAG—-Y4SU914¢
--sAoTTe umutumTy °9
s7s93
Tepow-—uoTzeOTIGe 7
--STTNY aunssetg *¢
S}s0q [Tapow--ssdeTpo9
--STINy ainsseig *+
$3s0q [Tepoy--osdetT
—T0D--(Ppeuezstas)
STTOYS TeotapurqAg *¢
$7593 Tepon
--dinsseid o17e9S
-OIpAH==(Peues Tis),
STTSYS TeotapurpAg °z
s2s99 Topow

"478814. 9-—( peuesjt4s)

STTOys Teotapurpég °T

uoTZeNTeAq—=-Y479uUIaI4¢S

--sAoTTe umurumTy °9

s3s92
TaPoye-—UOTIeOTIGe I

--STTNYy eumssatg °¢

S3s08q Tepow——-osde Too

--sTTny ainssetg *7

$1s9} [Toepoy--osdet
-T09--( PeuesFTas)

STT9YS TeotapurpAg *¢

s3so9 ToOpow
--dinsseid 9T7e9S
—orpéH-—(pauesFT3s)

STTOYS TeotapurpAg *Z

$3897 [SPpow
-y39uar13¢--(pouezzT3s)

STTSYS TeotapurpAg °T

&q petotdxs jou aram yotyM ‘uot20030ad UuOTSOIIOS
pue ‘47T13aquT 4YySTQ4E3eM *YyQSuarzs Teurpn3 tsu0T
“sTImy OTYyITTouow 09 eTqeteduos syySues3s asdetpoo
eaey ued ST[Ny asey} yey pue SuLpTeM ynoyQTM
3Ttnq 8q ued sTTMY 3eYyA peyetqysuoMap s}saq asayy
*tsd Q00‘OT FO YyaSuer3s asdetpoo e sof peustsap
(umtueqt} Jo suo pue umurumTe jo 0M}) sTepow Team
~onIjZs ser142 JO sjso} UT patoTdxe sem SurpTem ueyQ
2470 suesw Aq peutof ssutrt Jo pasodwoo [Ty ainssead
aouestouqns-desp e Surzeotaqey Fo AQTTIQtseez ayy

GaIAISSVTONA *sjor
‘setqea ‘sydeas ‘-suSerp ‘*sntTr -dez ‘tt “po6T sew
“ApanoeyW 9 anyzszy Aq ‘sHTOTHAA AOVdSOUGAH NOS STINH
GUNSSHYd CACTHMNON 40 NOTLVOTLSHANT AYOLVYOTAXT

“ZOLT 3today *urTseg Tapow IoTAe] praeq

Aq petotdxe jou azam yoTYyA fuoT0Ae}0Id UOTsOZI0D
pue ‘A9Ta3eq9UT QYySTIIEIeM *YyQS5Uea3s TeuTpNyTSuoT
“s—TTNY oTYyITTOUow 03 eTqeredwoo syqSuaaqs asdetpoo
aaey ued STTNY asayi yey. Pue Surppam ynoygTa
ITTnq 2q ued sTTMY ey, pagerysuoMap s3saq asayy
*tsd Q00‘OT FO YyQSuarqs asdeTptoo e 107 pauStsap
(umtue}t} FO suo pue umuUTUMTe jo 0M}) sTapow Tem
-onijZs 388143 FO s}se} ur paroTdxa sem Surptam ueyQ
ay70 sueow Aq paurol sSura fo pasodwoo [Ty aanssaad
asouesrewqns-deap © Surzeotaqeyz zo AQTTTQtTseay ayy

CaTATSSVTONN *syor
‘setqea ‘sydeas ‘-saserp “*snTTr -dez ‘tt *Po6T IEW
“Apanoew “9 Inyaty Aq “saTOTHTA AQVdSONGAH NOX STINH
GUNSSUNd CACTIMNON AO NOTLVOTLSHANT ANOLVUOTAXT

*ZOLT JAodey ‘urseg Tapowy roTAey praeg

TO TO TIONS “IL
*9 anyqsy ‘Apanoew *T
t-Ld
TePon--sTepouw drys *OT
TI-fd GL
Tepohe-stTepow drys °6
SI-fd AL
TePpon--sTepou drys *g
loTQenNTeAq—-YASUuIst14¢S
--sXoTTe umtueqty °*2

°yq3ueI4s
esdeT[oo Surstwoidwos ynoyztM senbtuyoe, Teotueyoour
Teteass fo Aue fq paptAoud aq ues *sqsaq asaya

TO TO [IOUS “IT
°9 anyquy ‘Apanoey *T
t-Ld
Tepow--sTepou drys *OT
TI-fd NL
Tepow--sTepou drug °6
SI-fd aA
TePoW-—sTepou drys °g
JOTZeNTeAq=—Y}SUII14¢
--sAoTTe umtueqty, °2

*yqsueI}s
asdeT [oo Sutstwoidwos 4ynoyytM senbruyoeq Teotueyoou
Teteass go Aue Aq poptaoid aq ued *s3s0a9 aseyQ

TO TO TIOWS “II
°9 anyqay ‘ApanoeW °T
t-£d
Tepon--sTepou drys *OT
TI-fd GL
TePokW--sTepou drys °6
SI-fd aL
Tepon--sTepou drys °g
UOTIENTeAG—-35U3dI13¢
--sAoTTe umtueqty °Z

TO 10 TLOU-S “II
°g anyjay ‘Apainoey °T
e-L£d
Tepon--sTepow drys *OT
TI-fd dnl
Tepon--sTepow drys °6
ST-fd aNL
Tepon--stTepou drys *8
UOTIENTeAG—-YASUSIAS
--sAoTTe umtueqty °2

i RR EE AR ER A A

*ygsuel7s
esdeT[oo surstworduos ynoyztM senbruysey Teotueyoour
Teteaas zo Aue Aq paptaoid aq ues *s}saq asayy

*yjsuet7sS
asdeT[oo Surstworduod ynoyzIM senbtuyse7 Teotueyoour
Tetoaes fo Aue Aq paptaoid oq ued ‘sqsaq asay2

uoTIeNTeAq—=-YAFUsIAS
--sfoTTe umutumpy *9
s3so2
TePOn-- UOT Ie OT I Gey
--S[T[NY adnssatg °¢
S3s09 [epow--osdeT Too
--ST[TnNYy ednssolg *f
$3899 [Tepon--aesdeT
-[09--( PeuessT4s)
STTeys Teorapurypéy *¢
$389} [SsPpoW
--dinssoid 0197S
-oupAH==(PpeuesJT3s)
STTSys TeorapurypAg *Z
$3893 [2epoW
-y95u219¢--(peuez stds)
STISYs Teotapurypég *T

Aq pesotdxe jou azam yoTYyM ‘u0TZ0E890I1d uoTSOII09
pue ‘AqTASequT 3YSTIIEIeM fYyQSUeIZSs TeuLpNaTSuOT
“STTMY OTYyITTOUOU 09 aTqexeduod syySueiqs asdepTpoo
aaey ued STTNY esoyy 7ey I pue Surpplem ynoyTM
4TEnq 9q ued s—TTMYy 7eY} peyesZsuOUIEp sjseq asoyL
*tsd Q00‘OT FO y3suea9s asdeT[oo e 10; poustsap
(umyuejT, JO euo pue umuTUMTe Jo 0M) sTepow Teung
-ONIjs 2814} FO sj3soq UL PesoTdxe sem Surpptem ueyy
2470 sueow Aq pourof ssurir so pasodwoo [Ty sunsseid
eouestowqns—deep e SuTzeotagez Jo AIT[TqGTseeyz oUL

CaT4ISSVTONN “sfor
‘sotqea ‘sydeas ‘+saSerp “*sntTt -dez "IT *P96T IEW
“Apanoew “9 Inyaay Aq “SHTOTHHA TOVdSONGAH YOM STINH
GUNSSHUd CUCTAMNON 40 NOTLVOLLSAANT AYOLVYOTdXa

*ZOLT q40day *urseg [Tepow 1oTAéey praeg

uoTZeNTeAG=—}S5UII7¢
--sAoT[Te umutumqy °9
s3s9q
T2POW-—uoT{eoTsge 7
--S[TTNY ainssetg °s
S388} [Tepoy--osdeT [oo
--STINy ainssetg “Pp
$3809 [oepow--osdeT
—T09--(PeuessT4s)
STTOEYS TeoTapurpAg *¢
$9893 [epow
--oInsseid o13e9S
-or1pAy-—(Peues sty)
STT9YS TeotapurpAg *Z
$3899 [Toepow
y9Sue149-—(peueszt4as)
STT9YS TeotapurpAg *T

Aq petotdxs you azam yoTYyM fuoT}0e30I1d UOTSOII0D
pue ‘A9TISaqur 4YySTIIEWeM SYyASuerZs TeurpngTsuoT
*STINY OfYyITTOUoW 03 aTqeredwos syqySue13s asdetpoo
eaey ued STTNY sseyz ZeYyQ pue Furppteam ynoygrm
4Trnq eq ued sT[NYy 3eY49 pazerIQZsuOWep s}seq ssoUuy
*tsd Q00‘OLT FO YQsueIys asdeT[oo e OF poustsep
(umtueqt? fo suo pue umuTUMTe Jo 0M) sTepow Teang
-onijs ee14 FO s}seq UL petoTdxe sem Surpptem ueyy
ayo sueow Aq poeurof ssuta fo pasodwoos [Ty aunsseud
aouaesiowqns—dsep e Surqeotaqesy fo AIT[Lqtsees ouy

CaTALSSVTONA “sje
‘setqea ‘sydead ‘-sasetp ‘*sn[Tt -dez ‘tt *P96T IEW
“Apmmoey *9 anyryay Aq “SHTOTHTA TOVASONCAH YOA STINH
AUNSSAYd CACTAMNON AO NOTLVOILSHANT AYOLVYOTEXa

“ZOLT qtodey ‘urseg Tepow s0T ke] praeq

UOTIENTeAG——Y493UI19¢
--sAoTTe umutumyy °9
s3seQ
Tepope-— UOT Ie OT IGE T
--ST[NYy aimssedg °¢
$3899 [epow--esdeT [og
=-STTNY sdnsselg °y
$9899 [epow--osdeT
-T09--(Peuesst4s)
STIOyS TeotapurpAg *¢
S3s9q [Tepow
--ainssoid oT7e9s
-oipAH==(Peuesst3s)
STIO4S Teotapuryag °Z
s3s9q [epow
-433u9819¢-- (peuezstis)
STISYS TeotapurpAg °T

UOTIENTeAY——YATIuUII7g
--sAoTTe umutumqy °9
s7s9q
TePowWe—-UoTIeoTAqGey
--ST[TNY adnssatg °¢
S3s99 Tepow——ssdeTpo9
--STINy ainssolg *P
$3S09 [Tepoy--osdeT
—T09--(PeuessT3s)
STTEYs TeotapurpAg *¢
s3s99 Tepow
--aInssoid oT7e9S
-orIpAY==( Peuest sts)
STTOYS TeOTApurpAy °Z
s3s09 Tepow
-y93ue14¢—-(peuesstys)
STT8YS Teorapurpég °T

fq petotdxse you azem yotym ‘uot 0E70Id uUOTSOIIOD

pue ‘A4T138,uT 4ySTQIEIeM *YyASuUatys Teurpn3 tsu0T

“STINY OTYITTOUoU 07 aTqetedwod syyFuesys asdetpoo

eAey ued STTNY asoyi yey. pue Surppem ynoygrm

3TEng 8q ued sT~TMY yey paeyerQsSUOMIAp s}saq asayy

*tsd 000‘0L FO yQsuerqs asdeT~oo e 10z peustsap

(umtuejT] JO suo pue umuTUMTe JO 0M) sTapow Tem

-ond}s 3808143 FO Ssiseq UT pasoTdxe sea SurpTem ueyQ

ayo sueew Aq peutol sSura so pasodwos [My aanssaud
aouestowqns—deep e@ Suryeotaqey ro AQTTrqtseay ayy

CaTAISSVTONA *sger
“‘setqea ‘sydeas ‘-sasertp ‘-sn—tTt -dez “tr “Po6T se
“ApanoeW °9 amyzazy Aq “SqTOTHTA AOVASONGAH WOd STINH
FUNSSHUd CACTAMNON 4O NOTLVOILSHANT AMOLVYOTaXa

“ZOLT J4odey *urseg Tepow toTéey praeg

&q pesotdxe jou azam yoTyM ‘uot 0e30I1d UuoTSOII09
pue ‘AqTaSequr QySTIIAa9eM *YQSUeIZs TeurpngTsuoT
“STIMY OTYATTOuoW 03 aTqeredwoo syasuaiq3s asdetpoo
aaey ued STTNY asey yey} pue SuTpTad ynoyqIM
4Ttnq aq ued sTTNYy 7eY4R pse_erqsuoUAp szseq asayy
*tsd Q00‘OT FO yasua13s asdeT[oo e& 10x paustsap
(umtue}T} JO suo pue umuTumTe jo 0M}) sTapow Tem 9
-onijs 90143 FO s}seq UT paroTdxe sem SurppTam ueyy
2470 sueow Aq peurol sSuri fo pasodwos ~My saanssaad
souestowqns—deep e Suryeotaqey yo AQTTTqtseay ayy

CaTAISSVTONA “sje
“setqea ‘sydeas ‘-sasetp ‘*sn—Tr -dez ‘It ‘po6T Jen
“Apinoew *9 anyaazy Aq “SaTOTHHA TOVASONGAH YOX STINH
GUNSSHYd CACTAMNON AO NOTLVOTLSHANT AYOLVYOTAXT

“Z9LT q4odey *uTseg Tapow soTAe] praeg

TO [TO [LOU-S “II
*9 anyqay ‘Apanoew *T

t-Ld
Tepon--sTepou drys *OT
TI-fd OWL
Tepoh--sTepow drug °6
ST-fd NL

TePpow--sTepou drys °*g
lorTZenTeAq——YASUII4S
--sAoTTe umrueqty, °*2

*yqsueI4s
esdeT [oo SursTworduos 4ynoyztM sanbruyoe, Teotueyoou
Teteaes fo Aue Aq paptaoid aq ued ‘sqsaq aseyy

TO TO TLIOWS “II
°9 unyzay ‘Aprnoepy *T

t-£d
TePpow--stTepow drys *OT
TI-fd GL
TePow--sTepou drug °6
ST-fd aL

TePon——sTepow drys °g
JOTIeNTeAq=—-Yy73uII7¢
--sAoTTe umtueqrTy °2

°yQ3ueI4S
asdeT [oo SurstTwoiduo0s 4ynoyyIM senbruyoes, Teotueyoour
Teteaas go Aue fq paptaord aq ued ‘s9s03 eseyQ

TO TO [IOUS “IT
°9 anyjay ‘Apanoey *T

t-£d
Tepow--sTepou drug °OT
TI-fd aL
TePpowe--sTepou drys °6
SI-fd GL

TePpon--sTepou drys °g
uoTIeNTeAq=--Y79U9I4¢S
--sAoTTe umtueqty, °2

TO TO TLOU-S “II
*9 anyqay ‘Apanoey °T

t-Ld
Tepon--stTepou drys *OT
TI-fd aL
Tepoy--sTepou drys °6
SI-fd WL

TePon--sTepow drys °g
uoTZeNTeAq—-Y7SUII17S
--sAoTTe umTueyTy, *2

ee eee

°y9suer7s
esdeT[oo surstwordwos ynoyytM senbruysay Teotueyoour
Tetaass Jo Aue fq paptaoad aq ueo ‘s}s09 asoyy

*yjsuel4S
asdeT[oo Surstworduo0s ynoy7tM senbtuyse7 Teotueyoour
Tersaes gso Aue Aq paptaoid aq ueo *sqsaq aseyy

UOTIENTeAG=-YASUII4¢
--sAoT Te umutumpy *9
s7s03
TSPOW=-UOTIe OT IgE y
==ST[NY einssetg *¢
$}s09 [Tapow--esdeTpo9
=-S[T[TNY ainssetg *p
$1s09 [Topow--asdeT
-[0)--(Peues sts)
STISYS Teotapurypég *¢
$3S91 Tepoy
~-ainsseid 9T3e4S
-orpAéH==(Pauezgti3s)
STTSys TeorspurpAg °Z
S3s0q Tepow
-495ue13¢-—(peuetst3s)
STTSYs TeotapurpAg °T

UOTZENTeAG——YASUIsI4¢
--sAoTTe umummTy *9
s3seq
TSPOW--uOT{e oT I ged
=-ST[TNy ainssatg °S
§3S989 [epow--osdeT pop
=-STTMy ainssetg *p
$389} Tapon-—asdeT
-T00--( peuessT3s)
STTSys TeotapurpAy *¢
S3s9q Tepow
--ainsseid or7e9S
—oupAH==(Pauesjt4s)
STLSYs TeorapurypAg °Z
$1899 [epow
yqsuer9-—(paueszrtag)
STTOY4sS Teotapurpag *T

&q pesotdxe Jou arzam yoTYyM ‘uo0T}0990I1d uoTsorI09
pue ‘A4TISequT 4YySTII99eM ‘YQFUCIGSs TeurpnatsucT
“sTTnY OTYyITTOUoW 09 aTqexeduoos syySuaiys asdeytptoo
aaey ued ST[NYy asaya yey Pue SuLpTeM ynoy ITM
ATTnq 8q ued sTTNY 7eYI pe_eazZsuoUEp sjso0q asouy
*tsd Q00‘OT FO yASuet4s asdeTp[oo e 10z poustsep
(untueqT, JO euO pue umUTUMTe Fo oM72) sTapow Teun
=onijs 38149 FO s}seq uL ParoTdxe sem SUTPTOM ueYQ
3470 sueow Aq pourof sSura fo pasodwoo ~My sanssead
aouestougqns—deep e Suryeotiqey fo AXTTTqrseay syy

CaTAISSVTONA *syor
‘setqea “syders ‘+sadetp ‘*sn[ Tr -dez “tt “P96, Jew
“ApanoeW °9 anyaay Aq “SaTOIHGA ANVdSOUCAH YOd STINH
GUASSHUd CACTAMNON AO NOTLVOLLSAANT ANOLVYOTEXa

“COLT ytoday -urseg Tepow to; hey praeg

fq petotdxe Jou arem yorym fuo0tq998901d uoTsor1t09
pue ‘A4tA1saquT 4YySTIIEQeM SYyQSUeIgSs TeurpNaTsuoT
“STTNY OTYATTOUOW 09 eTqetedwoo syjsuet3s asdeppoo
eaey ued STTNYy aseyy 7eYyQ pue SuLrppTeM Jnoy TM
4Trnq aq ued sTIMYy 7e42 pagearqsuouap sjsaq asouy
*tsd QOO‘OT FO YQs8uem3s asdeT[oo e 10f poustsap
(umtueqTa fo suo pue umuTuMTe Jo 0M) sTapow Teang
-onijs aatyq FO s3saq ur pesoTdxe sem Surppom ueyy
3430 sueow Aq pourof ssura fo pasodwoo [Ty sunssead
aouesiowgns-dsap e Surzeotaqes fo AqT[rqrseay ouy,

CaTAISSVTONA *sjod
‘setqea ‘sydeas “-sasetp ‘*sn[ Tr -dez ‘tt *poeT ew
“ApanoeW *9 anyaay Aq “SaTOTHAA AOVASONGAH WOM STINH
FNNSSHNd CACTIMNON AO NOTLVOTLSHANT ANOLVUOTEXa

“ZOLT qtoday *urseg Tapow 1oT Ae], prarg

uoTIeENTeAG—-Yy95uII7¢
--sfoTTe umuyumyy °9
q sqseQ
TePon-—uoTqeOTAqey
--ST[TNY ainssatg °¢
$3899 Tepow-—ssdeTpo9
=-STTNY ainssolg *7
S9Ss09 [opow--osdeT
-T09--(PeuezFTIS)
STTSYS Teorapurpég “¢
s9sa9 Tepow
--dinssaid ot7e4s
-oupAy=—(PeueZjtys)
STTOYs TeorspurpAg °Z
$3599 Tepow
"4959814. 9-— ( peuesjt3g)
STISYS TeorapurpAg °T

UOTIeNTeAq=—-Y95us17¢
--sAoTTe unutumyy °9
sso
Tepon--uoT_eoTAqey
=-S[[NYy ainssatig °*¢
S3s99 Tepow-—osdeT [og
--S[T[INy ednssolg “py
$3s99 [Tepoy--osdeT
-T00--(PeuersT3s)
STTeys Teorrpurpap *¢
s3s09 ToOpowW
--ainsseid oT7e98
-orpAy==(Ppeuez jt)
STT9ys TeotapurpAg °Z
832899 TepowW
-Yq3u914 9--(peuesjTqg)
STISYS TeorapurpAg °T

&q pedotdxe you aaam yotym ‘uot 0a300d uOTSOIIOS

pue ‘4Tad8qur qyStTI4E9eM 6YASUeI1s Teurpny tsu0T

“sTIMy OTYyITTOuou 03 aTqeseduos syqaSuesqs asdetpoo

aaey wed sTTny aseya Qeyg pue SurppTem anoyaTM

TING 8q ued sTTNY 3eYyI pegerjsuoMep s9saq asayy

*Tsd Q00‘0T FO yasue13s asdetpoo e soz peustsep

(umtueqt, Jo suo pue umuUTUMTe To 0M2) sTapow Tem

~ontjs e844} FO s3soj UL patoTdxe seM SurppTem ueyy

9430 sueow Aq paurol sSura Jo pasodwoo [My aanssaad
asousstouqns-desp e Surzeotaqey zo AQTTTQtseayz suy

Cal ISSVTONA *sjer
“setqea ‘sydeas *-saserp “*sn—Tt -dez ‘tt “poet sew
“Apanoew °9 anyzzy Aq “SaTOTHAA AOVASONGAH NOd STINH
FUNSSHUd CACTIMNON AO NOTLVOTESTANT ANOLVNOTaXT

“ZOLT J4odsy *urseg Tapow topéey, praeg

fq peiotdxe you a1aM yoTYM ‘uoT]9A830ad UOTSO.TI09
pue ‘Aq TAS99UT QYSTIIEIeM *YyQSUEI{s TeurpNgTSuoT
“STIMY OFYITTOUOU 09 aTqeaeduios sy_Suer3s asdetpoo
aaey ued ST[NY asey yeyQ pue SurpTeam ynoyqTM
ITEnq aq ued sT[MY 7yeYyQ pe_eaqsuouAp sqsaq esayy
*tsd QO0‘OT FO yQsuar3s asdetp[oo e soy pauStsap
(umtuejT} JO auo pue uMUTUMTe FO ONQ) sTapom Teang
-OnIjZs 30143 FO S3s9} UT partoTdxe sem SurpTam ueyQ
2470 sueow Aq paurof sSurai Fo pasoduos [MY aanssead
aouestowuqns—deep e surqeoTaqey Fo AVTLTQrseay ayy

CaTATSSVTONN *sjor
‘setqea “sydeas ‘-saserp ‘*snttr -dez ‘rt -p96T TeN
“ApanoeW *9 amygay Aq ‘syTOTHAA TOVdSONCAH NOd STIAH
GUNSSAYd CACTAMNON AO NOTLVOLESHANT ANOLVYOTaXa

“ZOLT Juodey *urseg Tapow soTéey praeg

:
;
\
\
}

TO 10 LLOU-S “IT
“9 anyqay ‘Apainoey *T

tLd
TePpon--sTepow drys * OT
TI-fd al
Tepow--sTepou drug °6
Si-fd aL

Tapon--sTepow drys °g
lOTJeNTeAG——YASUI14¢9
--soTTe umtueqty *2

TO TO [LOWS “II
“9 anyqty ‘Apainoew *T

@-Ld
Tepon——sTepow dryg *OT
T1-fd aN
TePoe--sTepou drys °6
ST-fd aN

Tepon-=sTepou dryg °g
JOTIeNTeAG-—YSuUII14S
--sXoTTe umtueqty °2

*ygsuet3s
asdeT [oo Surstwoidwos 4ynoyq_TM senbruyoe, Teotueyoour
Teteaes fo Aue Aq paptaord aq ued ‘s3sa9 asaya

*yq3uel7s
asdeT[oo Surstworduwos 4ynoyztM senbtuyoe, Teotueyoou
Teteaes go Aue Aq paptaord aq ued ‘s3s04 asaya

TO TO TLONS °IT
°9 unyjty ‘Apainoey °T
e-£d
TePpon--sTepou drys °OT
Ti-fd aL
Tepow--sTepow drys °6
ST-fd dL
Tepon--sTepou drys °g
uoTIeNTeAGq—-Y3SUII14S
--sAoTTe umtueqty °2

*yasuer7s
asdeT [oo Surstwoiduos ynoyyTM senbruyoe, Teotueyoou
Teteass fo Aue Aq paptaoad aq ued *s3s09 asayy

TO TO LTLOU-S “II
*9Q anyjay ‘Apinoey °T

t-£d
TePpoW--sTepouw drys *OT
TI-fd dL
T2poye-sTepow drys °6
ST-fd aL
Tapow--sTepow drys °g *ygsuetys

uoTIENTeAG——-YASUIIAS

alse TENE, ON asdet[oo Surstwoidwos qnoyytm senbruyos, Teotueyoou

Teroaes go Aue Aq paptaord oq ueo ‘sqsaq 9asay9

anit}
ay

‘i