ML20077G219
| ML20077G219 | |
| Person / Time | |
|---|---|
| Site: | Brunswick  |
| Issue date: | 07/29/1983 |
| From: | Zimmerman S CAROLINA POWER & LIGHT CO. |
| To: | Vassallo D Office of Nuclear Reactor Regulation |
| References | |
| REF-SSINS-6820, REF-SSINS-SSINS-6 IEB-80-11, LAP-83-291, NUDOCS 8308030414 | |
| Download: ML20077G219 (136) | |
Text
. _.
SERIAL: LAP-83-291 Carolina Power & Light Company July 29, 1983 Director of Nuclear Reactor Regulation Attention:
Mr. D. B. Vassallo, Chief Operating Reactors Branch No. 2 Division of Licensing United States Nuclear Regulatory Commission Washington, DC 20555 BRUNSWICK STEAM ELECTRIC PLANT, UNIT NOS. 1 AND 2 DOCKET NOS. 50-325 AND 50-324 LICENSE NOS. DPR-71 AND DPR-62 IE BULLETIU 00-; *, FMONRY DESIGN REQUEST FOR ADDITIONAL INFORMATION
Dear Mr. Vassallo:
By letter dated August 2, 1982, you requested Carolina Power & Light Company (CP&L) to provide additional information needed to complete your review of our responses to IE Bulletin 80-11, Masonry Design, for the Brunswick Steam Electric Plant Unit Nos. 1 and 2.
The attached submittal addresses the questions outlined in your August 2, 1982 request for additional information (RAI) with the exception of RAI 13 RAI 13 requests CP&L to provide detailed drawings and a current status of proposed repairs.
Carolina Power & Light Company has designed some fixes to be implemented in 1983 The design for the remaining fixes will be completed in 1984. Detailed drawings are not available at this time, but will be provided as the fixes are implemented.
l t
If you have any questions concerning this information, please contact us.
Yours very truly, S.
mmerman l
Manager Licensing & Permits CEH/pgp (7264CEH) l Attachment l
cc:
Mr. D. O. Myers (NRC-BSEP)
Mr. S. D. MacKay (NRC)
Mr. J. P. O'Reilly k
0308030414 B30729 L
PDR ADOCK 05000324
\\
G PDR 411 Fayetteville Street
- P. O. Box 1551
- Raleigh, N. C. 27602 I
l J
RESPONSE
TO NRC REQUEST POR ADDITIONAL INFORMATION MASONRY WALL DESIGN BRUNSWICK STEAM ELECTRIC PLANT UNITS 1 AND 2 O
M. F. Ucciferriv Date s,pkM Sklo95 J. Kat'z
' Data h
APPROVED BY:_,'L.
R.~ Sc'oct e
/Dath
REQUEST FOR ADDITIONAL INFORMATION MASONRY WALL DESIGN BRUNSWICK STEAM ELECTRIC PLANT, UNITS I AND_2 Teehn4e=1 Evaluation A technical evaluation was conducted based on the Licensse's response to IE Bulletin 80-11.
In general, the Licensea's response is satisfactory, but sous information is still required to facilitate a proper final evalua-tion. It is noted that sufficient information has not been providad to jus-tify certain damping values and increase factors for allowable stresses at Brunswick Units 1 and 2.
More information is also required regarding the anargy balance technique and arching theory. Before a final technical evaluation report can be issued, the Licenses is requested to provide the following information.
,RAI la - Indicate whethat the walls have stack bond or running band.
RAI lb - If any stack bond wall exists, provide sample calca1=tiau to obtain moment and shear stress of a typical wall.
RAI 2 - Indicate how frequency variations due to uncertaintias in l
mass, materials and other parameters were considered.
RAI 3 - Describe how in-plana interstory drift was considered.
RAI 4 - Indicate if cracking of sections was given proptr considera-tion in the analysis.
RAI Sa - Indicate whether the block pullout was considered in the evaluation.
RAI 5b - If yes, provide sample es1.culationa of block pullout analysis.
l RAI 6a - In Reference 3, the Licensee indicated that loads and load combinations are based on NRC Standard Baylev Plan for the elastic design method. The Licensee is requestad to clarify whether they are consistent with Flant Final Safety Analysis
[
Raport (FSAR). If any deviations exist, justification should l
be given.
t RAI 6b - With reference to load combinations, the Licensee is requested to provide justification for the stress factors of 1.5 for daad plus live plus abnormal temperature loads and 1.1 for dead plus live plus DBE seismic plus abnormal temperature loads.
l Technical Evaluation (cont'd)
RAI 6c - In Beforence 3, the Licensea indicated that impulsive and impactive loads were considered. Describe types of these loads (pipe rupture, missile impact, etc.) Also provide a sample calculation illustrating how these loads were treated in the analysis.
RAI 7 - Show, by sample calculation, how the effect of higher modes of vibration was considered in the analysis.
RAI Sa - Indicate whether the construction practice for the masonry walls at the Brunswick plant was in ecnformance with the provisions sp"ecified for the special inspection category in ACI531-79[8J.
dAI 8b - If not, explain and justify the use of allowable stresses.
RAI 9a - With respect to Tables A-2 and A-3 {33, justify the use of the following increase for factored loads (the increase factors allowed in the SEB criteria [6] are shown in parentheses) i shaar in flexural members 1.5 (1.3)
I tension nomal to the bad joints ~
1.67(1.3) tension parellel to the bed joints 1.67(1.5)
RAI 9b - If the Licenses intends to use any existing test data to justify these factors, the Licensea is requested to discuss the applicability of those tests to the masonry walls at the plant to the following areas:
e nature of loads
- boundary conditions
- material used
~
- size of' test walls RAI 10a-In Beferenen 3, the Licenses ir.dicates that tha energy balance technique a::d arching theory have bean used to qualify soma masonry walls. The NRC, at pr3sunt, does not accept the ap-plication of these techniques to mascrirf wallsid nucleid power plants in the absence of conclusive evidenem to justify this application. The Licensee is requested to indicate the number of walls which have been analyzed by each cf these tech-i ni* ques and provide the resulting stresses and displacements, l
l l
RAI 10h The following areas need technical verific.stian before any con-l clusion can be made about these techniques I
1.
Energy Balance Techniqua
Ze ha 4 -=1 Evaluatian (coat'd)
RAI 10b - 1.
Energy Balance Technique
- For the walls which were analyzed using the energy balance technique, provida technical baais to insure that the ductile mode of failure will taka place (if they fail).
- Provida justification and test data (if available) to validate the applicability of the anargy balance technique to the, masonry structures at Brunswick Units 1 and 2 with particular emphasis on the fonowing areas:
a.
nature of the load b.
boundary conditions c.
material strength d.
size of test waus RAI 10c - The following areas need technical verification bafore any conclusion can be made about these techniques:
2.
Arching Theory -
- Explain how the arching theory h=41== cyclic loading, especiany when the load is reversed.
- Provide justification and test data (if available) to validate the applicability of the arching theory to the masonry structures at Brunswick Units 1 and 2 with particular emphasis on the fonowing areas:
a.
nature of the load b.
boundary conditions c.
material strength f
d.
size of test walls
- If tha hdsges are formed in tha walls, the capability of the structure to resist in-plane shaar force would be d4=inished, and shear failure might taka place. This f
in-plana shear force would also reduce the out-of-plane stiffnass. Explain how the effect of this phenomenon j
can be accurately determined.
l l
1
i, Tarhnia=1 Evaluation (cont'd)
RAI 11 - Regulatory Guide 1.61 allows 4% damping for an OBE and 7%
damping for an SSE. Provide justification for using 10%
damping for unreinforced walls in the arching action analysis.
RAI 12a - With reference to multiple wythes, clarify whether the collar joint strength was used in the analysis. If so, justify the allowable stresses of the collar joint.
RAI 12b - Also, provida sample calculations illustrating the analysis of multiple wythe walls.
RAI 13a - Provide detailed drawings and current status of proposed repairs RAI 13b - Also, provida sample calculations to illustrata that the modified walls will be qualified under the working strass design condition.
l
Indicate whether the wcils have stack bond.or running RAI la band.
l-
RESPONSE
There are no stack b ad walls, an vans have running bond constructica.
O e
I l
l l
l i
1 y
-w--.y
,e-,.ey we,-p%w
.-4
,.---g y,.-
=yv,-
- gsaww, y.-,
w--
-w
If any stack bond wall nists, provida sample calculations RAI lb to obtain moment and shear stress of a typical wall.
RESPONSE
There are no stack bond walls, therefore, there are no sample calculations.
l i
i T1r-- ' -
'm*
-w e
- v wyy
- y__,
RAI 2
Indicate how frequency variations due to uneartainties in mass, materials and other parameters were considered.
RESPONSE
Variations in frequency were conservatively accounted for by varying the modulus of elasticity, E,, between the following limits:
A.
Hollow masonry: 1,000 f'
- 600 f' a
a B.
Solid or grouted masonry: 1,200f'-800f[
This conservative variation in material properties is deemed suffi-cient to account for the variation in parameters such as mass, materials, etc. Frequency variations for unreinforced and reinforced masonry walls are given below.
A.
_U_nreinforced Concrete Masonry Walls The saf==ic acceleration for rareinforced concrete walls with l
rigid supports is selected as tha mari== response between the l
following frequency range:
1.
One-Way Behavio_r a.
Hollow masonry KyE I' 1 f 2.
K/0.6E,I' g
I b.
Solid or grouted masonry i
KG1.2E l'2. f 2.
K Y 0.8 E, I '
m l
mm l
I = the uncracked moment of inertia.
l
RAI 2
RESPONSE (cont' d)
A.
Unreinforced Concrete Masonry Walls (cont'd) 2.
Two-Way Behavior a.
Hollow masonry
- 2. f 2 K / 0.6 D' K
b.
Solid or grouted masonry K Q l.2 D'2 f 2, KWO.8 D' 4
B.
Rainforced Concrete Masonry Walls 1.
One-Way Behavior The seismic acceleration for reinforced concrete masonry walls with rigid supports in which one-way behavior is considered is selected as the mar 4== response betwan the "following frequency range:
K Q 1.2 E,I ' 2 f 1 Khl 0.8 Z,I '
t g
where I = uncracked transformed moment of inartia g
If the applied moment (M,) due to all loads in a load combina-tion exceeds the uncracked moment capacity (Mer), the wall should be considered to be cracked. In this situation, the effective moment of inercia (I,) may be calculated as follows:
1 1
RAI 2
RESPONSE B.
Reinforced Concrete Masonry Walls (Con ' t),
1.
One-Way Behavior (Cont'd)
+.f M
3 M
I, =,
cri 3 I 1-cr Ig, g
M M
L a.;
, a,,
f fI M
" *
- l*
ct
.Y l
Where Uncracked moment capacity M
=
er M,
Applied maximum moment on the wall
=
Moment of inertia of transformed section I
=
Moment of inertia of the cracked section I
=
Modulus of rupture f
=
y Distance of neutral plane from tension face
=
l The maximum seismic response is then selected between the following frequency range:
3 y1.2E I' 2 f 2 K b 0.8 E I K
m e
m e If the use of I, results in an applied moment M, which is less than Mer, then the wall may be verified for Mer*
2.
Two Way Behavior I
The seismic acceleration for reinforced concrete walls in which two-way behavior is considered is selected as the maximum response between the following frequency range:
l w
e
-r s
~-y y
g ---
RAI 2
RESPONSE B.
Reinforced Concrete Masonry Walls (Con't) 2.
Two Way Behavior (Cont'd) a.
For uncracked walls (M,f, M r) l K
1.2 tD >f2 K\\ 0.8 tD b.
For cracked walls (M,2, Mer}
I I
I 3
K 1.2 2 D1f2 Kf 0.8 3 D I
I Where I = The moment of inertia of the uncracked concrete masonry alone (non-transformed section).
i l
I l
1 l
l l
i l
l l
1
i l
RAI 3
Describe how in-plane interstory drift was considered.
i
RESPONSE
In-plane interstory drift was considered by comparing the in-plane strain induced in the wall (relative displacement between the top and bottom of wall divided by the wall height) to the following in-plane strain limits. This criteria was conservatively estab-lished for in-plane effects in order to provide adequate margin for out of plane effects.
For smconfined Walls - not bounded by an adjacent steel or concrete j
primary structure:
K = 0.0001 For Confined Walls - at a minimum, bounded top and bottom or bounded on three sides:
B' 1+. W.
o(
l 2000 B_
H l
Where:
l B = Wall width l
H = Wall height All masonry walls at Brunswick respond within the abovs limits.
l All masonry walls are non-structural and do not contribute to the i
global response of the building. Masonry walls are used for shielding or infills, etc.
The design basis earthquake consisted of one horizontal and one vertical component. When the maximum in-plane l
l strain is applied to the wall little if any out of plane forces I
are present. This conservatively established criteria for masonry l
~r y
ei-,ii---
m---w w
-wwww
,y--
=,ww-g
I
RAI 3
Dascribe how in-plane interstory drif t was considered.
RESPONSE (cont'd) walls with both in-plane and out of plane loading was conservatively applied in the evaluation of masonry walls with essent*M y in-plane loading.
m, n
e s--,
r,-r---
-r-
,---g- - -
m-Q w
p
1 Indicate if cracking of sections was given proper consideration
RAI 4
in the analysis.
RESPONSE
Cracking is not permitted in unreinforced masonry walls.
For reinforced =asonry walls cracking was properly accounted for in both frequency and strength calculations. Frequency variations which account for cracking are described in the answer to RAI 2.
Cracking is conservatively accounted for in strength calculaticas by assuming the masonry takas no tension (reinforced masonry).
e I
I i
l l
l l
l l
l i
--4
,9 g
&cv,,
- 7+~.
-ym_.
+v-isg
f l
l l
Indicate whether the block pullout wai considered in the evalua-RAI Sa tion.
RESPONSE
Block pullout usa considered. Prelimary calculations wars made to deter-mine the " Pull-out Strength" of or.e 8" x 8" x 16" block in both a reinforced and unreinforced wall. See Attachment RAI Sa for sample calculations.
Field surveys of the various attachments to the masonry walls at the Bruna-wick Plant were reviewed.
There were no attachments supports to individual blocks with loadings in excus of the " Pull-out Strength".
I l
l i
l t
l
=
r y ww y
-r y
--i9
--W--
Ts
-g e
g-
-r--
--y-y r-
-,,w e
--.m-7
-g m
+
N t '
Y SAMPLE CALCULATIONS
+
4 9527-088 SHEETS 1 & 2 (2 PAGES)
CAROLINA POWER & LIGT COMPAN1L i
BRUNSWICK STEAM ELECIRIC FLANT
- \\
IPIITS 1 & 2
+
-4 r
s
)
~
w ATTACEMENT RAI Sa
~
P "' ~ '"
- GENERAL COMPUTATION SHEET CALC. SET No.
REv coup av CM C.av g
gyu t]yjj PREUM JPLU'U FIPnAL DATE 3 10-85 J //.?3 I
YO'D NAME OF COMPANY fE Ib-
- 3 *? # F UNIT /S
$HEET
/
OF 1
~ "I D
^
JO SUBJECT
- '3 5 o ^ ' N '
"'d#t#
PvLL.ov7 s T A & so C. T/~l o l' ONE LStcaeoc..
e.
16 IC b
. p.._
j L
.~lL
-- 3 P
i'i
....55.
_~
t.y. 55.
t l
r.,.
'k 8
i
(
a l
l s
i E
e j
+
- tr..
{
l b,
j l
i
,, 1 i
s 2
- 4 r
g 4 g " c/g 4 8 " clc o f" g g o u p",
O f M Giso f.
~'\\
c
.a l
l
.'t a
)
(I)
V M ll i lAJ f o R C E D QLOCM Fac ev' I M A l t 392G
&1 $5 16 Put L OUT
.5 T ot L N G T he of O L oCk :.
LO A O PLLowlD Dy 3HGAA $7A f 5 3 IFI e90$1Af Jo ou T.s
+12 s v e s t es o f i fl y OMLy 0 F0 C L A p l C E.C
( C o M $ E, et V A T 9 9 6 )
1 1*o P or 6Loes,
z s 14 s 1.375 s
4 L4 in 6er of 6 L eo CK 2 s 14 s
- 0. S 7.C*
r to to i rn
=
. L 24 9 *
- 375 2Z LL FT soDE
=
/t,tG H 1 s e p E.
2 e ns I.375
__ 2 7 e' n '
ro 1 A L " o? i A I32 e rs '
A L L o e.o A b L E s til A/
STA'Ess I, I l [j 1.1, W o
- 41 y s e' v
v L
I eM rso d
l full.auf 2 T A SHC 7 H *
- 13 2 s 47 8s 6 to 4 l
7, 5Ay 42,.30 k
=.
m...
)cc7 mv tne GENERAL CCMPUTATION SHEET CALC. SET NO.
av coup. av CMID BY i
g gpp gg/g Attum NE)
,-c
,~.///c,.3 3 = 00- E 3 1 COQpANY C ? f. L.
6$E P UNITIS SHEET q.
OF 7.
Jo J:F *.,o 0 7
$UBJECT mA1au4v WLLs
-*~
PULL Ov7 2 7C E. ha 4 714 of it E r s.o F.
LS L & e M.
te1 mapTAS Jooou r (rRom
.s N r 2
I)
C 2,0 Lf s
o 1se.ustsa n(o.ust.occots ')
s a
(t) 1*6 6 A rt s 2 v.
c L4 2 S u o 7
aowsse suso.e isa rosLco esis A fou rs o d e s eu r 1 n 5"s 5. S' s u 7 o's ='
- zSs3 SHL A$ $
Dou6LE Te s A s
$10 2 9 sA y 5 1,0 0 0 1
RAI Sb If yes, provide sample esiculations of block, pullout analysis.
RESPONSE
See response to RAI Sa.
4 7
9
RAI 6a In Reference 3, the Licensee indicated that loads and load combinations are based on NRC Standard Review Plan for the elastic design method. The Licensee is requested to clarify whether they are consistent with Plant Final Safety Analysis Report (FSAR). If any deviations exist, justification should be given.
RESPONSE
Lcada and load combinations axe consistent with those in the Plant Final Safety Analysis Report (FSAR).
l
'7 P
O e
d#
~
With reference to load combinations, the Licensee is raquested RAI 6b to provide justification for he stress factor of 1.5 fer dead plus live plus abnormal temperature loads and 1.1 for dead plus live plus DBE seismic plus abnormal temperature loads.
RESPONSE
Thermal stresses were not relied upon to reduce the resultiag tension,
=
and increases for load combinations wi.ich included temperature were not taken.
The increases were included in the criteria because thermal loads are secondary and self relieving in nature.
Stress increases are normally taken in design for load equations involving te=perature. The
=asonry walls evaluated in this program were not subjected to postu-A lated tecgerature gradients through the thicknes,s. Therefore the walls would not experience thermal induced flexural or snear stresses.
x 7
r e
T>
In Reference 3, the Licensee indicated that impulsive and RAI 6c
)
impactive loads were considered. Describe types of these loads (pipe rupture missile impact, act).
I
RESPONSE
The impulsive load provisions pertain to masonry walls which separate the diesel generators in the Diesel Generator Bui.1 ding. Each side of the masonry walls is protected by 4," steel plate attached by through bolting with 3/4" diameter bolts. Two air compressors, which contain compressed air at 350 psig, exist in each of the diesel generator rooms between the steel plate protected masonry walls.
The following are commitments related to potnatial missiles ganarated by the air receivers:
A two '(2) inch diameter flug of weight 1.38 lbs wU_ch CASE 1 becomes loose and is proglied by exhausting air.
Ths air receiver it punctured and becomes a jet propelled CASE 2 tasile.
CASE 3
- The air receiver explodes into fragments. A fragtnant is idealized as a 2 inch diameter circular disc.
+
RAI 6d - Also, provide a sample calculation illustrating how these loads were created in the analysis.
RESPONSE
The sample calculation, Attachment RAI 6d, v. ascribes how impactive q
effects were considered. Both local and overall response was accounted for.
The semple calculation relates to Case 1, See RAI 6c, (2 inch diameter plug of 1.38 lb weight). This was the most severe missile impact case and was shown to e2velop that associated with Case 3.
For Case 2 a puncture in the most severe location was postulated and it was shown that attachments and supports of the air receivers vers adequate to pre-vent impact on the masonry walls. Therefore, no impact calculations were performed for Case 2.
Re l
- Y I
^
3 SAMPLE CALCULATIONS 9527-088 SHEETS 1 to 3 (3 PAGES)
CAROLINA POWER & LIGHT COMPANY BRUNSWICK STEAM ELECTRIC PLANT UNITS 1 & 2 O
ATTACHMENT RAI 6d
GENERAL COMPUTATION SHEET CALC. SET Wo.
mEv' comp 8Y CMCFD BY JNE)
PREUM g
g f L/
"L/
- N" FINAL
/
DATE DATE z.t t-7 3 2-1 2-22 NAME OF Vot0 COMPAW C PdL-8SE9 UNIT /S I.
'Z-3 DATE DATE W
~08 SUBJECT D ' E S E t-A C ^t 13 L D C S L O t* M u!A l E s W A L L.s 7a,b, c, cd
.5 A M PL E c A c c u L A T to si.5 T f4 4 56 kJ A L L s SE PA/ A T E Tel6 Dn E3G L G E N a tt A Tois. I s*
E ** c H A co m TH 6 K C AAG Two A an accs u s Er s JHocH coe* TH o N Comp /EsSEc Art r
Ar 35o P.t Z (4 A u s E ) oP&dA TIMd PREskufG UtLD fdR
.s r A R T IM G THG DoEc2 L G4HExprods.
TH/GG T Y P E.s of e s e s s t L E.s M A v6 B E 6 tl P O 3 71. L A T & C.
I.
A PLVA of ev 7
- 8. 3 8 L 8 2.,
2 spo.
DIA B& ce m & s Loose A psD us PK c P E L L E O 6y G t Hn uSTI NG AIA 7~H G Arf RECElv&R ts P v M C T U K L r) AHO B G e o m &.5 A
3G T. P A o PL Lt L p m e.s s t L. E 3.
THL AIA RLCEevL/
E 1L P La D E 3 spd 7 c fg A G m E to 7 J,
& fsoMmsw1 s.5 ZDLALI3[.D As 2 pH.
Do A t* rg c v L A R Dssc.
i 7-l h,
- r..
,/
/
i
~ gl-
/
f I
?
'x t
fws
/
/
R
'/
" l j/
2 w
/
2
/
,c Y
Y
/
/
1 l
g _..y.:
j
.+
9 Po s s e 6 L E FA r o s of PAVT PL A M OF r
y)D-c ~ ~ " ' 0y
~ "s=
rre,cA L o,a s a e 4
g o~
Ro,-
A,a. as as van <
KEf DierG. 9 517-F- 2 2 l al-x1 s o '_ o "
3 A 7 r A c u m e ra r S n.1 4'd I
p ato.nn GENERAL COMPUTATICN SHEET CALC. SET NO.
mEv CoasP sv CMcrD. 8Y DNE) g g g ()
/
DATE DATE 2-21 *FI 2-21"S#
Wol0 NAME OF COMPANY CP1L _
6SEP UNIT /S I, 1
J SU MECT D9C$EL
& C >J 6 L D6 - 6Loep WA L L g
' S t 9 - 0 % t, s Am PLE c A L C LIL A 7 t o ba.%
WALL J 7
d.
b c, ol - co#T o, CHECA TMc ChH is 3 of Pf o 7 E c 7 D V C PLATE,
USE ORL fo r m v L S
~7" e P& N E T/rlTic M T HI C K NEs:
x A
o' S m v ~
- J tl L / L m-en A S s of m oss OLE, C L u4 7
17 400 g' p /s V
vs Loc /7y of mes 5 8 4. E, T7/3 6 c K:
I E&
,0 042.84 bLUCC D-D i r4. of m sJ 2 e L G, * *'t 14 m:
3 z.2 Vs 3 t o FT/sg e D-2" "L
h, 0.51 0.o*1184sJoo e,
y, y
8 7 a# o o Y fx 2 o.25" 7" H och MEs s P A o ur D E I)
O.E T: 0 13 <
CHECL CVGA A L L
/ E s to ra.s g of sr A L L
~
G nos g& y s6sog6 e o sY THE hepato c Gulf a y of messeL E c
k/ALL D uk tH G D E fo/ **rI18 0 H l' e H G T I <
gNspsy of mossel.E : L m 19 1s l' S %
3to,It 14712.
=
s t. t C A Lcuta r E uL rs m8 7 2 3 7 g4 8 4Tr4 of WAeL e. s tl-.
ri g -is svr H1 US A
c.,
-y
- -d'o, af q j,%
s ly e
Asl.;,o.stINeb o.Mu t toooo,03C.ISto<a $4K tt : o. 4 '4 s40000 z g, $.p g
,, 3 4 o.B f v id 2o s u3 o.4 s c.4 4 < So o o o (5.15. *$ } s }.
L gsjo * ** /
m.f.
s 2
I s., 4-t, A TTACHm ENT 12AI Gd.
y m ms GENERAL COMPUTATION SHEET CALC SET NO.
REV COMPEY CHED B' ND PREun g9u FINAL DATE ATE
+
2.et S T 2 7-13 NAME OF V010 I*
COMCONV C PIL-856F UNIT /S SHEET 3
OF 3
DATE DATE
9b 7*OE%
SUBJECT OIGfGL 6 GFr
&LDr _ B L o e b-w AL t sam PLE C A LCulA TIO N J W A L L.1 7A, $r. C, b -- (c ow T O.
_ C A L CUL A T E DE FLE CT son of WALL ST Yo s s o - ib y) s L99" A
- 's L 2 3. 2.C, 5 It :
L :
3,
'l ' 1 1: 3s. 4 (oss z es ) *
..a 7
2 S lo A # 1. *27?
_ 3 12*l.gt,s # gr.9 5
c.1 L C U L A 7 G m o m G ar y OvE To ev19 2 2 e L E tmfAC7 A s s um c n ums roc g ro GH, y 0u6 Yo messet.c onraeT 12 A B 308 6 G O by 4'
WoDTH of WALL.
ENERc.y PEA FT w o D T Fr s
.* '4 ' I 4 " '
s l
- L a4 l I 9 om 3
4ET C
y, C*I S24 to s 3 5. u s 4s19 S
279 91.
.~
4 z <1 7 " ' '
m-tS S as "",
- CALCULATC U L1 e m A T E W s4 L L P&fLGCTio+o-l t
I M L l
og 2 i
- 2 d 7 l
t d
s t e/ f.17.
271 7
I. 9 1. s r o', 33. st
't 1 c A L CUL A T C Du cTt s g Ty fATiO.
o u
s jzP -1
- e. e I
()
\\
0.I54 2 r -i.' \\ 7. 4 /
2r-I, C. '+ 1 p:
- 7. ll 1
- 3. 7 lo of.
2.
a 14 77A C//m E At7 )? A T 68-3 a
RAI 7
Show, by sarple calculation, how the effect of higher modes of vibrition was considered in the analysis.
RESPONSE
a A study contained in the "Reconnw.nded Guidelines for the Reassessment of Safety Related Elsonry Wells" dated October 6,1980 prepared by owners and Engineering Firms Informal Group on Concrete Masorry Walls contains a study which demonstrates that the first mode contributes to over 99%
of the total flexural ree,ponse (see Attachment RAI7). Similar results are expected for shear at the boundary. For this reason higher modes were not accounted for in the calculation of stresses. For the cases where amplification was predicted, loads were conservatively applied since peak accelerations were assumed to exist uniformly over the entire wall instead of the acts.al distribution which is more sinusoidal in nature.
~_
4
^
l 1
l l
l RECOMMENDED GUIDELINES FOR THE REASSESSMENT OF l
l SAYETY RELATED CONCRETE MASONRY WALLS PAGE 3 - 22 CAE0 LINA POWER & LIGHT COMPANY BRUNSWICK STEAM ELECTRIC PLANT UNITS 1 & 2 l
ATTACEMENT RAI 7
Exhibit 3.4 Page 1 of 2 Contribution from Support Case L/L Modes First Mode Moment for SRSS of All Mode Moment::
ummmminummmmmmmmmu 1.0 1 thru 8 99.30%
i
///h*/ ' // f l
9 9p i
I' 67 s;*. /'s' //
.54 1 thru 8 99.86%
1.0 1 thru 5 99.82%
f
?$
0.67 1 thru 5 99.78%
)7 i,.
///
/. '.'.
/
s 0.50 1 thru 5 99.70%
R1 1.0 1 thru 8 99.75%
3 smisi.v/
7y COMPARISON OF FIRST MODE MOMENT TO SRSS MOMENT s
3-22 T
1 l
RAI Sa - Indicate whether the construction practice for the masonry walls at the Brunswick plant was in conformance with the provisions i
specified for the special inspector category in ACI-531-79 {8}.
RESPONSE
The construction practice, for the masonry walls at the Brunswick plant, was not in conformance with the provisions specified for the special inspectioncategoryinACI-531-79[8].
Construction practices utilized in the laying up of these walls were the nor.mily accepted practices for masonry work at the time the plant was constructed.
Because the masonry work was being done for a nuclear plant, a higher level of daily inspections by the Superintendents for the Sub-contractor, Contractor and Owner was performed during the construction of the masonry walls.
L
l RAI 8b If not, explain and justify the use of allowable stresses.
RESPONSE
Allowable stresses utilized in the design of the masonry walls at the Brunswick plant were those normally for masecry work at the time the plant was constructed and in conformance with:
Specification No.
Description Bav.
Date 9527-01-29-1 Specification for 3
4/31/72 Masonry and Caulking NCHA Specification for the Design & Construction of Load Bearing Concrete Masonry REPORT 5357 Pittsburgh Testing 5/5/72 Laboratory REPORT 3911 Pittsburgh Testing 5/24/72 Laboratory l
1 l
i l
3](, justify the use of the With respect to Tables A-2 and A-3 RAI 9a the increase factors al-following increase for factored laa lowed in the SEB criteria {6] are shown in parentheses) shear in flexural members 1.5 (1.3) tension normal to the bed joints 1.67 (1.3) tension parallel to the *oed joints 1.67 (1.5)
RESPONSE
Increase factore for both flexural asahars and shear walls have been established based on tests for shear walls.
Y F
If the Licensee intends to use any existing test data to justify RAI 9b these factors, the Licensee is requested to discuss the applicabi-lity of those tests to the masonry walls at the plant to the following areas:
- unture of loads
- boundary conditions a material used 8 size of test walls
RESPONSE
SHEAR (Rainforced)
Two major test programs have evaluated the shaar strength on concrete block masonry walls. The first was performed by Schnaidar and his test results were used as the basis for developing the UBC, NCNA and ACI code allowable strasses for reinforced assonry.
A more recent and extensive test program has been performed at the University of California, Berkeley and these results will be used as a comparison with the code allowables. Tha test results are shown in Attachment RAI 9b-1, lower bound values are indicated for reinforcement taking all the shear and masonry taking all the shear. These are compared to the allowables reconsnanded for unfactored and factored losu in Attachment RA1 9b-2.
l The discussion and related test data ahown in Attachment RAI 9h-3 & 4 denonstrate the suitability of the designated stress increase factors for use in the re-evaluation program. The test data which is presented represents the majority of existing test data on which the allowable stresses in governing Codes are based. This data was carefully reviewed
-, ~..,... _ _... - - _ -. _ _, - -... ~... - _ _... -.
c -
__m-r..,-..- - -,, - _.. _. _,.,,. - -,.
v----
,r,-
RAI 9b l
l RESPONSE (cont'd) in order to satablish the allowable stresses for both the service and factored load conditions.
The allowable stresses in the gove.rning Codes which are based on this test data are generally accepted for all masonry walls regardless of the nature of loads, boundary conditicas, materials, and size of walls.
Therefore, since the same data was used in establishing the allowchie l
stresses for factored loads (with a suitable margin of safety) the allowable stresses for the factored condition are suitalle for the range of materials, geoastry, boundary conditions, etc. which exist at Bruna-wick.
I W
---,-,,.------.,,.--,.--------,,,,-,---,--en-
,.,.,n,,
n
l RECX)MMENDED GUIDELINES POR THE REASSESSMENT OF SAFETY RELATED CONCRETE MASONRY WALLS FIGURE 2
- PAGE 2 - 16 CAROLINA POWER & LINT COMPANY BRUNSWICK STEAM ELECTRIC P g UNITS 1 & 2 ATTACHMENT RAI 9b-1
.e
- ~,, - - -
1 Lower Bound Ultimate with Horizontal Reinforcement Lower Bound Ultimate with no Horizontal Reinforcement Code Allowable with no upper limit. Reinforcement takes shear
- -- --- Code Allowable with no upper limit. Masonry takes shear Lj Un lioriznntal reinforcement O
(63% horizontal reinforcement a
>.1% llorizontal reinforcement t
O
~
O l,
O L
F T
~~;*%*%a
~ %. * -.
l
~
f
a==
b
""*==
'~~.
r ; ***=
~
s. ~.. c"i
~
- =.,
g'
.a
(_
,*m,~..,,.w1 u
r a.
j im -
==... _,,,,,_,
i l
i
/
O.5 1.n 2.0 lir.!GIIT TO WillTil
~
llATIO O.25
' '0 '. 5 1.0
-.1/ V D..
7 Finure 2
2-16
,7,..y--, -. -, - -.
..-.~,,,,w
,_.,..,,---...-,-.--y
--,--,-.-.-e-
...--w-,.
-,y-...
l RECOMMENDED GUIDELINES FOR THE REASSESSMEh"I 0F SAFETY RELATED CONCRETE MASONRY WALLS PAGE 2 - 15 CAROLINA POWER & LIGHT COMPANY BRUNSWICK STEAM ELECTRIC PLANT UNITS 1 & 2 l
l I
1 l
ATTACHMENT 9b - 2 i
e
--e-yw.
___..e.___.m_m,,
.w-_.-.,
,,,.y.
m_
1 For the enfactored loads the factor of safety varies from 2.22 to 3.0.
For the factored loads the factor of safety varies from 1.20 to 1.76.
Tne ductility indicator associated with stress levels for the factored loads is of 'he order of 3 which provides an added factor of safety.
1 I
l Table 4: Comparison of Test Restuls and Code Allowables Test Tests Tests Description S
U Results S
U Masonry Takes Shear 2 lfy M/Vd = 1 0.9/f' l.5 /fy 2.22 1.33 y
2.0[.3.4ff; 5[
2.50 1.47 M/Vd = 0 Reinforcement Takes Shear M/Vd = 1 1.5 [ 2.5jf; 3ff; 2.0 1.20 M/Vd = 0 2.0/f; 3.4ff; 6/f; 3.0 1.76 g
l l
l l
l e
2-15'
I l
l l
l l
RECOMMENDED GUIDELINES POR THE REASSESSMENI OF SAFETY RELATED CONCRETE MASCMHY WALLS PAGES 2 - 17 to 2 - 30 (14 SHEEIS)
CAROLINA POWER & LIGHT COMPANY BRUNSWICK STEAM ELECTRIC PLANT UNITS 1 & 2 e
l
2.C5.
SP. EAR (Unreinforced)
INTRODUCTION The present literature on shear strength capability varies greatly on the approach used to determine acceptable values and to some extent, the controversey over these approaches and interpre-tation of the results. Debate, on the applicability of model or full size tests and the effects of monotonic versus cyclic loading further seems to complicate this resolution.
Much of the effort to define a permissible in-plane shear stress may be somewhat academic, in that the normal case for unreinforced walls being used in nuclear plant structures, the nature of the shear is one of being forced on the structural panel as a result of being confined by the building frame and not one of depending on the panel to transmit building shear forces. This forced drift or displacement results in shear stresses and strains, but because of the complex interaction between the panel and the confining structural elements strain or displacement is a more meaningful index for qualifying the in-plane performance of the panel. The area of in-plane strains is being addressed in another comittee report.
The most extensive review on shear strength literature Pppears to have been done by Mayes, et al, and published in Earthquake Engineering Research Center Report EERC No. 75-15 which was done for both brick and masonry block.
Tnis report attempts to summarize some of the findings that appear to be pertinent towards defining permissible shear stress values that can be used for reevaluation of the non reinforced
. concrete masonry.
SUMMARY
The shear value of 0.9 [provided by the ACI-531-79 code for reinforced masonry appear to be reasonable basis on which to proceed with the reevaluation program. This value appears to conservatively bound the actual expected shear strength of concrete 2-17 s
i block masonry. A sumary of several different sources for shear stress-desion values is shown by Table 5.
An increase in these allowable values for the re-evaluation program of 1.35[for severe loading conditions appears warranted. Any further increase at this time without further substantiation and review is not seen J
as advisable.
DISCUSSION A number of tests have been identified as being the primary basis for permissible shear stress values in both National Concrete Masonry Association (NCMA) " Specification for the Design and Construction of Load-Bearing Concrete M'asonry 6,s and the American a
Concrete Institute Standard " Building Code Requirements for Concrete M'asonry Structures" (ACI-531-79). 2,3 No apparent tests are traceable to the origin of the Uniform Building Code (UBC) chapter 24 on " Masonry."'
Those tests performed to substantiate the NCMA values are primarily performed by the National Bureau of Standards (NBS) on full size (4 ft by 8 ft, and 8 ft by 8 ft) test panels. These 2o within the tests were performed by Whittemore, et al and Fishburn period 1939 to 1951. The Whittemore tests were done, as usual in that period, utilizing a hold down detail and thereby introducing a clamping or compressive stress within the assemblage. A number of studies have shown that compressive stresses affect the shear strengtn significantly. The Fisnburn tests, utilize a racking configuration with the testing being performed on the panel in its original laid up position. A load setting up principal tension stress causing failure is an accepted measure of shear stress determination by the American Society of Testing Material for brickwork.38 The test results from the above references used by l
NCMA are shown on Table 6.
1
~
The principal tests that seem to formulate the ACI 531 basis are the tests performed on concrete masonry piers for Masanry l
l Research of Los Angeles, by Schneider.12 These tests had a system l
for removing the compressive load on the specimen being loaded'by 2-18
--m.
_,+
2
-,--,,,,e, n.
,..-m..,
v.
,g
,,ym
--wm-w
,7
%y,,g.-y--.m,--%.,.
py%,7mye._,,w-7p7,---,--.-
m,
,,-3v--
v
I 4
shear and were set up to vary the a/d (M/Vd) ratio and measure this effect on a parametric basis.
The two predominant failure modes of a masonry panel under shear are diagonal tension' (causing a "spli.tting" failure) and shear bond (causing'a " joint separation" failure) or some combination of these two effects. The theory behind these were elaborated on by Yokel et al. 2 8 The parameter of normal stress and its effects on a shear strength, which was also reviewed by Yokel 28 and Mayes,3 ', has been 3
demonstrated to be consequential on the determination of actual shear stress capability. This parameter is not identified, today, by any of the codes " 5.35.15 shown in Table 5.
2 It is expected that under zero or small compressive loads the predominate shear failure will be by the shear bond mode of failure.
Tests which have been done with regard to the determination of.ioint separation were performed by Copeland and Saxer.17 as well as Hamid, et al.28 These tests are, by their nature, extremely sensitive to normal stress and consequently do relate the effects of normal stress on permissable shear values, This relationship is shown on Table 5.
It is of interest that there appears to be good correlation between these tests on the shear strength with zero normal stress.
The Applied Technology Council ( ATC) is presently reviewing a formulation for increasing the shear stress as a function of normal stress. This formulation is developed to coincide with their present permissible shear stress of 12 psi and is consistent with the USC's fundamental direction as a design code, forcing reinforcing for c
seismicly designed masonry structures.
As a practical matter, walls subject to the conditions of confinement will experience large compressive loads - although i
l these are difficult to determine. Compressive loads for the most part, imparted by boundary conditions and bshavior of the building-frame are ignored in the evaluation of the masonry panel.
If these nomal stresses are added the shear resistance would be increased. This implies a conservatism on the allowable shear value when one assumes this value as chosen on the basis of zero 2-19
.o v
.y---
- -, - - - e n.
.,.,,,---.,.--w,
,,.,,,,,,..,,.,,,,-.,,,.a
..,,,,,,y,
,,.,,m,,
,,-_.-_,_n.en.-,
,,-,n,,,.,
n.
normal stress. On this basis, and the tests results discussed, the shear value of 0.9[ chosen by the ACI code appears to be justified and should be established as a reasonable basis by which to proceed t
with the re-evaluation.
Out of plane, or 'so called flexural shear is defined by the code as equalling 1.1/fy. The derivation of this value is analogous to be permissible shear value of concreta, disregarding any reinforce-ment, sf 1.1/f'. Although this is somewhate different (there is no tension steel by which to determine the appropriate j distance), the actual value is a mute point since tension will be the critical value for determining out-of-plane acceptability of a flexural member.
Because of the nature of the stresses, however, and the various concerns with regard to the correctness of interpretation of the
~
e'ffects on boundary conditions as well as such conditions as: actual mortar properties; absorbtivity of the mortar; confinement or lack of it on the test specimen during test; arrangement and effect of actual load, it does not seem warranted to increase these stresses beyond a value of 1.35/f; (1.5 x 0.9 f;). This value is consistent with an adequate margin of safety for both the full panel wall test specimens referenced and the shear bond values observed by test.
Any additional increase in the shear stress values for nonreinforced masonry under extreme environmental loads is not recomended at this l
time.
2-20
l Grea Dato
~ Shrar Strass Remarks 2
I-531 79 0.9 /f'a 4. 34 M/vD > 1 4
KA 79 34 Type M or S Motor 23 Type N Mortar Based on NES tests (circa 1939-1961) 79 12/10*
Type M or S/N Mor:ar
- 12 psi for solid units 15
'C 3-06 78 12 Lightweight units limited to PS percent shear value
- 12 + 0.20FE4 30
- being proposed for compressive stresses between 0 and 120 psi 0
s:;nry Proposed 1.0. h 4 35 a/1 g.1 asioty May be increased by 0.20,e (due to dead load) 10 mid, cc al 79 76 + 1.070E Ultimate value based on type S mortar 70 + [(fitted) pelcnd/Saxen 64 Ultimate value based on 2630 compressive mortar strength
) Valu2s based on inspected workmanship
- c = compressive stress.
e I
I 1
2-21
=
-w-,
m
TABLE 6 RACKING TEST DATA--NONREINFORCED CONCRETE MASONRY WALLS Ultimate Racking
,Nortar Load, psi, Net S.T.
Construction Type Mortar Bedded Area Act./ Allow Ref.
" Hollov Unitt N
66 2.87 7
N 58 2.52 7
N 57 2.48 7
? 3-C;ra Hollow F
69 3.00 8
N 62 2.70 8
N 78 3.39 8
D Hollow Units N
79 3.43 10 N
79 3.43 10 N
73 3.17 10 N
119 5.17 10 N
129 5.61 10 N
109 4.74 10 S
132 3.88 10 S
139 4.09 10 S
129 3.79 10 S
159 4.68 10 S
132 3.8R 10 S
159 4.68 10 2-4 C:vity Wall M
103 3.03 9
Hallow Units M
108 3.18 9
M 102 3.00 9
l Avg =
3.65 Range =
2.48 - 5.61 h From Reference 5 l
l 2-22
\\
LI'ST OF REFERENCES FOR SHEAR (Unreinforced)
Mayas and Clough, " Literature Survey - Compressive, Tensile, Bond and Shear Strcngth of Masonry," Earthquake Engineering Research Center, University of California, 1975.
2 ACI Standard, ". Building Code Requirements for Concrete Masonry Structures,"
(ACI 531-79).
3 Commentary on " Building, Code Requirements for Concrete Masonry Structures,"
(ACI 531-79).
"Spicification for the Design and Construction of Load-Bearing Concrete Masenry" - NCMA - 1979.
5 R2ssarch Data and Discussion Relating to " Specification for the Design end Construction of Load Bearing Concrete Masonry" - NCMA - 197D.
0 Uniform Building Code, Chapter'24 " Masonry" - 1979.
7 Whittemore, Stang, and Parsons " Structural Properties of Six Masonry Wall Con-structions," Building Materials and Structures Report No.
5., NES - 1938.
Whittemore, Stang, and Parsons " Structural Properties of Two Buch-Concrete Bleck Constructions and a Concrete Block Wall Construction Sponsored by the National Concrete Masonry Association," Building Materials and Structures R2 port.
9 Whittemore, Stang, and Parsons, " Structural Properties of Concrete Block Cavity Wall Construction" Building Materials and Structures Report 21, NBS 1939.
10 Fishburn, "Effect of Motar Strength and Strength of Unit on the Strength of Concrete Masonry Walls," Monograph 36, NBS,1961.
11 ASTM Standard Specification for Brick and Applicable Standard Testing Methods for Units and Masonry Assemblages - May 1975.
12 Schneider, " Shear in Concrete Masonry Piers," California State Polytechnic College, Pomona, California.
Yckal and Fattal " Failure Hypothesis for Masonry Shear Valls" - Journal of th2 Structural Division, March 1976.
14 "A St' ate of the Art Review - Masonry Design Criteria" - Computech - 1980.
15 "T2ntative Provisions for the Development of Seismic Regulations for Buildings"
- Applied Technology Council Chapter 12 A - ATC 3-06-1978.
Th2 Masonry Society Standard Building Code Requirements for Masonry Construction, First Draft.
17 Copeland and Saxer, " Tests of Structural Bond of Masonry Mortars to Concrete Bicck" - Journal of the Structural Division - November 1964.
18 Hamid, Drysdale, and Heidebrecht, " Shear Strength of Concrete Masonry Joints," Journal of the Structural Division - July 1979.
2-23
e C6.
TENSION (Unreinforced)
A.
Normal to the Bed Joint A sununary of the static monotonic tests performed to determine l
code allowable stress for tension normal to the bed joint was given in the NCMA Specifications.
Stresses for tens' ion in flexure are related to the type of mortar and the type of unit (hollow or solid).
Research used to arrive at
' llowable stresses for tension in flexure in the veritcal span (i.e.
a tension perpendicular to the bed joints) consisted of 27 flexural tests of uniformly-loaded single-wythe walls of hollow units. These monotonic tests were made in accordance with ASTM E 72. Table 7 summarizes the test results.
From Table 7 the average modulus of rupture for walls built with Types M and 5 mortar is 93 psi on net area.
For Type N mortar,
~
the value is 64 psi. Applying a safety fcctor of four (4) to these values results in allowable stresses for hollow units as follows:
Mortar Type Allowable Tension in Flexure M&S 23 psi N
16 psi These values are consistent with those published in the 1970 ACI Committee. 531 Report and which have been only slightly altered in ACI 531-79 Code.
Based upon these tests the minimum factors of safey for each mortar type are:
Mortar Type Factor of Safety M
3.87 l
S 2.60 N
2.81 To establish allowable tensile stresses for walls of solid units, the 8-inch composite walls in Table 8 were used. These walls, conposed of 4-inch concrete brick and 4-inch hollow block, were greater than 75% solid, and thus were evaluated as solid masonry 2-24
construction. Modulus of rupture (gross area) for these walls averaged 157 psi, giving an allowable stress of 39 psi when a safety
]
factor of 4 is applied. The composite wall. tests in Table 8 used Type I
5 mortar. To establish allowable stresses for solid units with Type N mortar, t.he mortar influence established previously for hollow units was used:
E : E ; f = 27 psi 16 f
The minimum factor of safety for these tests for Type 5 mortar was 2.33.
Recent dynamic tests have been performed at Berkeley and the values of tension obtained at cracking at the mid-height of the walls are as follows: 13 psi; 20 psi; 23 psi; 27 psi.
The recommended values have a factor of safety of 2.8 with respect to the lower bound of the static tests for the unfactored loads and are towards the lower limit of the initiation of cracking for the dynamic tests.
An increase of 1.67 appeared reasonable for factored loads based on the static tests.
O 4
O e
O O
2-25
TABLE 7 FLIXURAL STRINGTH-SI OLE WTHE EU.LS OF HOLLOW UNITS-UNIFORM LOAD-VERTICAL SPAN r
L.
Mortar Type Proportion Modulus of Rupture ASTM C 270 psi, Net Area Reference M
110 10 M
108 NOR M.
102 10 M
97 10 M
95 NOR S
94 NCMA M
91 NCMA M
, 89 NOR N
88 4
5 84 10 S
83 Non S
Bl
- 10 S
75 Nca S
69 nom N
67 4
N 62 4
S 60 N
58 10 4
N 45 4
0 60 10 0
41 4
0-36 4
0 36 4
0 33 4
0 32 4
O 30 10 0
27 4
6 e
2-26
l TASLI 8 TLtXURAL STRENC/., VIRTICAL SPAN CONCRt a Mt.SONRY WALLS TROM TESTS AT ECMA LABORATORY l
Vall l
Modulus of Ruoture I Net Max.
Net Mortar ASTM Nominal Uniform Section Cross Bedded Horter Thickness
. Load Mod lus
- Area, Area, l Typa*
in.
psf.
in 3/ft psi psi Nonowythe Walls of Hollow Units l
l M
B 85.15 80.97 61.74 88.73 M
8 87.10 80.97 63.15.
90.76 8
91.00 80.97 65.97 94.82 M
M 8
103.35 80.97 74.93 107.69 l
5 8
62.40 80.97 4-5.24 69.47 l
5 8
72.15 L0.97 52.31 75.18-l S
12 183.3 164.64 57.11 93.94 l
S 12 161.2 164.64 50.22 S2.62 Composite Walls of Concrete Brick & Hollou Om S
"- B 222.3 103.82 161.16 ISO.67 5
8 219.7 78.16 135.72 202.09 103.82 159.29 178.55 S
8 187.2 5
8 228.8 103.82 165.55 185.95 5
8 218.4 78.16 15S.34 235.77 5
8 223.6 78.16 162.11 241.3S !
S 12 171.6 139.83 53.46 103.55 S
12 150.8 139.83 46.98 91.00 S
12 156.0 139.83 48.60 94.14 S
12 213.2 139.83 66.42 128.66 Cavity Ualls 5
10 98.8
.50.36 15C.62 165.55 S
10 156.0 50.36 250.44 261.3C S
10 88.4 48.16 141.91 154.E8 S
10 119.6 50.36 192.01 200.40 S
10,
114.4 50.36 183.66 191.63 5
10 109.2 48.16 175.30 391.32 S
12(4-4-4) 145.6 50.36 233.73 243.94 S
12(4-4-4) 145.6' 50.36 233.73 2 3.91 S
12(6-7-4) 135.2 77.00 127.3S 146.63 S
12(6-2-4) 119.6 77.00 112.68 329.70 M r t. r :. :,. :..
.c.....r :....
.;.. a..
2-27 ee4-
---w
--a en
--m----
,-a
--w.-
+
w a
B.
Tension Parallel to Bed Joints Values for allowable tension in flexure for walls supported in the horizontal span are established by doubling the allowables in the l
vIrtical span. While it is recognized that flexural tensile strength of walls spanning horizontally is more a function of unit strength than mortar, it is conservative to use-double the vertical span values. Table 9 lists a summary of all published tests' and indicates an average safety factor of 5.3 for the 43 walls containing no joint reinforcement and 5.6 fer the 15 wall's containing joint reinforcement.
It is important to note that the factor of safety for those walls leaded at the quarter points, Reference (6), have an average factor of safety of 2.02 with a minimum value of 1.22, while those loaded at the cintsr had an average factor of safety of 6.08 with a minimum value of 3.59.
However, it should be noted that the values tested at the k points were also tested at 15 days.
The results asso,ciated with the early date of testing and the use l
of quarter' point loading are difficult to explain other than to state they are at, variance with all other test results.
An increase in the allowable by a factor. of 1.67 is recommended for factored loads. The comittee believes that the recommended values could be increased because of the larger factors of safety in the test results; htwever the value of 1.67 was chosen to be compatible with the increase in other stresses for unreinforced masonry.
The values recomended.for. stack bonded construction although at variance with current building codes (which allow zero) are thought to be r2asonable values for a reevaluation program.
In a test program performed by PCA(2) a horizontally spanning stack bonded wall had 2/3 the capacity of an equivalent wall laid in running bond. The recommended values are in accordance with this test data.
i.e.
two-thirds of the value normal to tha bed joint is equivalent to 1/3 the values recommended for parallel to tha bed joint.
Rsfsrence:
- 3) Portland Cement Association, " Load Tests of Patterened Concrete Masonry Walls, " Trowel Talk an aid to Masonry Industry,1963.
1 2-28
l TALL 5 9 FLEXURAL Si" NO !!,110RIZONTAL SPAN, KONREINFORCID CONCT._~C MASONF.Y WALLS I
Modulus 3 ",
- M'or:ar leadire of Rup:ure Construction Tvoe Tvoe esi Ket Areo. osi ACE /Allou p,c r,
Monnwy:he S",
N Uniform 127.
1.2 4.13 4
Hallow, 3-Core N
136 141-4.41 4
N 127 132 4.13 4
N 159 176 5.50
'4 N
173 180 5.63 4
0 123 128 4.00 4
O 158 164 5.13 4
Monocythe 8" N
149 155 4.84 4
Hollow, Join:
N 160 166 5.19 4
Rainf. 016 in.cc N 193 201 6.28 4
0 150 156 4.88 4
0 18'6 193 6.03 4
Monowy:he B" N
203 211 6.59 4
llollow Join:
N 196 204 6.33 4
Reinf. 0 8 in.cc 0
202 210 6.56 4
s o
195 203 6.34 4
Mono /the-E" N
1/4 p:
56 58 1.81
,6 Hollow N
3S 39 1.22 6
N' 61 63 1.97 6
N 60 62 1.94 6
N 69 71 2.22 6
N 93 96 3.00 6
8" Monowy:he M
Center 199 217 4.72 26 Hollow, 2-Core M
176 192 4.17 26 M*
151 165 3.59 26 4-2-4 Cavity M
111 210 4.57 26 Wall, llollow M
135 255 5.54 26 Units.
M 95
'IS O 3.91.
26 S" Monouythe M
~
159 173 3.76 26 Hsilow 2-Core M
159 i73 3.76 26 Joint Kc. O G"ce M
191 208 4.52 26 i
4-2-4 Covity of M
159 300 6.52 2G Hollow Units Ticd M 159 300 6.52 26 w/ Joint ko. 6 E"oc M 159 300 6.52 2G I
2-29
TABLE 9 (Continued) 1;odulus Mortar Leadine of Rup:ure S.F.
C nstruction Type Type psf Net Area, psi A/ Allow Ref.
l 4" Hollow N
Center 13E 365' 11.41 25 Minowy:he N
157 415 12.97 25 N
101 268 8.33 25 8" Bellou M
268 202 4.39 25
- Sonowythe M
314 237 5.15 25 M
314 237 5.15 25 B" Hollow N
277 210 6.56 25 Monowythe N
314 237 7.41 25 N-314 237 7.41 25 8" Bollou o
259 195 6.09 25 Monowythe O
277 210 6.56 25 0
277 210 6.56 25 B" 1! allow M
268 202 4.39 25 Monouyche, M
297 224 4.37 25 M
277 210 4.56 25 B" Hollow K
277 210 6.55 25 knowyche U
259 195 6.09 25 N
297 224 7.00 25 l B" Bellow 0
360 271 8.45 25 2not.ythe o
297 224 7.00 25 0
268 202 6.31 25
' 12" Hollow N
352 142 4.44 25
'-loncrythe N
314 127 3.97 25 N
333 134 4.19 25
=A 2-30 e
._,-.--e-.,,,-y,_.-w.,-
~ -. -., -,..-
..----,-----,..-----g.,p
.-v-,y--.-
---ww,,,,
y, y
RAI 10a - In Reference 3, the Licensee indicates that the energy balance technique and arching theory have been used to qualify some masonry walls. The NRC, at present, does not accept the appli-cation of these techniques to masonry walls in nuclear power plants in the absence of conclusive evidence to justify this application. The Licensee is requested to indicate the number of walls which have been analyzed by each of these techniques and provide the resulting stresses and displacements.
RESPONSE
- I See Attachment RAI 10al " List of Safety Related Walls Analyzed by Arching Theory" and Attachment RAI 10a2 " List of Safety Related Walls Analyzed by Energy Balance Technique".
h l
I t
~
e LIST OF SAFETY RELATED WALLS ANALYZED BY ENERGY BALANCE TECEIQUE MASONRY WALL DESIGN (IEB 80-11)
CAROLINA POWER & LIGHT COMPANY BRUNSWICK STEAM ELECTRIC PLA*1T UNITS 1 & 2 i
ATTACHMENT RAI 10a2
--w m
m-
--~<mv,
,-,,e..--
a.
--wy e
s 4
-mmg-me--n, w.
?
J.O. 7451-150 CF&L - asEF M ONRY WALLS LIST OF SAFETY REtATFD WALLS ANALYSED BY ARCHING THF. ORT well Walt Dimensions Block Elevation Design Load Capacity L
Ho, Length iielght Thick,
TJ pe_
Floor Cellin (
Accel.
Lba/Ft.
Lbs/Ft.
C Bldg.
pensake 2a 44'-6" 15'-3" 12" Hollow 50'-0" 6 3'- 1" 9.47s 96 193 0.50 pienel cener.
2h 41'-2%"
15'-3" 12" Hollow 50'-0" 61'-1" 9.47s 191 0.50 plesel cener.
2c 41'-25" 15'-3" 12" Hollow 50'-0" 6 3 '- 3" 9.473 96 193 0.50 Diesel Cenar.
2<l 41'-2%"
15'-3" 12" Hollow 50'-0" 6 3'- 3" 9.47s 96 191 0.50 Diesel cener.
?
Am 120'-7" 17'-0" 8"
Hollow 50'-0" 67'-0" 0.55g 33 41 0.8 Diesel cener.
Sa 11'-05" 13'-8" 12" Hollow 23'-0" 36'-8" 0.25g 12 240 0.05 Control pida.
9b 11'-0\\"
12'-10" 12" Hollow 23'-0" 35'-10" 9.253 12 140 0.05 Controt aldg.
9c 31'-0\\"
12'-10" 12" Hollow 23'-0" 35'-10" 0.25g 12 240 0.05 Contral Bids.
9d 31'-0 "
13'-8" 12" Hollow 23'-0" 36'-8" 0.25g 12 240 0.05 Control Rlda.
1 l
i a
e
I i
l L
(
i l
[
LIST OF SAFETY RELATED WALLS ANALYZED BY ARCHING THEORY MASONRY WALL DESIGN (IEB 80-11) l l
CAROLINA POWER & LIGHT COMPANY l
BRUNSWICK STEAM ELECTRIC PLANT l
UNITS 1 & 2 l
l 1
ATTACHMENT RAI 10a1
---g-----
a,e-,--
--y-7 me-y_-
m,_
y w---=,
ys-*
J.O. 745bl50 CF6L - BSEP HASONRY WALLS LIST OF SAFITY ret.ATED WALLS ANA, LYSED BY ENF.RCY BALANCE TECHNIQUE
-._IESEL CEN_ERATOR BLDC.
D i
i Wall Vertical Hortaontal E"
I*"
"II*"
II'*II*"
]
Mo.
Length Height Thick Reinf.
Reinf.
. OBE DBE Floor Celling AL As fL 3pe Remarke 2
7
. i 4a 120'-7" 17'-0" 8"
1.60s 2.128 50'-0" 67'-0" 2.1" 2.2" 1.05 **
g,_
0 C.
0-Wall 1
2 g
= Ihectility Ratio 4
Walt Deflection at field Ay
=
Walt Deflection for Elastic Behavior Ae
=
Hort. Reinf. In Every Second Course
=
Hollow Blocks Filled at Reinf. Only
=
m' i
9 6
4 4
b UNITED STATES fs a
- [
NUCLEAR REGULATORY CCMMISSION 40, f
WASHINGTON, O. C. 20555 4
8 g,,
JAN 2 5 1983
%;.*.~... f
.Ni Docket hos: 50-285 50-250/251 50-27. '278 50-213 50-269/270/287 50-245/336 50-317/318 50-244 50-346 50-309 50-237/249 50-271 50-254/265 50-325/324 FACILITIES:
Palisades Turkey Point 3/4 Peach Bottom 2/3 Haddam Neck Oconee 1/2/3 Millstone 1/2 Calvert Cliffs 1/2 Ginna Davis-Besse 1 Maine Yankee Dresden 2/3 Vermont Yankee 1 Quad Cities 1/2 Brunswick 1/2 LICENSEES:
Consumers Power Florida Power & Light Philadelphia Electric Connecticut Yankee Atomic Power Duke Power Northeast Nuclear Energy -
Baltimore Gas & Electric Rochester Gas & Electric Toledo Edison Maine Yankee Atomic Power Commonwealth Edison Vermont Yankee Nuclear Power Carolina Power & Light
SUMMARY
OF MEETING HELD ON JANUARY 20, 1983 RE: MASONRY WALL DESIGN (IEB 80-11). USE OF " ENERGY BALANCE TECHNIQUE" AND ARCHING ACTION" FOR MASONRY WALL QUALIFICATION.
O
l
.,0n January 20, 1983, the NRC staff, its contractor and consultants met with r:presentatives of the utilities identified above and others as shown in Attachment 1 for further discussion of the use of the energy balance technique and arching action for masonry wall qualification.
Copies of viewgraphs presented at the meeting are contained in Attach-ment 2.
The purpose of the meeting was to allow the utilities an opportunity to present a response to an earlier meeting (November 3,1982) in which NRC stated that the validity of the two analysis techniques should be substantiated by appropriate masonry testing.
Based on the technical information presented, it was the conclusion of the group that additional testing to demonstrate the applicability of the energy balance technique or the arching action technique as applied in the specific cases for each facility is not warranted.
Further tech-nical information on each technique was provided at the conclusion of tha technical presentation (see Attachments 3 and 4) but was not explicitly discussed at the meeting.
The NRC staff, contractor and consultants will be reviewing the information rov',d:d at the meeting to decide on a resolution of this issue.
The pos-ibility of plant-specific reviews, wherein each specific application of hese techniques is reviewed in detail, was discussed.
JnprovidingtheinformationandresponsetotheNRCatthismeeting,the Otility group considers its function as a group to be completed.
MM. tr&
Charles M. Trammell Lead Engineer Masonry Wall Design ttachments:
} Attendance list
) Viewgraphs
- ) Arching Theory Rebuttal
)
Energy Balance Technique Rebuttal
<c: Attendees plus see next page
SUMMARY
OF MEETING JANUARY 20, 1983 MASONRY WALL DESIGN (IEB 80-11) l l
t l
CAROLINA POWER & LIGHT COMPANY BRUNSWICK STEAM ELECTRIC PLANT l
UNITS 1 & 2 i
1 ATTACHMENT RAI 10s
l RAI 10b - The following areas need technical verification before any con-clusion can be made about these technique:
1.
Energy Balance Technique
- For the walls which were analyzed using the energy balance technique, provide technical basis to insure that the ductile mode of failure will take place (if they fail).
- Provide justification and test data (if available) to validate the applicability of the energy balance technique to the masonry structures at Brunswick Units 1 and 2 with particular emphasis on the following areas:
a.
nature of the load b.
boundary conditions c.
material strength d.
size of test walls
RESPONSE
See Response to RAI 10a.
w w
-,,...----e-
.-----3
---.w-.--
-.,y-.-
,7-,3--,--
-.-,- c
i----w.--
RAI 10c - The follwoing areas need technical verification before any conclusion can be made about these techniques:
l 2.
Arching Theory
- Explain how the arching theory handles cyclic loading, especially when the load is reversed.
- Provide justification and test data ( if available) to validate the applicability of the arching theory to the masonry structures at Brunswick Units 1 and 2 with particular emphasis on the following areas:
a.
nature of the loads b.
boundary conditions c.
material strength d.
size of test walls
- If the hinges are formed in the walls, the capability of the structure to resist in-plana shaar force would be dim-inished, and shear failure might take place. This in-plane shear force would also reduce the out-of-plane stiffness.
Explain how the affect of this phenomenon can be accurately determined.
RESPONSE
See Rasponse to RAI 10a.
l I
.m..
_,,,. -. ~... - -, - -.
,,,.r-..m..
i I
5 Regulatory Guide 1.61 allows 4% damping for an OBE and 7%
RAI 11
damping for an SSE. Provide justification for using 10% damping for unreinforced walls in the arching action analysis.
RESPONSE
See RESPONSE to RAI 10a.
e I
t
[
-m
With reference to multiple wythes, clarify whether the cellar RAI 12a joint strength was used in the analysis. If so, justify the allowable stresses of the collar joint.
RESPONSE
The analysis of multiple wythe walls was performed based on no-shear transfer in the collar joint. Composite action was not utilized in qualifying the wall elements and each wytha was conservatively assumed to act independently. Henca, the allowable stresses in the collar joint are not applicable.
e
._-,+r
Also, provide sample calculations illustrating the analysis of RA1 12b multiple wythe walls.
RESPONSE
Calculation data package 9527-1-GP-MW-02-F, Attar hment 12b, illustrates the analysis of multiple wythe walls.
t l
l l
CALCULATION SET NO.
9527-1-GP-Mii-02-F SHEETS 1 to 31 1
(35 PAGES)
CAROLINA POWER & LIGHT COMPANY BRUNSWICK STEAM ELECTRIC PLANT l
i UNITS 1 & 2 ATTACHMENT RAI 12b
q =_ -, j. & $~'
!/. *.M
- C A
- r-4 GENERAL, COMPUTATION SMEET CALC. SET NO.
mtv CDue 97 l CMICD D
- NE)
'"EU" R pu ce g
C
- N **
FusAL XI.
DATt DATt ae, s.
Iso triaiso NAhet or
'O'8 I
Goes*ANY C #
I.
UNIT /S I.
3g I
i oart oaTt ao oe-9.ost gyyggy i L o1 r*' e f G t. O C - * * '
- e n t e~ -*
re A L t
- e ta o li 1 u,, ; c
- I g
- 1.
- s. L.
t 9. R Re ! D w C.
r-1175 L
F.12 o 75 w a ss is 3-t L<
14. a p,t.o 7 L i e n,. (Sw14LeJ Gt,i unit S'.L'L s14'.u"p,2'.o" r,*, i c k.
( 2 wg1Les g ri) uni r *.
rea 4 ip s e w y4Le2 c,e not y e s ; 4 s e e l.y co n n e c i e A 4-a c 4L t ",
l s";- e e
- 0. 2 s a r., e c.e e 1 saw 1k e as am ineUv s'oLa s.(,
su,pa.L t
?:
- l. S s r
- t. S Matt sk rLJ spo-
-~ e r s v.
E. 4 7 w o II.r co rm d v et e el of st d.
u s i n k t-se t s l coCns (tau ocr) o**
a e
(
ces e s
/;lIc,r rn,, f,.,,
v.,, ;n f., e e J
,. ii a.
~
Co m C
- d t v s ivo g it sney 4L e -
~
'4,,'"
es uu s gg,3, g q S
9L!
82 < 9.41C M U S ; n" 94.s lu st s 5,
96 !s t < 2., s'l-e ea
>1
't.
t i
Ic coe.coe.cre luu L o.cocuGSL Pt
[l <
t y s1 5 6 = s,$ 10. ooo s uu3 IS 7, o,o l
4
(.
1s.s cps.
P
- 0. oo 0 4 65 s S. s 7 s
s o.0 35 s e e.
(, e A ss t e e f Af s e al I.04f
- c. $ 4 5'
-o
[s,;
- P e o.ost sec
- f. 0 45 < 1S. 6 St.S cps
=
e
(
t$. G C f3 o SAC 1 2, t. 4 P =
0 039 see m
l's o en to rey a t e s y, :m t" o ul.t.
OGK 2 Y, DSE
- ./
aeetl. s ne s.r's r e., c D o a 'T Mavs E L. ( * ) 9 9 Lo N.A n e s r e-S e-p rett s
o.18
- o. U S*5 g L.
t o '. o '
M.S
,esponse A erei. G
- t. t..
to s i..a tal be re ase oss.
O es se e n et e t.
- l. oS < o. 2 % = 0.1 A 9 osi DSC o.ks9
- s. o S 1
- c. uJ5 s
Re dio s
- 1. S 9 c.14
- 1 144 f 4
s l7I F 8.
V bl o.29 % 9 [y 8 67 4
e ys ei -
2 4 :#
S.47 14f g
I
4 :. - : - L, p. :., v ' < ? - ~~
9 arv ens GENERA!. COMPUTATION SHEET CALC. SET No istv como sv l CMC BY IND natuu l
g ; ;_:
g-r,=
>c un ou taug or voic w :, les t~
i COMDANY O #
$b UNIT /$ ! I swett or 3i JO 95'27-o7f SUBJECT. # #.3 " ' r # 6: DX.
e en W t-e
- u. J: _e w o lf 1 - ene {. _
( e 5 5. v o.3< E o f,,, s 26e < r i. " 5. t '
29 y s e' 4 ~15
- o. n.
r *f Al u 3
[. y
- o. 3 G ti
- I2I*
- f. 3 pJi a::
- 7 o
k-g o;,0.oo.
g
~1. 415, o z.
O Cc.
- oGE,
(.,,,
s 2 *7 1 I. S c s a3 v2 t 4.
1: 5 o c.
(2 :~;25ec,125 )
s Vs i 3 f.S 9 e D5 i 4
"? %
- 0. It
'*,7; 8 *
- 5
cbcek st 6 e t.l k e
- 5. :., i c. o 1 3
y Pg t 92<
li. 4 2 5 IS 9 e
'n w t.
Sua 11 * /, e s
t Ps iI: < oo.oao,oco,ooo s u u t.
- o. coo so L L s
se
,I 3E&1 t,5 2.c, c o o s 15 ~10 IS *1. cos 4 3 s 15~10 2005
- 1 ~ s. s e Pe o.cooses( S.&~1)
- o. c s s s e e.
-e au crs.
> 3 s c ?:
=
[ =s e a u e va c y J p w c am al 8 f.o 1 /==* o.695 fu;p :
I. 0 4f < u u e
u s.IE c P s Ps
- o. o : sec.
~
(..,
c.19.r
- u u 2 4 32 cP
--+
Ps o. o 2 5 J e v'.
f, o ~
c o my ate n o,;, F c a.i s,
O S E 2 7.
DSE # /.
O e ett.
D e q '- p,n us n o e,s 's pave s t.. o, '. a '
p,. s, n ce - : c x
a ee et.
r o.27 o.47 aL.
Zo' o" ri.5 se:ro-ac h t e t.t g L.
g o '.
s l.e u L be moy.
r,) s t.
O c e e.C s o 4,* o
- .UT t. *1 u O. 2 -r I G 9 '*
e o
e s
351 sf S. C ~r Rs v w s o.19 n lu u s c
s p
M s 3 3 "i a S.47'. 3 45'*
~
9 L
sg im 345* r:
- 5 28 86 rst
.c 7S o.k.
Es
'~.
- 28 i
~
s g.r,
L 1.1 a.: 3 t? s r4a" I. :. fsi c.
u 'r O.k.
i t
s u,
El-G 2 5 s o s Tor
- DSE,
=[m 4 IS S o.K
$, *,? s 01%
s 14
- n 19u 2% ys:
C 12 5
~
9s
- t. 1 s I. r u 1 2
ys.
.e 11
- c. k.
3
- o. o S g,, i t,
Well
.E3 l
gnectf el,lc
.2 1 p g, r, c w c,**c,r an Cle ck f.
I a.p le n e ske,.
s t.o ; n c.!4c,la _
e,lo t t o' n A - *J di ees ion o., A 12 co n i "e d J ke d
- S f sts
'S o.K See skcCI
- II
95:7-t-4 P-w.w -o1.- ;=
n 3> may in, GENERAL CCMPUTATION SHEET CALC. SET NO etd coes av } CN C sv ENE' M
%^*
i gC J xi om om NAME OF
- *~
VotD I l
COMPANY O
UNIT /5 I "d -
SattT -
or 3i SUEJE3 E E A t' * /
?LDC- ** r s e ~
- r ~ r WALu
'* 4521* [SI v ! r. ' '
co s ' -
Check sheen s t.r e..t.t in ce tio n Joe'ets -
2'= o "T*$ ' e 5c N*I1 3
acs ets zu ist:u u
wf a
s a s suu
. : 1 1 *.'
. zu < / ;.,
e os s
t Ps (z u s so. ooo. oo o. oo o su u L o.o co luu t g3E45
- 1. S t o. coe s ssssu
- 59..oo
- a. co o ouu ( t.4, { s 0 011 fs 91 c P2
> 33 c o s.
{, eg o r e e.1 srwe a A I.ons = o. t 9 s*
s f
1.045 1 9%
l o o. *7 C P 2 P s o.01 sec.
qu e
o
~
(%
- o. 2 95 5 9 s s
$1 3 c es e
p o.otA see.
t b o ss co r p s f e, y, a n t o u).t,
O S E L Y.
OSE G 7.
, a t e e.l.
De u'r HA u s vou'r pava EL. r s '. u M-s, a s r> e e s e o ec et.
c.19 c.u s
&L t o ". e
N.S we$re-is a er et.
At E. L.
20' S ko v i al
$r e en g 2r.
O g e..
- M g 1.60 d e c t(.
vallo
- c. 29 er se A=
v A>p,
0.27s 288 s S.49 s (7u s.i s 33 1 2
- Ef7, 7 S o * **
m.
674 s t
/m
~13 e = #2
- 8 %
g pg, 15%2U s'#*
g #75 O st j, t. L. * # 1 V
337,
,, 7 e 12 PJs 4 47 o
k.
- As 24 g, y i o. 2 5 Ps.
s& car sf.,esa i E ce ll s -
J o in t-3 S **
- 8. S
- 2 f3/ 4 %
- _k e
To v DSE Lo o.cl3
!J'.
- 12. 1 Ps'
(,
s 81 s. 4 e
g I 2.1
< 12 S o. k.
o.to C
125 1
I#
Vs
- 1. 2. #'
f.
7, e 2 e
72
- 0. A s
- 1. (,
s 0.03 Pri Ps e' s h eo =,
st s ers le ce lls ~ Join t 2
s 1. (a s 3.s e 11 o
k.
L 3.2 o.07 7=
Iz '
--a---,
95: 7-t - W. tw F
~'
) me, m, GENERAL COMPUTATION SMEET gmg g,,,, g g,,g,,
g
~3' a'icu.
l g r, v
- c
'M
/.
part os}WH j
g eo is,15.,
UWf7/5 I ".-
- Des #ANY sisart u or 3I
)
SuaJt::7 / 8 t' e'e f
- Pd
-e+wc, we t -.
45
- 7* O E f
~
LAl es \\ \\
C CL Uni t.* I o n l ~f
&L.
O-o ft4 D s.) C. -
T. I 2 e =15,
F. 17. c s o.
f. r t.o S S s * *. n t i+ fe w e e d std. at. b lo e n s ( eso u
- c ! )
oss eene2 f*It ed ssJ o ll n's E E - e" L % 14 - k M s U4 Thick ( u. s' ss).4 4 L As i
- t. I:
s.,*.14k e )
l
.s sop f e s t e t' top o $ na)
- ll ud e l t sf**
e *II y
~r% e m e is no IS - e' clese sf o n s
Check s *me l t ts314L L. ( ne20eef
- I s.
e Jfec t e l of tn i v e )
1.
Ps c.000 4 65 (If)
(.s e e sleet *Ilgra)
{*
R. $2 C 9 s.
- 0.105 s e e.
\\
l
{w equ en cy sp ~ e a al f.ogg a.84f e
-e S.y.
k 4 511 I.ogs e 10. 4 cts Ps 0 046 s e e.
(seu A. 5 'n. t o.t95
- t.f e P 2 P-c. I l '1 sae
=
es o i l iJ
-v w n c i s g r.l. s.a 1e
.58 d ;*
- c 4E en.
..Wse t** d a o c e'll -
w es y e.m 2 e in A - s.)
- ~
l'* - 3 4 s.e e'
- ~
21, ooc U '. DSC
/
Et. 2 o. o*
- 0. h o O.60 Wdfl d e eJ Met es f en,I u p to 9m f ac t
& L.
fo.o*
93a enty
{ {e e w#3yom1A n
m ese'$ n are et., o. df o s I. e5 e o. u s. e,3 rs t 605 tag s o. 44 3. < 94 ks 305
-As v
< 15 n
in s Goss IC II S H
- 3:
I* U lI7 psi
> 75 p). dr
.f,,,
a aus ho o7E*
S e n et.i, 9 st-e o s ese a t al fr a e.o e.1 L *'g l. e i/
4 L e.
tlleef ol of tm.e'n g ebe I Co n e e' ele = e el.
S' ssing $ ls e Out-s i ve.t a t al e' n ho w E te m4* I Sfe m 4;* h t t~ k hl Co evly a s o' 'l e
- J a 18
$e, oee gu e f b e L o v is -
in l= e ** *' 2 e =9 f a l
- f. p e 99.
..y
95 7-t - W. IcJ '- 01.- F
~'
? eso tne GENERAL COMPUTATION SHETT CALC. SET No htvl cosso av l cmKT. s' INC) patuu l
ga g
- t F8L d
DATE
,,,,,,I,,
Da.o u%
TE NAME OF W0le
- i
" O d'
UNf7/5 l t ConspAlfv sacrt 4J or S1 Sue 2C:7 f L ** C '
- t
- LT6 -
- e
- sn' e v At
'* Af
- 9* c t t e
I sit O O.
LJn ; &.* /
only 4t.
f e if.
DwC.-
F - I 2 e7 5, F. 17. 0 S o.
T.
- .eSS se., e ;+ fe, e e d std. at. blo e n s (ru u 9c!)
ot*
c e, r.t f. !' e d e
e e.
=
saa t s is e t. 0" L 1 Ik - U M s uk Tl. i c ic (u s" ad 4 4 L es t u. :: sa g a s )
l t
o t-top o{ a s il sa
- I t s ta e t
~*nty
%ew e is se
.s up p e I t '- o "
c tee ~ sf o m s
Check siecle 5"
W y 4 L. s. ( escreek
- l n.
e llec t ofoftni'-*)
Ps c.000 466 (I!)
(.t r e
.tLeet
- I lR e v )
f=
R. 52 e r s.
s 0.I05 see.
-~
l<equency sp ~ e a *L 1.oqf -, e.tts e
S. g s, s 9 51sI.ogs Io. 4 cps Ps 0 04G a s e.
k (sena 9.51. s 0.895 *
- 8. C e P J P:
- 0. I I 'l sas e
,a o s s - is
, u..,,. g r.s. sa to
.s. a era, r e t;,,,
use
- e. an O c e tt.
wesponse in A - s.J e
bl = 2 et i. e e d ' m 2 '/. ooE
- 97. DSC EL. Z o '. o *
- 0. D e
- 0. 6 e tu e l t d e ss not es t em al u p te vs ex t a s..
C o '. o *
\\y f le e =w
=, t t p o s t
-U3e e r1 Desise a r e el.
s o.4os I. oS s o. u t. e3
!st e
tag s o. 4 1. ' 94 605 s IS s
s 303
-Ax v n
2 ms seS1 IS ll 3 4 s t
II
.[,,,
' #1 *3**'
117 rsi
> 75 dJ. dr
- s aus No7E S e n oLi n,)
st s 2
,o, a t,t I,.
even ki ke,
//
h g
t41 set a/
oy e.,.ie e as a co e. ; ale.. et.
s sa y 1 L. s out s 1,s.: a e at.
- e
- k. ~ i s e -1. e s ro ~,
4" Y t d' k h C.
CO t*V1f O S i A t ud Il l0 s oeC ga e of behow so w
/e b o av i t e we 4 e I s g a,,.
l l
M* ** - l-2. I s' v.)
. 2 V Se L' at] tt99 GENERAL., COMPUTATION SHEET l
CE SET NO (egV gge, g, l CMG SY l
El Pel(Lies l l
gpy gf o
=6 XI osts ar NAset OF woso j
O t
L-UNIT /S i
Cose# ANT c-SnECT S
OF 3I suGJECT Cf A e%2 fLeC-se4.19 e ht l e t c.) t e
- A f t
1. Off O
~
s f ' I
- dL L e a.' f e i en'y g&
1 o '. o v
A s o v,.- e one wer b e l,o u : o v Flo,;se e te tt,
.S p e n e s g.
fr[.
gu,6;.
T.ItC9; f.11ofo f. I 't. o S 5 ss t' r.c '.
s
.c
< ou. C u < un rL ;e ". (u-t s' y 4 L e < L *. 11 +>.'. e ;
no s s. p e o. V et top of sse II,
ws as s,p,,. ;
he,;: o,..,.:.,_
to e s ;el e.
couv,pessie woII stu ' -rl.lc k,
- n 21 s t.o La S S,Is u : n
s.a 1. s suu.ku",51
,.'.. a u " ll" Tr 35 Pt y', S G.y eps, 3 3 c e;
- o. o l 7 r s e e,
- s. 5 1 t' 3 t & = t,t to,a ce
- 15 8 t u f, e q u e n t f spew es el I.095 - c.14C e
$.;g, s 1.0 9 5 < S t. S GI.S7 cps Ps o.cl& see 2
=
l ls,,,,
0 893s36.5 s S o.51 e os
-o Pr o.oI9t ser.
To -
fenutery ce l e s 4Le e flee t. of eyess g is
,,eger e t e e' l
l Fv e re co nsp.4 t e -
p, io r e sst a,
i
- 27. 082 4 7, D B E O Cr t.i.
o. t *"I O.MS N.$*
oL s e e =I It'% (t 4. 4 * )
s a et et.
c.1 A o. k '1
&. ca.)
Ji.ee4 ; * -s f 2 L. 1 o' )
s went e is in rJ. s.)
t*
.5 - E diw e C4E0w sL 3 e ave stret-el es in3 n.
- ts de e o.c r e t. s
- c. : 9 osE t.
0. 44 C /srs DSE o.L45 en c e r t.
r o.l ' c,
gg I.40 s
929 p,,
ws
- a. : S s 5 t IM 7. 8 s '. z
- _.. S '. ~ e, 4* *.. ' s u
I c.
se..r,4;,e e sa s.
, t.a s c4. s t,. im t e,'
on s., i d f A S Ps e p g '. "
2 '. g w
s a
s
- st i L of s i s s' y s S'. o'.s 2 -s
,54
=
es t a
/
te, s lu 9. 5 s
5.C Str
- 2. 5, '
/
so cor to S teen s ?
,.1 su orsnoa c.
Ws t t sfee a ve,4 ee H y.
9 i * ~*.'= S I'-1Av./- C'E.~ ?
f' we* asi **e GENERAL,. COMPUTATION SMEET CALC. SET NO kyj conse se h Cses1; sv g--,-
~o i
yeu rusat X
pig oarg
,,a-tra 8eassc 0F woeo i
come94=r c D
- L UN:T/5 8
sairrr e or Bi susaggi i t i es -;
- r. t
& _ e.s. _, r e s wa t s s 40 AS ; ~. e t t
~
ret
- II
- s ce~ e t.
- l, (S t f *le f,s A s 3sf 75 s SMst g
s L
es - e
- _[
m, 3: r, #5 4 u,.
R.a As
(,,,,
R'"'
1A ps.
4
,C ys '
c. n..
- h.,
l,', c. s a s
ss, os u J,
2"St a.4 ps.
< u -r c
A-L
'* 6 o.10 uu' E*
u7 $
- s.
Ps shea, s4,crs le co ll e Joint I.1 s u. 6 G.9 4 8 of
=
L O.S$
s t
re.
D65 f.o ad 1.
Ps i
$,,, a 24 %
- 0. $
44 6. L4 ftt 4 it$ '
O. k k ' NG 4 ' O. 3 "i e
~
C "I S C
$ gi 9
p3 i Ya Ne 1L I. 6 e 9.4 pts 4.
91 0
k.
L
- 1. M-
- p. l e s
ns
=
I. & s G.9 "' ' II !
.sLa.,
.s i, a s le c.f l a-J. in t
< I o.x-
- h.. D, c. A 1 o
IS L
a2 y e, corese 4(ee e.N e, ui -
t.co s s i.s acerf. !, le
~
cheen fa.a repla e e L e.,
s t va.is e, i i e, ; e.
s.a s r G
c.ellee s o.k.
(sea sLest e sa )
a e
i
$ stv Sm
.?."2 7 - /. ;*., P. /, '.J.'. *.1= #
6L GENERAL. COMPUTATION SHEET CAA SET No larv' co=* ev l ca c ev Nti g
- tum j
[p g
.g hh44 [.
DATE DATE wau es /,. Ito
/s a
Eou't os vot0 I
A;;v f
f L
UNrt/5 8 Satti Ga or 3I suaJECT EE# f'o#
6LUd-
^8S***#*
f a>
- OLf
~#
- OII W dit : d.
eeni.
i'"Y I
E
~,
1 s-
}'
os 6
e opip o n c.
b a <-
~
,v N
L_L E v A r oo rst Sle.A.A Tle crewing is classel w:4L loose s to c k e el broens.
'TL es s in te ens 2 Lo sa lal lo s y,suend e el 4, e m
.fe lling in J *el s oek d o m qiq A m.g Je fe l.y
,eleia.el item.
- f o a cco mp te sL J L o' :.
uss sos i el me s t a.
Jo in i2 fe 12" esb y 4L e a n el Keep feuw 5"
@ 'f k t.J Aa laaJe 2 (
- c R e l.
k l a c s'.s.
C h e els.
IS" 4*)v 4L e Well sy ** n mg S-o '
kom e' A* n de l Ly.
D esign a e c c.(.
006 o. ?. S $
see sLt.* 5 D th E.=
0. d* 5 g rw I t s 11. 4 2 5",
- I5 71 in k S e c el.
e4 :e.
- "f
- t. C o
,2
- 15 3.67' G28
w e ig h t D44 r
=
t)s SLS u o. 2 S e
su $
vs IU S u [ t 570 m,
los u s' uC3'*
I
(,,
M 4 S' *.s ILsS.tI to5 gg g
7g g g, L
2f p, g $
IS ~1 I
"~
~1 C L1 z 370 #
2 7 p s o' M 7,o. x.
k, 17 c.o S
- 2 '1 ts. C 2 S' uT '
~
fc.
.D 6 E Loads,
is*
pri
.[m s
- 2. 8 l.4o Su psi if 4 12 5 of.
s e a r,0 2 *7 s
Pt.'
d:
2.7
< l.40 4 S ys s e
- 12
- c. k.
L, "), c. c 4 ns te o ne 2
a cecolehee..
A CTION '
.S E E.
P m 'S o - 2 5 4,
mWA -G A Fort flX-
I a =: T-1
- ,='- //
- 0
> 2 =^
su 3 c: Tm GENERAL. COMPUTATION SHEET CALC st? NO agvl comee, l cwa a av f*E' (Fill B (j @e,=
4 F. P v
, / r.
s eess=mm F8*sk oaTE
- c4TE, 4.?e
- .T' n.,g or
,o,,
l cose#ANY 8"-
f f
$ 5I O UNf7/$
/
l Sattt I
or 3
i DATE DATE
' '. ' rJ
'
- A f
'1 - o t 'L susatc7 fone-r i
Wa ll Z t1 (In P, c vi el t 2 teel gse t Eng to y event loo.s e b locs :. is o n,
/a llin g on
- d. t r-
/ O C /:..
E cc G I.
0.LS9 OGE c.459 D6E (s e e sl e tV a i i
=
~'
94-el w e ll IGu Pe c < 3. 4 t
$ s s p.r r
=
e PA#
le t fsf t,J r
- o. 2 9
st!
g antuni at r u n-
,n 2-4*I'
~
- I*
Namt or venc comeAm C 8 ( L 65ED UNIT /$ l saart :.
or 3
su wger f o o r d e.,
i=. r d s.
,J
- > I
'O 9 52 n - e t t u
Af o il 2 o-coni.
7e
- 1. 2 6 e ".* S !C
- 6. O S#.
s.o9 e
ig !3 '.s 9' e so f #l, uf 4 of C e 4 ;.mg wl. of omates o 2
- la i I 7 **/,
on k If III *l 1 2 35's 275 k
v= sLes
. c.19 T,.,
L ~e A s r em A. 3o 7 helt H
f,orm A rs e menssol 5
To 19 Vs Eightk Edits
=
- 4. U o
o-6.05 0. 2 91
- o. *f.6*
.c I
c. it.
s.1
- u. u 4-0 L e w. Q L) $ e L" 6 h
- b e' *?
7"$ w esty L irel t ^ w * " $
snN et e v'
v u)atLe,"
a.t-ko1L e., al.t.
cup pesi ge.
wesel b e t sa r e ~,
r,s o e s,g l e :
s l
'TW 1 3
esa t l$.
Af 12" O.C.
".1 l
sv : s3 e C i,.
3" L
s 3'
~
w
\\
u de S u o o /,
fu Sy,
90 *l; n is M s Suo
, 1 375 s 12SS (g *
' 2' ' 3 2 l u *' li n
- r3
[, a 9 0 " e-214
- r 233 #/in 3
%y L"
seleL
/4 2794 # /in o.7o7wI s Zidoo f,,,ot )
233 d.A
=
=
og
},"
s.> eld,
j &
I :.
use o
C.
w
.-,-v
,e na,
- - - -, ~.,,
a
+ - - -
n--.,,,
a-,-,,
.-,-w w w
-w.-
-?5.* 7 - Cr P-M w i~ g.z e,
- 07 mee. U n GENERAL COMPUTATION SHEET CALC. SET NO.
mitad engineers ra m u.
i a consvuctors rc F IN AL
'.\\h asus er couenns C P! L E S E,,,P, yngy I
VOlO l
suscci rGen!
A uf L CIM C U w= t b $
SHEET S OF $
y J.O. 45 : 7-oEE "t
COMP BY CHK'D BY p]. d I l Z d.
C.e f N y
. i. f-Ckeer b es $ ;$
p.essu,e on S le c F p
,& 9 V
~
7g
,,7, 9
2*f.51
[ ^.*
"g DATE DATE e
'T T. <_.
l.
- o. 61 (N s IS t o s o. s 1 suit p.
.s, occo p; (p roo w,.c )
a Os I.25 Mt 52ao"* ({ wor ~n
.slee.t *I)
~
Cs is floos Md5 23 s
1415e A o.15$
C (o A 7 ) % (
O.I M
Cx ao.
191 sox (. :s" - I 2 5" ^
b
$200 2 40 6 2.5 K - So20.53M e
x - 3 x +
- 0. s 6s g so Ns 0.235 N o(.
c. 2 3 5 t 1. 2 5 e c. 3 0 looe t
c
[OS
,,,g" 7
e
780 7 * / - O F-M.,u F II J arv 9ere i
GENERAL. COMPUTATION SHEET egg. g na g y,,
m,,
MNE3 Patues i
/r # U
.vi o
n.
Dart on
' NAast OF e e 1. e T 3
.. ' IP r k
l C0ewaavy C C L
UNIT /5 3 l
,,cg7 g,
\\
[
DATE DATI g f g a rw er 6 pt m.t w. * ! a wA LL:
go as.=.
ei7
- ~
n! 0
- l 2b Y,n e t d
I o+I y S t.(
Dw C.
F. 9 2 o *7 5 t
W.r s L 4 $ L **It" W e 't ! c. )
Wo li es S.t L s Du.k
.M t 34 * "L e e n (g d,
I LI 33'
- t. G [
1.f' Ho**
s.'. e a e! s,e * * " o ll y s
r.67' S.2" (ces eJo 't b e hov:et He. ;s e* 4 l spom s
co r, 3id e.
sengte g"
wy(ke _
445l!,
sa s 9 6 !s f Ps c.c o o ksf [
(see.sl 6. *r)
- s l
l Pt
- 0. ec e k&S t s.67' (s 25.4 cps.
o.cJC
.s t e
=
l l.a qu e,rg sp~ r s A a
a
- n. o e.s
- e. ser it. ;g y s D.c95 s2s.G Ps
- o. o s s s e s 2 8 3 c f2
=
fri,s C $95 s 25.6 r 25.6 efs Ps o. e sq see l'o c es, Co my d t.
f wirs to u.l 2,
2 */. ob G H 1, DGC der d-
- c. 2 4
- c. u E s t,go'. g.g es s,,a3 m c o ccel.
- c. s =
- c. s o su se'. a s o,z sw was
.-.c
> ts ig e a rc e.t o_.
A
- o. s.n.
o.oS s o s1 ose s
s 0.srs.*o.s*
o.of s
o.50
-pos
- s perLl.
wa 4i o s
- o. G *
- t. S A
- o. s a. S Pif e
w y
Wfya
- c. 3 % s 44 T. 4 7 s 244 s.L s 13 3 s 4ev
,m 2
m=
264*s I 4 '1
, 2. $ s ' "
s sv
{s y, o.u o
/m,
223
. Is s 3. s t 3,ps; 4
73
,.w.
~
uu3 e H1 c.n.
bs Y,.
- o. o s v,
s s s*
I. 5 ?si
- 1. 6 C s t *,.
c.
u So, :SG
{s g. O 31 s
- t. 5 9 s to s ' & S2S g
g.
fr s
So f*'
4
'I t
- e. K.
~s.
- 2. u 4 s I. S ~ D.59 2 u y s s' s
=o.035 s
?A
+
_. ~. ---,_,,. --,
T $ 5'I ~ I - $s P. //. ',!.)- D Q~ ?
I' yam GENERAL COMPtJT*'nON SMEET CALC. SET NO Wy' cou, e, j cun D ev ANE1 l
5 t' U CR ree.at DaTE Datt
- o'**4*
J
'J NAtst OF voio GDes#CNV E D f
L UNIT /5 I
satti
?
or 5I D
sus)Er C f e e'e 4 A t96 -
a* d r w.~ w s 4 t t.,
Jo45./-o$i
&___O I l tb L)e E 4
- t C e I 't.
M *f -
C'e n s iel o s I2 Wy 4Le u
est
)'
~s 15 *11 ie eas ru u Ps C.ocoso: L tsee s i,
- e :
Ps C. o o o s o s, s. 4,1. u o.o:s sec. -
u u e rs
> s a e r r.
{w s o st r e c.t sy s sed 8.095 a. E 9 5' e
-o
[s. ;g ; e
- 1. 0 4f s u u e u t.it cre Ps o.o sec lmw
- c. S MS 9 au e 3 4.s t cps
==*
P ' O. o tS s e e.
o Ts e r.,
ce ref'stT es psie e d a,
r 2 */. DOC 4/ DDL Os e tt s
o. 7, q o. st =f gg. g o ps. 2 o f.
- 6. s.s E e s p e r i t.
O te t t-9 o 3I o.50 EL So N.s of Lw R e s po+ 2 6.
Deseje ste el oc g s
- e. g o
- t. e 5
,% te.
.t u s e) c. Lo q
(
s: nee f r ss
)
DSE o
OtrCl
=r e.D e s
- '"9
- 8. 6 S c' S o
.l t $ $ *' e AsV e
Wys e. J o s lu 4 s S.G7 3 ~1 f
'n e
s 2.
M1 s 275 %
8 G7 M o d 'ns T'
- IS *#
b h ' ** *"
(,,,
. tS fsi e vs
- o. x.
0 5.'79 J'.
IS l'
- s. u p, M. o. o 3 fsi a ur oa
- 11. 6 3 $ <L l's-
"9 fo D&G H
3, 4 125 c _. M ke
/,,,, IS < LGS
. so psi
- s o. z u c.
o g s-it' 7,. s p s ; e
=r :
p.n.
3)
- p. g g 9 s
- t. 4
- e I. G 3 s
~~~
=r 1.
(A ' o f f is e cc e f e ls t e it s pas new e
e' 4 e, e' es i
CbcCA in f o c e
.s k e e,
S isain c*.lfe,la l
takeII ns co e fier l.
on see 2 Leaf.e30 a
=
Q ? *. '1
? - (p 9 - f.' ',)J. CL - 5 II en nsv me GENERAL. COMPUTATION SHEET CALC SET NC
'etv{ coup Oy CMC Of UND f
f, o o it g
Muu FleeAL DATE DATE set.Iec
~
.'s Natag or voto l
Cote #'.NY C
8 L UNIT /5 I
satti 9 or 3' JC 4C2"i ett
_SUEJECT l_6 5*eT
- G SLD6 _ m *
- e c c., wp LL T Woff 2 b - ce n t.
Lle : t
- I aly CNeth
$Nted en Co ll e ~,j o e' e t.s.
~
He se is s&
1 h i c W.
- #. 3' s M3 s.'
Is 8E'34 414, 65 4 J c' wt
- Juu
- /.' e s 34 l 'L IL
I' f 3d '
E
'o #
Pe i s 33 8 c's >35c*s 3
c.Oc71 sec.
- 3E65 8 2 2
- ee e u g, g,g g, P e, io al s p,e o el is o Ars
-~ f. I 'L P
c.9ss.n o.co,1
=
- o. cogs s e c.
=
Ps
- f. I 2 1 c.0072 o.co8 see.
hem c o m p Lt.'t e w p e% Ved.r,
1 */, 08C 4 */. DSE o c e e l.
- c. % A o.47 sL.1o s sa oK M s wesp. eat 3
a e re t.
s O. S t 0 50 gs so' Ew og us e e s ya m m e.
D e s ieg m a c e s.t.
e0G O 50
=
o. u nt D esign o ec el.
D 6E. O "9
~
O. S o e t, e
a 43 p s
- o. S c.n M S L n
- 8. f.7 S42.
e R, v
e at t u sq e
ms 11 2 ss "
Sf7, s2fg#*
l E
,e
[.n 8213 s l 'L s IS 75 o
g, p,
g f,g,-
,, o g s
u s. 45 6 t
s.3 o o.o3
- 542,
__ s
- 1. 3 a 4.
M7 c.k.
g.
..a is s
u 34 SLee-s t.r e.r s s e cello-.Jo i n t-2 ps.'
s, s I. S.s I. s e 4 2 of a
b.
t
- o. t r C.
8 "N
s f o *r D6[
L. c ael 1,
$m s 1.frS u 6 yse e R.9 d.
IS C
- o. k.
s 3 a' s 2.8 f *
vs 3.43 u 71.
- k.
f s
- 1. 4 S n 1
t 3.3 Ps n' e l i.
O.K.
g g : *13. 3, o. : g L
D E** " -[- $ >".[.i*.*.'- 0 1-~~
t&
7,,
GENERAL COMPUTATION SHEET CALC stT NO.
l sty l 00mm av l Csec ev BJwEl g
M'Euu l
gpg
========@
o l
DATE DATE NA tor voso l
'#'T'#E#
CO*47Assy e
o e
L UNIT /s I i satr7 1C or 3i Jo suaar:7 d E *' t e d 61 e6 - *se***~
we L t r 05
- 7. a!7 w o ll S
EL. 20 - O f e l O w C s. -
r - 12,5 f.sto7c Llett
- I Is. u t s to. o* H s sz ~~l. ; c t (u. E a.riket 1
~
Umii
- s I s '- u" c s so '-o' N s 3: v4 cc A (i.$ s.Jy d e f,. :.. #2" w 4 e j One way is c h. v i..
ve,4ien t
.s p e e.
an e.,,,uggl)
- Cocsele, s w,q t h e. -
( : < s.o u s l e s se A 4 cs Ps
- c. c o o k & S s lo'
/s
- 18. 5 cps s
- o. o k S S s e e
/ e ns u r e e.y w o m e t.
e D.c45 ~ c.t95 l
fu; y,
- l. 0 45, s '. S 25.5 c9s
)* e o. o u s e e.
f,,,,,,,,
- a. r45 s s s. 5 i
- 14. 2 ers Ps o.c5: see Im o m co m fa s4 f c =
p s i m f o u.1 J C O G 2 7.
DSG 4 */.
OtrU O.3 c o.k A Lt.to G.w,eteemse ts e t t.l O. 3 %
- 0. S t AL S o L. a m e s.e * *- s e D es Ete A ce st oo 6 e
- o. 50 s I. oS s c.33 986 e
- o. 5D n I.oK s
- c. $ 3 s ergi.., 44;,,
- e. g s _ t. G o.53
!s o e
VJp O. 33 5 44 s 10
- 31*1
- Ifq
- 8. s v w
o S tl 4. an in s SIT s to c 8
o L
uo
[r I 4 S * '8 II
- I*I' d4 i p!t 4
- 76 o
E*
- 0. 5 F uu3 Vs 95 9 **
- t. 9 4 y s e' 4
M9 ck.
k
,. 1 pt, o. o s4 c.
9.625 s 1%
"T fo,
D$E, C
O.51 g,
(,,,
e 4e s
.I. 4 o
&& p2; 4.
I15 o.K.
e.
12g s
Os 3.74s
- f. 40
- 2.90 4-7%
- 0. K.
b, 0 04 C'
'7 s C o n s E ) t *r i 2.
ge> ~l ikt
. se Ps!
t Zt 8 5 'i l se M: luu Ps o. c o o s o,. t.
(. sea skt *)
P:
- o. c o c 3 o 2 5 /o' 5 3.
c e s.
~
s
- o. o 3 see
/
e
. d~ ~~ =
- _". :. t.!, *, I) - R=5 S*
7 ara 9m GENERAL. COMPUTATION SHEET CALC SET NO l sty' Come tv ll Cnc bY (ND NUM l
App FmL X' pan,,. r o4Ts u
n NAt4E OF VCdC l }
C00sPONY d P UNIT /5 I-3MttT f Or s'
L A$
Cti
\\ SUSJECT # f.* f
- 1' A
$LDC =
!Y' A 3 o kt C s4 W A L. S. $
=
kJ o f f 5 co ci.
1( ~ e n a m e~t s p e a el I. o 9 5 o. 9 *t i s
(L,, y 3}
3 6.5 e t 1
- f. o M3 5
--~*
P s c.C'9 sec s
(s,"
o.t9 si?
e 29 8 ces Ps c.c3U set.
s In a m Ce my adon y,lrn tou l.:
z '/. as E M */. OSE A er tl -
e
- o. S o
- 0. k $
&L to E-W espe-se 1
- c. Se o.S o iL So 5-Q n espon s L D e s ieg e, t1 e t ti o.30 % 0.05 e
O. S1 c6&
e C. M tf < !. c5 s O.32.
DGG e
- 81
- l. 6 &
tic e tl.
.rafis s
o.32.
Wps 0 5 % < I u s.e s 10' ad d s * <{s 23t e
s V rn s 8441 4. l2 396'*
e Eb L
o's a
[m s
674 < !1 s 3.10 24 psi
/.
15
- c. K 2'
gg '
l$ 71
- 1. 4 4 y s e aur
- o. g h,
$-O cu 9: _
2 30 -
s c-ur II. 4151 (%
fo~
DSE L o s/s.
Ps<
us
[,,,
J.435 24
- #3 as a t-1TS O.K.
bs o"s s 0a" s.
es*.
- 2. 'i y s i e 91 o.K b
2.9
- a. c u 9s
- i. 4 4 s t. G S v
c,
- e 72.
tH o l t is tsceep4elete As y e, r, c ea esi le,,o.
cLeen Z a, pa.,, e
.s k e e.,
s 4.,s i n.
c.,ce4 ;c e
.a v,,1 ee,, C n e at wet
- 3' M-S a
tN o le is e K see s h eet 30
--w
.+-----g
--,e m
m -
--,y
-yw
0 2. -
si ser sev tm GENERAL COMPUTATION SHEET CC SET NO etV Cosep BY CM C SY i
NO W
b f P '. i
- - - ~
x, un l
NAME OF V080 l
- 1. r t o COMPAN7 C D E L UNfyjg
- 1. -
swcrt i 2.
or 3 :
JO A S '4 ~' - # T. T SusJECT E4etas 6ted _ onAseu#v wAu.
s )o lt 2
coe i.
Chee.
W h ee n in collo w J a h rs _
us e t t si t h,' n r
3 oc r e s t 2, 3, m f.,,,
6
!=
82 ' 3 2 52 14S in, oJ : su o n
3_t s as u os os 9,
.L.
f 3 1. n It o '
O. o lo t see e f s A 1. 6 c as 35 c'a s
8 6' f 15 6 e s so ***
- 5 2 76 5 Pe,ies sp,ee )
y
- o. A o s a. s 1.
P
- o. o r o t, o.AIS
=
u,.
o.on see.
P,,,9 5 g
I. s s s O.o r e t
- o. o s t sec.
eteref.
4, e m ca m p s t e.
p,;n ted.s.
t */. c0C H X DS E QL.
2 c,. o
- c. L R O. M 9 5. uJ w t2 pe ns &
E L.
S a ' - o*
O. S i o.go
&. s.J wespen s t D4Jign act c f.
OSK e o.3e oc/
08a e O. M y seeet.
,0 f.; o r o.g I. 6 3 o.Se o o' s II C s.*
n 1.
546
- s** w s c.so13Eu
.s Rs v e
a 1
t%1 s le $ S * < to' 14640'
- Y on
$m s l4 at o
=L 11 s I &
S. 5 p s s.
d.
40 ysE c. k.
32743 19. _
C7&*
- l. S y t e'
- k '7 O.R.
It s 3 1-1.1 s '**
s k ee =s
.s t n e s s in co ll a.* J o i n t u t, w I. 5 E.C s
a 1 o
n.
~
- .tr
<s
, o. - t 5" o
- DBE Lo nnLE, b
Ps.
P2; f,, s.
I. G 3 m s.5 s 13 9
, g.,
,_g
- 1. G s ' l. S !'
2. 64 ts; < 11 c. M..
11 s s,.
- s. 4 s 2.
sPs i,
- 3. v f, e' < es
- o. x g
s.r., c, 3,
,. s 72
.--e
- r ~ ' g 7 - I i:. C c'].- i; s1 O ag e m GENERAL COMPUTATION SHEET cAcc. stT No incvl come e, ca o av
""E' UYtMj I
A /I's "
senewmar @ sew o
FM M
04T1 CATE uArt or vao g
10 10-u a -
co WANY CP 4 Z.
/ 'F-uNms swtrt /3 or 3r
, sunxcr PEacre e Acit z ing up snsioy gargis JD ? 5 2'7-e & E WALL Eb UNtr 91 $$2 REffPENLZ DMG E= /20 75, t= =2500/
L= L EA/G TH : 5'-t
h ME/6M 7 : q/. g !'
E 4 2 0 '- C
t/Mr7 L = 4 wy 7 arc $ 6 = 5 z " vuorg: z Wr 7 Hrs @ /2"1 o^'f YT"A 5 0 = ' 2 fract nel t/ct.e Hr: uCL Aar ucr Pos!7tyt'LY CC"NAC7G.D Yo GZ 7kC/L,
ACCVMC EHH W7 7kJ 4 1 ao M /N D/ Vy s un & d'll
.H -
45
,,g y 77,3 NAa sN # u p n ko M oy m u r 4
S.og R'AL L ConsrA VCTEb 05 $7er' 415/CMT So4/D B4ceses (164 PCC) l
?
A44 Coff?
5/L4.Eb McATA?/2 LA/AS/MFedt"f'b W ALLS CA'I'are fin $tE 8 " Wy'7/i's I : l/Er 7 C?5I d
-. 4.c 5 su NT = /us._E - y psp.,C,;, g.e;,,
/L 4
P = Pfti o D of WAtL P = Q oif*
_ a x (6 /> '
- .,, o, 2_
f,,,
fZf p.37 3gg,,j 3 y pg gogpC
~~
f 2 f & L/ E N C Y.: 83 g*,*j
> s s c.? 5
,C'A S Guf NC Y fPt EMp
/* C 95
- 0*895 f!W
==~ /* C O Cx $3
=
T/ CPS P = 0 0/of
,l/5W w C.C*.t"X S S ' = 74 Cs*C h := 0 0 /.!iif fReM
{pprPV74A ORIN7 Oof" J
08 E 2 j'o DB& 4 l/,,
)7ccM C.3 /
g.50 2 4 5 0 - 0 N -C A f1 N**E.
- c. 2 7
- 0. L{ 2 & L. Z o '- o' H. s supean DES //N
/) cc h O. 44 (D G E)
DEC/G^t s9 C C%
0 29 (O B E)
=
O'"S A A T/0 I. S 9 o.24 WN = 0 2 4] e 9 6 X 5 02 = /H2 # s.!- s 16 = ll 71 2.
NM76N7
=~ / A 2.Y Se o f, q p /;*'
5
~
=
7 ~-
5x,,,,
9dT-l- 6?,C.8/-07_ ~
GENERAL COMPUTATION SHEET CALC. 3ET NO legvl Come av l Ca C BY UE' '
M l
P. &s 24)
~.
xi ou l
/o-I* Fo NArt or voo l COM7 ANT _ [ M g[
UNIT /5 /> 2-wtti I LI or Sl
~ sue >E:r N f H 7! P 2 VIL Pl!'G Mo*!oN2Y WBJlC ***EC'-OfS
~
y,o.cig_
wm s b CoAiriAsurh f
& = : 1; care =,
}m TO X /2 x 3' 2/.: 9 50 PSt L.75 PS: { l'5~ 5 o =/.sr50 x 75 E5)
=
M Sta rts so s t s u e s. T o Jri u -
r l) ;
= 0 7S psi l',..d 7 O k.
(f./ [ m A.7) t
.. n '...,7 Z'
j'w ::- /g zo psi ur F*C E DSE gg.
{,,q. c. I 1 hm=93 t / S4= IS Psi t' l2 5)~;i ct( " 5 /z rso = / 2Shrt)
U = c 7 E x l.s 9 =. i. 2 4,p.z ;,,, 7,,,
[j., q,,,, y 2.)
- e.ot bn
':,.1.2 s o. o s 1 co ur - /r 1647 9%
CHECA-
/2 " W >' 7HE Z = !' ' /' ' 3= /5 7/ sH4 n'r:/++.xg s ig s p
/2 p =,Q / ^:'l*
l,l2. x 5
o.co 7s o
i nic a E y
/ 77
,7sxi!2eocos.tB6
~~
1 FffeufMCJ :
/co-)$ : pgg
}~R.E $l/fMC Y SPRE4.D
/o95 08*S" fdt
=
/ 69 5 X)2s = /40 p.::: 0 007/
} ow
- 0 60CX /7.6
- //5 p: 0 0086 from com purie.
pawr o v7s 08 5 2 t,'
.pB E 4j,'
pcer o.31, p.50 ft. Sc 'e" lL/-s. w+we O 27
- c. H 2 L L. So'. o rJ - s R.is Po ws t
}0E- -
0"'
R4 r/C
= _GSE 0 29 I. 5 9 DB2 40fD S
~
E= b W ' T 5 LJM = p. 2 9 x /p p g.o$ = 11 : #
(125.+
A = V * 'C'*
'J
- o. t x t.54: s.1t_<_72 p::
Non/EN T
= 2111 3 5 : /35 'f4 s
6 = 4 :e, o. e s h e.,g s o.C S fm
_/3 f fl*2. X f. f i
/57/
2*
T"-l-b' Q"'. o. ot '= i,.gn x 12 = o 8 ol'ri(4 7Ps: le ir ce N o!C Mei~ O' e's' pg
1r c1g.s-t
,.c. r.
'.' =
GENERAL. COMPUTATION SHEET CALC. SET No.
.ety come av l Cao 8v BND aaum j
- p. 4,fe :
e, xi on
.=
' e - 7'-* *
,,ct o,
.o i
Compawy 8 8
UNIT /5 /> E
- suanciEfAC70R E Ull b'NG MD.TOHb' Y WI)it.
'* 15 2 - CE E
}Mczi 5h 4 ton 7/A/UE.D C M en~
SMEAR Mr CCL4/2
,/C/N 75 -
~7H/Crivf.c:
OA~
h/As t. : 2L $"
W.-
E:
/2 x.3 2 2 32yggtijf wt ; 2 64xf44 = 2R 32%
/ '-
/ 2.
p = TTZ lEIf WL"
.l 7xx Gt4
~ /*5'7 Qg., rpo poo x 32 75g
= 0'00 28 Fe r ationic y 357 fafoufarf SPtfo
/* C TS ---* C * $ df Ni}A
= /* d 9fx 3 57
= 39/ Sps
/ =. O.o c 2 5 fac flow
=. s* B ?rx 35 7
= 3/1 CPS p = 0 003 / SSc r=ro/>r totir24/75e PL/HTetIff o B E 2 */s DBE A?s Acch 0*3 /
0 59 E:. 50-C N s. nn ;
o 27 C. 41 44 t o'- o
- a.s Ads.*,m L y
D ES/S e agec* =0 19 iob1) piusW A fr * = 0
- 4 4[ D A f;)
l
/A rto = D GE 0 44
~
- 1.S4 06K O. 2 cy 3 8 5 g o. -19 x 5. o g : s e u /s A = l/ = 1 E = N-n'k =
.Neinfair = 5 u x S 0.8 3 5 g 's 3
f E
.h,
=
3 5 2x !2.-x f(,
l 2o Hz < 7s pu
,3g y gg V=
- S*
0.*13,( 4 7 p n
=
32,o2 fn,=
2. o x n. s g 3.1 4 h r bs?
/v = o. 75 < I.se I. 2
- 4. 7 z h sz hwu.
i.c
.o e Asiare nisi.i < ev. 22.ui- --
l
l
- p. _
9 V ? - s - G.P. et.u. c 2.- ?~
GENERAL. COMPUTATION SHEET CALC.SE' NO aty come av CME: Sv l
FUND g
- Rtuu l
- l. 71 Ap,)
- [
~~
,=
>c on on IC. To to stl'* ~~
- h. R I/.
g, unrrs b 2, comeam sacrt /4 or3/
SugJt $ NEAT *7 O R B L!ll b/'J6 MASON 9 Y WALL
?$2'I*0$$
WALL &b 4ll*0N 7/A/VE.D CNECk
$M!$3 EOR cot.LAR JO/A/ 75 08 f J. 4 AD
$NdeA
$742J.C at /. SXD.~7.7 :: //
psr d 6 Psr M.
$g l* l
/
G./ 4 8
Fog DBE L e A.D
$NEAS SIRS 2X ; /. 59 y /./ =: /. 7C h.ft d /2 f.fZ Ck Afg :.!.:25 g 0 */4 C
/2 MEMcf 7pf WA44 jg pk F0A
/V_fW t>r.r/ css cs/rsts4 CNit:"AC'
/*CA
/AFPC MA/E SNfMk. STA.A/M h!AL.4
/N E4s7. NEET D/Azcr/CA/
Na t.L
/s OK
.,$~EE S/f7 Afd - 2 0 e
l I
l ci'm 6 P-rt..r o. m 2. - +
i met stv ins GENERAL COMPUTATION SHEET CAL: SET No laty coup av l cuo 87
'LINE) g Ntuu l l
R90 ct:
- -=
un.su yt ure ure se t_se lFe.
e is.e:
\\
NAME OF WOla i
COM P '.N Y O M
$L UNIT /$ I **-
- SMEE, i ~7 OF 3'
t Dart DATE J"
- S 7-OSE sua;E:
'd efe't
^'Do
<"esove-we c k s W oII:
&a b
.i, c o m :1 s IIz'wv4-c.~r]
8 '- o
- H < 3 '- o r h i c k (3 - 2 "wv 4L es t wolls Ga, b S'- c' L 1
(3-11' w,1 4Les, '.
ve;<
- )
w es t s 4c C'-o" L n c '- u " W < u' o'* rk;ek (6-s w,1 sac s - ve;'
- t
~
)
4-11" u.o, 4L e s u ; < * :. )
sfoe hen:s-e t e st y S '- o" sp o-cao n es skoatel
,, g y
~
0 k t t **.
wn ile o. o e o u g g g.'
( s en s l. t.
- I )
u u s is ai 96 Psr p,
~
s
~
P:
C. co c uss (5 )
(* 25 c e s.
35ces.
s o. o11 see 4.< e m a e n e.1 spw eaal 1.o45 - c. 89 C
=
fy;3,, e i.e 4 5 < SS At cts e
P s
- o. c li Se c.
=
/
o.$4s 1 S3
%s 74./. 5 c f J Ps
- o. o 8 3 s e c.
a c e ct.
-[, o,-
co rey a.t e,
y, sn Foa.l 2 2 */. c6E H J DS E EL. So
- c. 3 o
- c. 4 9 s us e.s y o n s e.
EL
$c' O. S $
O.$ 3 6-W
- s eg p om i t D es ig en a c e e).
00E s o. 5 T.
Com se,vot b s sieee s oates de l
Dos
- o. S'I n*!
ex t e
- al to CL so' e
a stet.
r ed.,; p o *a e
- 1. (, o a
=
O. 3.,
Ps F n
e s{
~7 *r,
94
-r.
S kJgs C. 3 2 1 R.V s t5 u s
=
IS k <.E.
q7 r,,
5 as fs f, = o. s (s
A"''3,
so psi
< 15 c. k.
aus 9"'Y
, p.8 ysi a
u ~1 c. It
- h., 0 fE. o. o I 7 tr s r.cs.s < n.
F" o-r D68 4.o a cl J
(,,fg '
E,,, s o 's
- 5 IG psi
< a25
- o. k.
I. 4 o
=
fs-
-c 7 ;.
c.k.
h, M, e.ois t? :
o.F
- l. 4
- f. 3 7si c
11.
-?f*: ' - I-6 ?-/t. w - 09.- ;~
mov ar7 cree GENERAL COMPUTATION SHEET CALC SET NO Wy} come ey j cu G et UNE' MUN l
5t!
ry g
~~
xt un
.r.
~~.
NAME OF wotD
-~
- CDe4ZNY f #
E L
UNIT /S IE sacrt te or 3t
'" 962' ~#EI sus;ECT f E d '~ e e 5t*d m A sa '#v a> 4 L t t v> o s':
(r 6 b
t C coed.
Check.
12" n).,q il e. -
I!
uke lu u Ps c Pso.cooso:
(see:Lt. * *. h
- s 1599 F-
- c. c o o s o t (S )'
i= 15 1. 6 e rs v 3 5 c e:
c. c o 14 s e c.
s l
T s e A u r e e.1
.s p w e e at.
f.c45 c.E95
- = -
e 1
(;,, ;y.
- l. c4 5 m is t. 4 14 u e p s Ps o. 0 c ~1 se c.
e
-=
(g,w O. E95 s Is I. 4 t s ~1 9 e t 2 Pe o.o o SS stC.
=
O e e e.l.
[s o en to rn f u.i c s p ' n Pou.13 27.OSE
- / DSE E L.
So-c
- c. S o
- c. u 9 E-a
,espeese 2L.
5 0 '
c' O. 3 S 05S E - s~a n e s p o e s c.
( C*es ew ved ;ws )
D es i= + a cc el.
OS&s e3%
use.
- o. s o Sce gf
- m e.C o y, 0 58
- l. G o
- o. s 1.
Ps f 2So n.?-
W H s C. S L m ILJ M
< S s
!!S E Rs V L
z S a' ", J '
I so u ' '
m<
S
(,,,
s
'"'***S*
7 y s s'
< 75
- c. k ys s
- 0. I o e5 1e 11$ '
O.$ fse~
U "1
- c. k.
b, #b o 0. o '3.
C s
.c
- 2
't 18.625 Fo*
DGE co nds,
j',,,,
T s t. 4 125 psi j
In ys;
- c. c a]
z e
Ps i Vs
- o. S < I. f.,
=
I. S ps; < ~1 1 ps, b, 2, o. cog c.
- 1 3.
44 0 ii i.S d ectf oble l
02 f ew r, e s.)
e, s' 4 4, s en..
c k e e n.
s.> o t i s fa, In f r o n e ske+~
s1, a i e -
see r t.s in rl 5 of.iv e c4 s o m p ed.
es, e coe l* e e d.
usa li s O sr..
see 2 Leet a 30
.--.-.w,
.m
.------.a.
-~
...o a o..~..j-p >. y w. c 1..
e*~
w eso pers GENERAL. COMPUTATION SHEET M SET NO hty W8 Ev C'*K"D RY
'UNE)
PRtuu j
p", p9
.= g
.-. n s-a.Iyn NAME Olr WC40 L l o~
- COen9ANr C P $
L UNIT /s I "-
sattT l4 or 31 DATE DATE SUBJECT 5SA CYM A OLD0 --
MS**k' S'*
WALL
- O5 OY$
W e5 ! ' S G 4 6
- e.., 1.
S '. a,
Aos2 e e de l 8 v.
W as i f
$4 f a,.' e k.
spo n s c ? t e st
- shoo, co tia,
.to; e rs -
se 3
rr
' t,
- I
u a
It s at, us. sge ie sa s t u so
<3
<Rit
- s 2G o z.
~
so"
~
B:
P1 ls 414 cos >> s 3 L PS s
o.0 0 z u see
--e t.5'r,3ts
- itzc.ec 3 us.st 4 P a n ic al s p, e a al o.qus s.11 P
,s 0 473 % o.cosu e
- o. c o s's. s e e -
s t,.., u 1 12.
s o. co s a r o. o o 19 s e e.
s
$ c e ed.
f,o es comy>Jr, y, i n t o ss.t s.
1 7. O S E H i, D66 EL.
$O = a C. S o
- p. LS Q
$=W sesyge s &
EL.
to' - o
O. S 3 0 55 s. s.a waspons t D etE9m o cell-C6E
- c. 3 2 9 CGE 0.51q a
=
- c. S t d r e cl.
s eeb o s I* S 8
- 0. 5 %
a e
o e
692.
sks Su6 x
A. : V
- 4) u s O.32 1 USS 1 3 S
Me 641 s5 433,*
a S
l
- O l
f,,,
4&3
'* 12 s IS
- 7. psi 4
75 c _. m M&. 4 5 6 sut*
o,g pse id ea l : Q
- b t e.
4 ss, 16 o.E"*'.
I 2 4
5
- c. k.
6 o.ls
- s. 5 s c
To w DBC.
Erm P
2s I.So, 5.1
< s25-
- c. n 9s C.
1 s I. & s
- 1. 3 asE < 71 O.
K-5, I. 2
't 16e 2 ysi 4 12.
O K.
L 2.
0.97 s
I&
&[*. 7-l-G P-W,v i - ot-F tilt?? ety TM9
, GENERAL COMPUTATION SMEET CALC SET NO.
latvl come av Ca C sv
'LIND "tLN l
AeJ
~f g
~
FML XI Dan can o.1.!se
.-e, NAME OF
'080 l
COMPA!!Y c P I 1.
f 2-UNITS s.*Et?
2o or 3'
J 052"I* O$5 sueJECT f f A C ' e A 6LT6.
Me3seURu
- . @ L L 3
'y) e Il 6
C-c l. a e k,.
fo,
T~enss n.in ce ll * ~
3 * *' e Y s o
o Wa l s af ik 3c k.
.s pe c a S
o" He w izoaf ll y.
3 ter
- /.
u E
u s
- l..
Is
'S*"t 19054 le Qs IM U uae 396 m
e s 2.
G-f Ut 7e f
s o. a o l 8.r e c
./ e ??f cps >>2scPs-t K 7 f 3 E6 = rt ve *** < e sa sq s P e,.'e,I s yve o al e o,9os e I. l :.
%,,, s
- o. o o I E s 0 415 o.c o I6 s
%,y n a.aoI8 1 8.11 0 002o a c r e. l.
(, e en c o vv,p ai o n y, k V osa t 2,
1 1. o n t b 7. O S C EL.50' O. 5 o c.HA
& - s.J weapoes t E t.
g o'
- e. 3 2 o.55 4;..a vesy.. L Dc2 Egt o er Lt.
c6E s o3%$,
DG&
0.50y s
C er C( -
woe =
CQ R 4D
- 0. 3 %
a e
a y
(3 441 e R: V Wp s 0.32 s574 402 5
s 5 =
n' re Ms 921 T S 574 T
(m s
$ 9 4,4 11 5 ik I. S y s e
< 7g D. k..
luoS91 s
- S'
@ =
c. t p s e' tJ e9 ( : q e's, s c..
It u 49 F8i < s aJ f:
3e s.It s,.
i.5,
- o. t 3
- s. 2 s
c t
-r a., D o,._,
rs
- 2. u y s:
, _, i. 5 n
- 1. 6 e
< $ 15 og c.9 w
- l. 6 e
15 psi 9
4 7s
- o. x
,sE
- *. '1
- l. 4 1
p a
l '2-C. K S,
L 2
o*si
{s {s l
m
Si'O,"- / - 6,%. // L/. * - e "Z.- F 47 GENERA 1. COMPUTATION CHEET cAg; sg; t*O arv C0=* s' OC 8' st;'uNE)
'nt uu l
E/w/
- g rm Xi.
a,/ / *89 rt ars N.E C# /L
~
,UNrW5 /> 2 M
k
, yj sussecr P L A C 7D C *rn t bin' C MRM AfW i+'5L '-
- W#
WALL 8 c'd 6 b UA//7 #f d W 2 PEr Dh'&
tzo 7C" be'6 p g 7S-h/ALL.
/$
7 ' C " M X /2'-C" L x 4 ' o 7mCK (G WY7MES 4D & ") UA Y # l 7 '-o H X /2.c " L.
y 4.'-D ' 7 " If h*
f 4 WYTHES $ /2')' f./A!'I # 7-SsNCf MV4 7/PL.E Wr7Nfs ARA svor soc.s/7//fl Y Ley4ff cr~fD 70 68 TNft.
s9CSV M S E4fH WYTsVf A.,' AW /4th/// D Vs4L A46L h:
.~; / 7 7/ 5 Watt gypyj,p
$pgAt yff 7/ggs,y WALL COM$TRL/C'rdD Of ffg/ h!E'/dH7 SQL f.D 8LOCA.c(/44 Pese) 1944 l kft
,C/L L ED NCs&fA/Z.. OMRfsA/,ccRg*f.D fxpt.L c
Typt O McR7A A USA >
5 'w. a 5 c:o ~. i d"0Aff/Dft hNdif Bn/V7NJ By fxrAAN4*Tio#
N##'E^T 0F
/Nf t 7/A :::~ 7 = 12 2 7 6 2 r : 443
,y 4 p
/3
- Soo,ood p cz WT =
I44s,f:.94pss,e gwj,u P = f, /2g f. g-
= / 57 {3sixsoc.**gs43 1_,
axsf
,,,o 4g S FtfsurAtcy =,,,,',,, =
z3 Eff d uft./C Y C.Defd 3
/*C ff
--9 0 895
- //of = / 9 95'x 2 3
= zS C P.S P
0 0 4. $M
)$'*W s O e 8 99 x 23
= 2/ CPS Pa o. 048.src F / **'
Co Ms*!ffA
/ D M r 0 0 7.5" 0 8 6 2,%
DBE Afg' 19Cc" 0 30.
p..c g gi. 2 o '.o " E-wser.spoN.CE Ace" 032 p.307 pssoLp 1-w RfsPcNJa Artes &E A erM,7,ogg e.Se + 0 32.
n
,7,,, 9 3 2g [ca g) z.
A*'i2 466 /]ctQ 7,org 0 %
- O ' 70 7 p, 4 ff f'D 8 f )
b/3 E - _d**#C
% = c ?2s
~ _
x 9 6 x 7 = yig.,,,,,,, q,,_
ou C'D
__ / C M = 2/G4x 1 ifs Ifl.a g - -
4
-3 f:'. 7-l-G,7-ff.*.!) - O 'l ~ P
>t s r an,,,
CENERAL COMPUTATION SHEET CALC. SET NQ hetV C0up et ll CwC Of M
ML'*
l
/ /k/:/.*
s c
--~-
x Naut or va o
//
/-it-
- COMPANY UNIT /$ /> 2 sutET 2.2 or]/
SUEJECT PrD C 7tg Ruit basic Mp te gjo v watt
'O d527-Off Wail
&c h cmJ.!
TYrf OstetM Y e
fspr 3"
,==,, } f.7 ff ? y/g.7 PS! ( f.Q S o C l$*l I-To BEs a m l*O A
(ssep *If avevsereser/ car)
- 390 ***
- r -l0T'2-E I* 05 ##~'$= 0 ss 5 PJZ C/<
C-7
- f. j g Z:
7 42reis l-l ([w.s 2.fhu A =
- f. /.2gg = 0 0 AA c
FeR D8E
.t. oro.h l")
/ S.x 19 7.= 19. s. 4 S t
/>s2 et
-j = f* = c.s 5
=
2' =l'Sr11
= /. gs Psz 4 3s fs.t or t =38t:D =o.o 9-Ch'f4 W
/2" h!Y7WF g a,, M,,. c.0 7 a.rr Z=
12rti. 6 z r'3 3
=,5 7,fx/
/3-A'T = /4' *f,= /2 N/sw rmewess of West, = 4(o"
? = /. 7
= phg.7
-00%
Elf 386x 500 000 x!S71
['r 78' # f.7 =026 # 3#'7# 7 33 ####
FArqugwCy $ Pen st p f.o9s e o.B95 s
firjd
's /*o efx35 7/ z 39.o f" =
0 0 2 G "
flow
= 0 8 FS x 35 71.= 3 g,.
P=0 03/ SK A o me.
6/,.,+ r B,4/sv/4 OB 2 2*k DB E Af s4Ce*s C* 29 0*47 Ed. 2a Lo " (2-est RJc oc"SE)
Ace.m 9 '3(
0 s S~ 0 26 50 * * * {f-et R.cs!**ssf) sGr/Mgr spec k = 0 ~2 9' + 0 ' El
- . p. 5 p (CBf)
Z AY/-4435 4 crh = 0 *' 7 + 0
- 5"O- = 0. 985{DSE) 2
?
O
- A S S : /. G p NC " $8 f/O
=
:
oaf 0.y o W
- 0 3 0e /.*
- x 7 = gc3 *
,e, y ac ts/..r b Af = Sc.; xj = gg g g i
Y = 5'Gl
( As PSA FA6f /3 ar. bet P )
I or: - :- 5 =- i. u.i.
1- ;-
w..,,
GENERAL COMPUTATION SHEET 4tVl Cous gy cria; By I
CALC $ET N.w g
attuu j l g, gr4s,sp
'~s' %.
un un
/I-I-F #
+'r.*
NAME OF veio l
COu*AN7
[P W /-
~
UNITis /> 'Z >
ucrt 2 J or 7/
sue >E: PrA t re r Aun arsv6 M A.teda y oJ A u
'O $521
- 0S8 Won E o,b W
5=*#
'* ' N' : /2 4 is.7 sos: Ot.
$=
= #'N U
=
- j. o g 4 2S A r ett
.L = Y = 0' 00 IS S
// 6 t exta-C SS carce fet Dar f c A) l y'm.c /zox/ 6r =
If Ps? 4' 31 Ps.r CA.
) : y = g,gg L/ : / C' X /* 6I : /.7 Ps2 43 s scz Ok
.?, /1.=,, cz 4 ZS 14Mii is n ccfPTABLE JF.s PER /!EN DEC/8" CL/ 7EA/A l
CHECA-SHf4R *
/4/ 4*0L4se.2 JC/A/7f WAu ry/cs Ata.c c 4 '-o
I = 12 #ce "
i,ng,,,a ior = 1 0 x.o x.i = 45*/w a
/ Z-l2 p.
/ Q fzy =
f#9X8#
o.0067 SEC-h 3 g g y,,,_ggg.x goooop Frefwirrty.:,,l,y = 14-9 C P.C.
7 3 3 C '* S l
.f bres4'
/odf.S~ & 0 STE f #paresoff j
flow
= / 'd 9 5'x /4 9 :n. ' /63 C41 P = 0 0 C 6 /. Jk-N'f' = *
- 2 95Y I4 f.: /33 CPS P 0 ce75 Sff -
$~,/>v4r l+ro,,/owf/
Fra m cas 2;f Das 4%
,cg g r o.2sq
- 0. 4 / f 14 20 Lc " J-N sisma':t Act h o 304 0 446 ft. 50 LC " f*N*AB ^R 5
,=,=, p. 2 7 fG8f )
O' EO S '# '
AVEta$y
,4 [ g %
z.
0 #$,,, O. 4 g (D.5 E)
O'AS#l4 hvfAASG Aff i
l l
EA 7/o D 'S r -
= C
- A 8_, j, g g OBE 0 79f l
l ~* ~a 3.- * -
!. S :. f.
.s - c 2 - 7 m as. *g GENERAL. COMPUTATION CHEET gagg $g; gg g,gyg gn,,,,
g,g g, uuts g
==ru.
l l
E..:,gp; eg
- -~
r=
Xi un un
"~3 ~# #
mt or me i
COespANY CM
/-
UNIT /5 // 2 sarrt 2 4 or 3/
h PfAern
- Ptm Dwe MDSOUP Y WALL J o 7 5 2 7-C M
_ sunsc l?Ja!!. 2 c.. b ce,J.J.
WM = 0 29 x 3 7b 2 7 = l16* 26.
A: V z II'9 = $65 SA' 2
-: /023 %
/f0MdM7 s //69s $
ffg
= $
- 6 f SZ d /8 7 )ss ON O i.4 l
L4:
1 g,,f : /. 0 2 hs.t < 2G}nst M
EC.
l=0*O' Y=
=
DBE LORD
/me26s/.65 = 4 29 /S2 43/j SE ak
- b. = # * # * = O ' / 4 b
C.
al lf = /. 0 2 X /* d5 = /.6 8 5st d28 bsJ Vc = $ 2004
/
28 Cc :. t + t zo.~ rs see oss L.ona SNf4g
$72ffs, j.sy/.02.x l.$ 5 Z 6 hZi
'/C. = l;$I s o./
- s.
FOR DBE lCAD SNann CMES: : /.65xt.!3 m2 52,bs: d/2/J1 A/c = * * % = o. 21
/ 3-CH2CA fpR
/NPLAWS
$NfAR, STAA/A/
WALL
/N N.C b/A f C 7/d As C sA/fsA/g')
JVRLL
/3 Ok JEE
.Q17 //C 30 o
O e
S ? ' ~ l ~ & ?'" l l U ~ O 5
ser as, vne GENERAL COMPUTATION SHEET CA' 0. SCT NQ hatyl Conse 39 l Cown av h"
mu" ggad g
gcu
'c
}.
l0 ram DATE DATE esit elu
/e. o -
NAME Or yeio q
COMPANY f C C
~
UNIT /5 I. *2 sacrT 25 W 3'
SueJtci d E a e "' n*-
- LO? - ** w *' ~
we L ' ?
AI' V) ts l os IC b Z
lO C Rel O s.a C. -
45 2 7 l' = 12 0 7 4
\\
- r. 117 4 c..*:ee l c oles.
s kee.t *1s/Delt-A.s s u =~ e 4 kJ
( L.L 90mel e m el
$w ie d e'e +
b e ta e t e bleCK o o, 5.
ca s, c, e t e s t e in w.l' y, a
,l e s upp e-V o r 1Le 4ep of sa e ll s.
sa a l t s sy**
ve n 4 Ec o lly.
P,oPr fie.t
.I 2"
Hollo sa u m w e i e lo, e * *L c s o llt.
!?S ;e*
tss s 31 !s !
P s o.casi A4 5 (see 2 L t..* 7l Dele )
s L
8 o. o o o ;. 4 /, ( 4. 3 3 )
/. 3 5' E C P J.
>3$CF3 o.o:4 see
-e
( es,,, 4 5 ' 3 ' f. ru s' )
T, e g a e m e.1
.sp,e s el o.115
'b
r I. o (S ;p, 3 t.1 s I. o a
5 S. I ces Pe o.o 2 4 s e e.
4,,,.
3 f.1 s e."r 7f
.5 *. I e r s Ps 4..o33 se e.
- 27. 06 6 N y. P S G
& L. 3 o' e ttsl. t C So D. H $
f.
L.)
.r e s p o e s e do, a se II to e EL. to' oteet. s 0.18
- c. uu 14. s
.respe n s t
.fe, ua
- I n 10 0 Simer
%.s s na ll.s de n et se uyte n ex t*
Lt d LL., JZe c e t., / fee
, espe n s t.
cLeen th s.)e ll s fa, e.n aar.
. espo., s e in E - s*.I el; e.c 4 ; o m.
p We#
- o. 3 e s 32 s A S"
- As V 9.33 90
'8 I
s (70 x 43s*
105'*
rus*
tv1 s u n e w e. c se e,t 4
m, s e
t
[m I# S
**'I' 13 pse
.c 35 c.k.
s O. $'s, n
e ass Cs
- e
.5 psi
_5
- c. 0 6 47 0;,K.
y, #7 e
s 7y #2 v I 37f f o.,
D8K L o es M 3 D et gl.
w&o Of, g, g o s
e So PsE b.,
I! -
- 0. S" o 4,,. s 13 m
- 1. 6 ygi t
N 'L O.K.
e 1 s
- l at Ps'.
L 5
9s I.4 s 3 5 yse c.
72
- 0. k.
=
- s -.
- o. o *1 C.
72.
4*dellJ 4%, 0 6 f t tP o Ir I t i
ed yo etM c., e' 4 0, t' 6 n
Chern in plem e
.s h c o.,
s t. s,,
e s i d e, s'en.-
s Is ' e l t 10 b --
in E - es.D e45,e c4 ;en O.K d420 l8 le* C -
an rV - S t{ l t ei i, e. ca nlvse,.L o}.
.l e e sLeeF *30
dT6 Z 7 6 P-Mw - c2.- m-met sta 9%
GENERAL. ChMPUTAYlON SHEET CALC SET NC hty come av i cac et DE' g
'ELfw I
fav
.g 0
a.--new.
[!
'"L Daft oatt
l# E^
d '
NAast or voc l
C0e**A3 e D k L UNIT /5 1 7.
SwEtt 24 or 3t
- 0 4 5 0 * # E I Sua)ECT E l a8 '* * - **
't *o
- m e e - x' # ~
ta e t t ?
i y) 0 81 12 p.
AL.
to. c' At 5 De>$.
A!29= C*
12 9 b s so ft is u n w e ; m dow c e 4 See}
L e s es es Q WL. u s - k" D i,, r..g,'s ~ s s t '. k
- L % t t'- k ' y s s ' h e l tos.a 6socns e.Jost S
2 o '. u "
- 1. ~13
.o
- s. 5
- i s
I t '- b
4Je f f s Ps w e ee,;scadc li y.
W o l' y n o p e n 44 C tee sLr a l'1 l D e l s Z s S HI le as 31 P2 F Pso.conseCL'
- s O. coo s of (ot. E b)
.{ s 18. 6 c P s n c.c M 4 seg (v c a u r n c.r
- maga
- 1. o -* o. "1 "t s
[s., y s
- o<
S I. 4 s
10.4 c P2 P s c.e44 ses.
,'s,,
- 0. 9 7 3 m 18.6 s
I 6. 7 CF2
-e Ps
- 0. c 4 ses-a c ret.
/s e ce,vi pu l a, f,;n tosa b.c,
17.e&s N /. DSL Et.
Lo o.24 o.46 N.s
- cse aJe tL.
S a'
- c. s S o.53 as
, e s po.m s t..
pasij n acec(\\
oa6
- .8 9 * # 8 S
- s. of
- c. 3 5
=
- g s.
p6se
- 0. uc.s o. 5 s, s. o f s o.51 2
,uo
,,2,, e -
,.s.
(
-,*,'; l.,',
a s )
o.33 ps t a
e e
gn.) g s e. 3 3 It 31.
- It 3 5 s I.3 o s {
- 45 A
t.
V m.
I s o *.a 12 11 zoo'*
se t.
2 -r
[e,, s 20o =* I s.
3.80 27 ys;
- d. So c.n.
s - s o.S u S*
34:
9s is*
1 ps 4
ur o
M.
k, I - o. o u
~
21 It s I.375" 5' o < D8&
Loce d 3 93*.
M.) I3*.
4S
[en s
v 17 as
). 6 I
- 4 S4 C. k..
2 S"""y Ve 1
- Igg, 3, g p3 ig
,g p, g,
b 53 Ps'
, g,,,y c
11 CT$ eme'e.
W a* l l is
$tetf *$lt 62
,9 t
- n t s-J S
l
_ _ _ _.. _ ~,.. _ _.. - _ _ _ _,
.~.
~
'O
.2917 1-G P. W.W -ot. 7 sort arv tas GENERAL COMPUTATION SHEET CALC SE* NQ.
arvl Coup av Cner0 87 0
NArt Or voto l
scia 'rs CowPANY f 9
.t L UN'T/5 81 SartT
- /
or 3s susJtc7 Al d eS #
FLOM -
"5 4 2 e ' e v w4tti JO 45 i* #1I W48fI I 7. e
&L, S M - c" i f f. 2:s.) d.. 4 5 : 7. F.1: *73.
u n v e ie le s t. e).
ben) b e ts ve es
& E L. 91' k
W e t'
- s Wo le gi sm o sio s J I C'. k
- Lu 20' 4" H 2 " b e lle sa blocKZ H
t e '. 4
- 1 06 >
- l. 5
- s to ' u
s,p a gg spans h,, ;go,4, t ).7 W e ll f, p e,1.' c. J se e
.s h t. se i: loele.
~s S u n in*
We 3: Psf P'
- o. c o o S o S L Ps c. c o co s o g ( s o. s s )
[ s 5 0. 5 e P 2.
o.oSS see e
( s e q u e e r.f
.v s e g 4 e
lD
.e-e. *17 5
[A;gg y
l.C 4 30.3 s
3 o. 3 c8s
- =*
P s o. o s s s e e.
(s,w r
- o. *T'r 5 s so.S s
2 S. f cps
+
Pn C. O U *L sec.
tL ee e.{.
fue en com paie, p.,;mto d 1 2 /. OSE
- 47. DSC
&L, 5 e '. o '
O. S 1
- c. $ #
M.2 mesy,ese EL-Sa'.o~
c.HI c. & &-
>J. s w a s p o e s t..
D e s ig e accet o6 6 s 0.91* a.u e
- s. o ; s o. s t 1.
DSE e C: 5 0 s o. 4 4, r, og
, e.gr a ce ct
,a lle,
O:.f.I
- s. 6 s
- o. s t '
se a
= 124
% l-wu* o.3 s s 3 2 s so. 3 5 t 43 s A5 V s
t e
M 12 6 *
- 10. 3 5 p g 3
or 'l*II',
i,., s l'3 5
fs Us
- o. 4 o
- t. t psi 4 So c.x.
sun U=
SE" 2 psi
& M ~1 0.h b,
},,.
0.00 s
s 2 s83ss.875 u ~t
~
T**
D66
- LomMJ, l
[,,,,
s 22 IJ' a
- f. 4 I 3& psi
./ $u o. It.
3:
s s
8 43 e
c.
Su f#
%r s 2
~t I. d e b. '2. Jos e d
- r 1 0
K.
b, E$, o. o h o
~
=r s ta) e l l is o c e epie!. It ess few s, e s,.)
e,'h,s e
_v._
-.,y
-,,.,~,w.
--,.m..
1
=,
~
cy5 7 ~7. I - (,.~- p..)>. p 2,
,=
GENERAI COMPUTATION SMEET CALC SCT NO hgv Com8 97 CM8CD ST UNE)
N k"8 0
PU
.-=
rt=AL
)(f
. oat.t,.1 ro oatt NAMEOr oc Com*A8p e C f L
UNIT /5 i O
& 3 DATE DATI su gg3 fE e ~e ;
e, t 3 f - m e s e.* P v WALL
- so oe=1
- ii v ' t3 l ' I1 C SL. 50' E. L. E V A To o".
st! A C 7" A t4 O c4 C.C f=1173 l'
820*13 0, n e n a l esleJ by D o l f.
Jkeet - 3 ':.
33.54 1 It M. S "' o, c. - H e Is scora e
Secel kroms owe o i l.y.
Wa ll f* ore,f'cJ (S
H o llo s.s is le c. 2.
s.a s i l )
u Ws os. 2 o f,,
tsee 2 Lect
- s t / De ls )
c, < I" 5 n
2 3
S 4 ~ ~l. & 1 f us<a sis I s o S,,'
conen: s o. )Z e.
w s
.J s2
..g s
- o fe ft s o ;el d k
= IdoS 5 k s. t i e"),, s
/
H. f. 7
'/ /
.y S**
15.S %
- .OoO. *
- O. p ts e iMM ($ )
$9 y y
356
- 8.128.00** 3 *' 5. 8 Is ;,,,,
7 r. l c. e e rs.
O. o s e s a c.
W
/
=
.s T v e A a r e c -1 syve el s t o A s -* o. B e r
~
E A
(
14 4n8. OAT I 8. 5 C Ps
- F: e. of u se e -
s
.s s
f f,,,, 14 4 1 o.ses = ts.I c r.s P.
- o. o 64 see.
_22=
,e,a.
,, - 7.a e.
,,,.,. a.
M */. 066 9 *l O6C EL. S o.
O. 3 %
- 0. 5 I g - su wespemas
.o sL. to '- o" O.SS
- 0. S G E - *J w e a rese a t.
EL. S c '. o '
O. So 0 50 2 u) v os oc,e s a..
- c. S 1 s o. s s' D es.i n accel.
oSE
- l.05 *
- o. 3 5 S
- DGi,
- 5 * **
- C S,
- 1. 0 5 s
- 0. 5 6 *}
s.
- \\
- o. 5 &
sus.s<*1
.1 c c C l.
-f o f e.oe f. (,
'" c = *
' gga s
a
,g, 3,g, j
Wps O. 35 s I S 3.1 # #' s 9 S IT t l,.
r 2qo V
5 en -
5 I4, tl, 651*** m,. 4 4 4'*.* u n e,e e n e'at.
e 8.
~
.g, ss f_,
6S2 m i s., I. o S 54 p s e'
.c Goo o n.
s -, c. l o c.
s ec.
aus e
is,
6 51 's i t s U. 2 51 s5 9 542,ys; g z u,,,,,
,,y 361 T, g_,5 I"5 t.
c.
2 U. cop
-,... -. ~
4f 7.7-/-4 P- /A\\u F
,,,9,,,
GENER AL COMPUTATION SHEE"T CALC. 5ET No servi come se cwo sv uti
~
l C v LJ rf" M
se W.
o nw X-l un un I#
4*"
f NAME OF WOID l
r COMPAy c
P y b UNtT/5 8t i
M ET 29 o' 3 i
- 0 45 2 7. e T 1, susJtc7 / !
- c' e #
- t56 w rev o
c; r t r 5 ye I:
I 2. c ca e 4.
~
CAc" fs c. t !"
y, 5 y,;
v, u7
- 0. h.
~1. 415 s S.15 a,
1Ao' 5 y2i Y,
C.It e
iHo 0.K L
t. L* 1.9 3 m f. : 5
/* o r D6E Lea ds,
n ys:
~ 9o y2s Ao tsun y2; fs,p
- C. c &
Em s 5C I. f*
4 5762.
4 5k.000 bs SML 4; s 342o s 8. &
p.o, s
S u.ono Ps t' s 1 3 s 1. 6 = 12 p si 4 ~71
- 0. Jt k.3s o. l '7 t
e.
rs Pa e' I. C = k o ps i c. I t s og h,
"e, o.11 un 15
.n ose C k e c ro 6 f, l e c 8t J kctwee n he e,L le t a rn.s
(,.
ke eed.b c L io beA join ts see s m o te L on sLt. sos s
Wus 0351 31
< U s MS s ZS y
s*
,e ms #5 s
'd 13 4
[n 2_$
b Ss o.I2 I 3. -n S. % I 3 y s s' 4 25 oK s
s c.
2f 3GS sie r e wo t '
+F 5L. 50
-e
- 2 e ec e p to '
- e, 4Le s.s o r I 12 e p l~
low e,
t t o e. l ( A L. t. s '. o*)
is also cn c e t f* 4 * !*
- e y
b e' n 5 (2 4 c 4 e'n.
CkecY (4)e l 1 J
[s7
.T. n p ige n e
.s k e s1.ai6 a a.
tDe Il it b le L. ss) 4.i. e e d e c e weit 11 c in 94 3 CU e t el i o n onl co n fie ral.
e sa.ro l l s o.k.
.s t e skecf
' SO e
,---.9 y-
%_ ~.. - - -.
,-w r
-,--m--
\\
i lc (,
,suur suv trps 95Z.'7-/ - G P-M w - ot-F' a
A E
CALC. SET 880-MEW Cour. sv ourn av P. U.
- )C q
=
X
==
==
s y ny a
l De is Iso ore.' Is, I
CDasPMey C P k L UfflT/5 I. 1
- ~
marr 3o or !I susJECT E E d f To d 8LDd- '" d t a d 4 naJ A U %
4 5 I *I ~ # I I ZN - PLA H c
.s H E A R srR A s s.J cR's Tlt s A As ye, o.s co rn <m ; 4 t e e <spo t s eet ;e n o s, a cc e pto lose.sl.ea,
.s 4 s :+
4.
co n fin e L w e lls is o.o e n a n.L 4e, u n een lin e.,L s.), I n 3 i.s
- o. ooo I.
"TL e rena. velei;we Ji.rylacemeds ave as ye,
,n e m e 4,em.
.sA,yt,.i, e f
.stsaeiuvat A ne l.re is av.ur deic4 la/t=/ca row DsE r.
w mi, e ca ;, n,
h e tes e e n K L. t o '- e
- 3. re'. o '
an aw.
,e t. 4 ;w e eLa'spim ee,n ced - 0.c35BG Y.
h-
- ' # ^SS = 0.c o ac 44 i
< o. col s
H S o's s a.
4 a.eooI ok fa c'*efined o e d s.rm eenfin e=L saa ll.t.
E-W Divee ti e n,
Irelsat e n G L. Sa '- o" k G o'. o*
y, 0.05o35 c.coejy 4 o. c o l I
S a's l'J-
- o. o o o I O.K.
low confined a nal U nc.ec lim ed
- )a ll s.
l 14
.s D iva ci i o n,
bet.oece E L. Z o'- o" a nd so'- o" 01d D. I 15 2 y s
- o. o o o s.4 7 s
<o. col Is t So
> o. cool
- o. DL fe w Con fine.d naa n ll 3 N.6.
fe w u n e**'lin eA
- J*lla.
e 14 - s D i r e e 4 e' e n,
b e t a.s.e e n E l. so' o' and 8 0 '. o '
O. 'i' '
y, D. IS 3 9
- o. o a o 3 719
.< o.ooI 11 1 he
> o. oco I o.k
/*,
co vi lln ad a=Jo ll s rJ. 4.
(,,
u n co n fin ed.
saalls.
cheek oss uneenherd soolls in tJ..s 4;section.
~
9s 27-/-Gr-ptro-ct c
- -,., we.
CALO M DsO.
kV CEkBP. 97 Dest 1L Bf l
RPO M
.N N
XI anM man m y-u t e ls e.
- Ittk.
a CosePAfty e
- L usef7/5 3i susrr 3I or 51 I
synacy R d4 cer#
a,eo_
mas. ors ce.rr 452*/.ett i6J. 9 L A pJ g
.s g g A A STR A 8 OJ C R g*r g" R e A ge e *l.
E. 41 D iv e e f e'en,
in d t s.J e e e K L.*(. ) tv o end g e '. e a
Y*
d, D. 0 8 M 6 &#
O.000'l%
40 001 it s & *F
= e.eect C. M.
fe w co n fi n s el t
u n con fine d saalls.
N.3 D e S e ede'e n,
b e re.s s ee A L. L-J 8*F - e* c oal a e'. /
l Y=
- #991' o. o o o 2. s. 3 (.
< o.ooi
- E'E'
> C.0001 l
C. M.
{ew Ca n f s' n t el sd e Il S lJ. fe.
{e w Untee(int) We ll3.
l.
e l
RAI 13a Provide detailed drawings and current status of proposed repairs.
RESPONSE
CP&L has designed some fixes to be implemented in 1983. The design for remaining fixes will be completed in 1984. Design drawings will be submitted as fixes are implemented.
2 O
E
?
f l
l l
l 9
_m,
-y
-e
,,,-,*-yerayv+
w, r
-r--
v--
-e e---
i
,,,-e
.v.
Also, provide sample calculations to illustrate that the RAI 13b modified walls will be qualified under the working stress design condition.
RESPONSE
Three sets of sample calculations, as listed below, show the proposed modifications to correct the wall deficiencies.
WALL NO.
LOCATION NUMBI.R OF PAGES l
4e Diesel Generator 31 4 Pgs. 26 to 43B (20) l 6a Pgs,. 48 tc SCA (0) l Sa Pgs. 46 to 47A (3)
O 4
.... ~
l's l
95:7-I-d P. //.w.c1.-r
>= sois % stn' GENERAL COMPtJTATION SHEET l
C A t. C. S E T N O.
" "U WM DM PRELIM.
l a conswumors FINAL -[
l "n***
- n - n p VOID NAus OF COMPANY UNIT H
T2& 9%
'.'Lr.
C.: r.
E Lh G. -
hLn:4 kt A L L :
,,,,g.,
J.O.
- 5 : i o ?.*
Wo il 4a El. S O'- C"
\\
COMP. BY CHK'D SY l'J! ael.
A<f. b4. s 95:7-F- !?26, 99 27 0
urs Darn Att,.4 cc.f.
i..I u.<tl i,. g. ra p.2,, g o
.w X 1-1 6 eio*cer.
d4ww d544 de 0.~.,A W h[*n e&
Ze 2 4 2.ko
- n'f ft. fdc w
DATE DATE e
M.
ut/S!v)
IL, 46 va" /A..!,'ca, /. Ac. At /uu )
/h:jp!.e>3.Slbj**n.
f, ' lE2D gy 42 e
/a 19 'c' -e tot o s.
y4 f: ??& in /Rae *
?*
?
1 yy Ee '..??e,, oo o /l/ia *
- 2. /.e e. - e. +
" a su. o e:asaa. uru C.off se es.
- cs s
. t..
P4& o:O ces;A?,. s C. It m.
, 0 0 y A s.
'I C' ; *
- N' ' '
!E h
kttpau:s :
e een, CE& (4f.)
O M D,0 E I.
so's ~
G-vf C.153 C. k 7f L f. i? c' E-Lv
- 0. t,t.
C.70a 3
Si r.
L-c A n s t
DCSIAN Accu. =
l OS s
- *0 '* M
- w C 36f l
- *
- PR's s vn'
~
- ; E-n' 42 5 '" /
- r =ic
=
t.
hl e
- o. 36,re 2 w /7 + lo.r 17 = 427 /k r.
y --
90 7 lb. f).
/% ?
f3" 36I U.
/)f,,
H2 Y ac /*f x
p yye, 7.E' = '::
739 /d. u scc *rvo al re ocaC* sp.
=
au r. A evs. s. Af. el' Ge m *p n d 's ='-' d'r, u pg er 4, Catest set Ma 2A!ce on t
y* x; + fI- (Q-)',? r
.'.'.',. n:p n.
,ltoo f /y,9,,,) sc 2 6 f eb
-r-1 - /.72 ' i f a 46
~
a i=gt1 '
\\ t's tf'.i fe.7G 5I. 9W
+ 451 Ctvtsti SP'LA D
?~
0- QT9 n' j',','. '"
..g
- o. 2sy r
=
fisa r.
Cf f t.: -
C. 2].ite. ---w C. 2 4i. 4.see.
i 9527 1-luP IA*JJ-02.-F
'5" emi mots n sin
- GENERAL COMPUTATION SHEET CALC. SET NO.
PRELIM.
l
~
s amstrucacre nr.Q FINAL M
0 E d'
- UNIT /=
VotD l
E C C /*
Names or comerAmy SHErT 2 7 OF cl ~d'
.h re et s c,tu.
t LD c, 5 Lo coe wo LL s
,,,,a J.O.
qs:7. o a.e We!! 4a (C&ol.)
COMP. SY CHK,D BY REvn:cu A cc a.
Re: pea:t 1 CBE (%)
3BE (77.)
O El. e,o C. W tr 58 I.2s o rE,, p, e
TE o
,,_g_p, f/. W o' F-W 1 64 2.2 o SATE DATE O S" Lees:
bESIG.N
.aca **,
l.o g se l'NE'*!'Gle O,
- l. g o o C
2 Att pr.c:gugt topsy s.
3 b,5 m l* Ca e *i=.*. s l'i + 10.t t *f a
/31: lhs.
l Ma e
!3'E *Q,
2731 !b. f.t.')
V.
!?/:./y %
4 s*6 '*_.
J l7_!?<!As 9!7 f.a y f~: p.
'l G -
r (9,.
127p a 1 a 7." ? s tr. p,,
< s, tu1 ya ;, :.:. : - 1
- 11. n 44
$5(-mj _
ble
,b s s' 76:C<r25
' Y 'l l,.
// (*.
.99 y
t II
,. $5 6 * "
)yg w 7
1.;;.: f,-
"! 6 i
2 7sa c.1xes.1s
, -s -.n-
.~~~. e. --
stA t.g.
cvCtivecs:L3 u se 3
cpsconsr:.ory cc.-c gio.
t
~
- <-s...... v u
.~,
..+
use s e t.
L e e.o r fo 5 e
! PL s: Ta om
- 2. It o ZE t os ov
- e : 1*
J
./
g Wr 2./:st is: n /~)
10 x l ~f
- / l. gu /bg, A7,
1 4 / 4A 4 17 3 F 7? #5. [/
'T Ca Ica la C:
M
- c. ti/L y
'Y ye e.gG&o. b.
, q l}
- AsF 4
I t
r Y-s.si dl. o.a. s a.ps< se:e r o - - :
o.s < t,c. o n a c.Gadoor.
- e. g
.3,-
a, o.4 Ae r 3
1 c.es a It:o s ur
- 8. 8) A r -
( cl-Q,
- s. 9, 0. 6 4 6s, os s [F 09 C d ')
". M y
3 392. II, ft /4't. u.nPC.
t= 5 27 + 4 e
95:7-/- GF-MW-c2. F ' M
.= sots a tina GENERAL COMPUTATION SHEET CALC. SET NO.
"L* 3 MQM PRELiu.
l 1
a consmanoro rs.
FINAL l
B1sa volo l
_, f P RI-__
uma or comms my SHEET 2 8 OF qi Ostert c r a/.
.B t.2:o Pt.o e n 5,ee.t e sumaser W.elt 4e fou w.
.1 J.O.
Osc 7. o n
- c,if W,
n v
sg c; t,
COMP. SY CHK.DBY m,,
nu os p
<2, a=ceu se.. c.,.
ex n'
. n... - cou r.u, w.
a., sun...e 7.y.,,
yc,,.,,
Cs I. ito, oc o /L tl.. L
/, n 17 's.t n
go4,;os.
DATE DATE gJ, _+ e_,, _ %__ rs u a 2. u '
l i2:o,aca. %
s 1
2./ ine j
ar l
l Cwu
.cq.e t a.ua n a,
.dA
-t' K a t.
de s
?.in-RE'*
- u. :
2.$e -
I We M
(tb 44 e s
O* T /
F
/*
L' I' I
- l. o s' w
2 4: / cF, 2.1 =
72" A < 3 dy oftnetorary cArrenos 2A r, ry,ce,,
l
., v. c.
(
\\! err 97 isrAr D C r t,. "
ef
- 2. 2
- wou t.
nos-a y,n.ser SArc9 - Rt u vsb SY trc.*1t A TrAsr,ab 9%
on A::M sen T
{
Tb w A4.4 3 Pa evict 47 F.
I
. ~. '
W w: _ - s ww m_ _- m >~..
.~
tv c.ssus CRoren e n we t.t.
A%e*
- u c.
N-3 v>Jcoupsuch ev A C T l o td :
.s E s Pov1 S o - 13 2.
m +! R - I
W 2 ~1-I - 6 % M VJ- 0 1s F~
- 5&
sect se, we GENERAL COMPUTATION SHEET CALC. SET No.
Ingv' coup av cwn ey l
cf l ~*
N N
04T mit s-a
- u. <,. c.e i
O k',
CoeIPANY UNff/5 sacr 7 29 or 4i O'3C-G E'J-1;.' G - h e'e" fA ~ 7 * ? *
/' : "
susJtc7 w,, lI c. c c. a.3 "by Lp-4AL 7,.9:4e t'
- t'0
- kJM. f 2.. A lE l A3""E R tva i "" TEN T' ft S h
CA MTILC VC R,,
Cr* l ** *L Ci.
%A LL E E u AVtr/C3
.".,* s 3A14 su e 2 5 lb, fir}.
( = Tod '.y.
- PEPrer, cp WAusj?e O T'"
W
E I.f
~ EZ.
lEir iv.per 8
e
~~~
E5 t,tsc,cerfy #
, x
) s.r 2.<.'
l m unuo.e-9,w.y.
m
- b. "75 se:..
[
Pu esa rFr A,::.
I'.N fac-o. :;r s c.
l l
A C Crl.
E.I " p o s4 3 5.
- =
D 512 (*f! a
- r. y e-rw I. sc..
0*
'D E 's. c o. >J A c c M.
z l.o$u 1.E.g.g l.T3 A := c.c te.gc s e o 't.r y
" I* N W
+ IO Y '*I
=
ti,957 0 $l'.
L CyCR ~vr * * ~ IG*
' Mc tr L MT I4 RR.S I Sit ud.
Mo me ruts -
p bug -ro TENsis.t Systaws.m g SA:ss Ma ft 5 e
@'E n. T &2 1L
'73T Ib. f4
=
3
- 3. ei i ;.
(n b us. To S t u F W T.
op WALL.
(1 - % =19k) xl'7x 4 27 3 el El ib. fl M,
= -
I '.',
'c a L Rtrit.nA emsar a
~737-5/= 4Ee /6. fr.
<, x f,?47!h.'fi-er en w~..
. - er.. y-. -.m.-.
- ~...
... w kreuu:,. TRjf n )
.. %1mou?
Lin n.
Supp~og ?
As n s.
~of we uu CV!. F G
D UC l.**C-
/ 12 L.? C %GU/\\M i
.' L
?
W
=
- w...
.n....
.Lj.:. -.' :
-c,.-
=
l 7X t'.'.'
.,'.,5
-..'.. f, 5 f/.
p.,
n e.
3.;
(
,c,yf' :.
a-
~..,,.c r D Lil,,.
.,, c-WA4L l'.//L.L
/V'c -
~.
.i.
-ws m- - -
-,.,,,,,,,,p,e w,,,-,,------w
,,7
.w,--,-,,,-,,-,,e-,ww-,,,,-w
,,--,,v-,-s-r,w,,,,,-m
,,we,,,---m+--,--,-
TE* 7-l =*.*s. C== [ /.'. 8 / o.9 D I 13'7 sont ato vns A'
A E
CALC. SET 840.
arvl Cons
- sv Cmu D sv k"
h,tnited_eggineers er R r. v e.is x on on s' ' <-
'1 ' I to uAme ew
' C004PANY
,,b.
,o,a
~
~
Ufw!T/S
\\
s arv so o, es z... **
un un
_. sum c:.sers or
- ~ s.
'.1 -
w
+1 ~.o>a Wm
- 4..
% i)
E 84. u.
%e t:
D sec a su-pck te weo63 H4ve 44 c as,Jc =
wa66 w L6 B8'c.
f' c.tsfm, c.ssateso - lser p y a. I,,
f., 4. REC,
= G < n.sa
- sc, y-
.,1 e
<.,. c, = s,
hw{$'.ss -f4 (t -ey es* h k.
- Q = o*
c,2
- 1741414 2 FG h.425-6 2) < 0 **10'y 4,. h. inc!v AMw ETSlhlin. ma a d l
u H 'f.e 57
-.2 x._s2 4'2+ 6 6.
/
v w
.15 I=ar Q
w eD : 3, N,
~P._s_t.
4h P,
( IJ 4-f '~
- LL24't0G.?T,
- 4. I lb/p,
upo.s y, w
173
=
.DE TE A /wt IMC fr.Wr ll"g3 ACcw.
@ C r f eaJr c -
N l-ft.o a 2ME
=
442+at 17 ct1 e, a o G I *f 2<4.& /.h w/e#
4
- l. u 24 I1*lt < 0 e c e d r oy e.
E< T.d r y s
0,083 f's0*C N
' hfL O.ig,)
b4dode r
III
~##
8*883 e
(
N?e
- 0*Oit Aten s Af\\ns.dj' Ce lC Atee w
- e. 0$4 se,ca,
6 02*:7 1. S =. p p u oc1..~
'S' Sm? agg 7/73 GENERAL COMPUTATION SHEET CALC. SET NO.
etv Cons
- sv CMG SY Nf ggg[3]
NW l
y A.5 o XI mank art mig f o-v-p o n-to in
,,,a l
nan y
,L,-
coespaNv unrres u
suscr 3; or 95 I' 'I ~ l '
' ' ' ' ' ' ~ ~ 'I ~ U T C
- W'.t -
?[* C EE
~'
M Ec7 Wa 11 d.e. f Md..')
+ cc o.
sc: verses :
BBf (Ic '4 )
E t.
Sc' c E W c fr3; E I.
GE-e iv)
C.62 e f
L:!:ss,4
+ ee d.
s CCBA O 4 3 * * $2 C 55[.
s O
23 ise.s
<- 4, a,p s m.u u,,,
c.s as.-3s a
are pat ~2Mc C A,* Ar.o */
I i
W Ll-Hst:
D75" <wJ'F L
~N'!"Cd.fI/,
~~
k
,-v
-7 2 7- / - GP-Mud - c5 2
'M F
p sast arv sne GENERAL COMPUTATION SHE"."7 CALC.5ETPc latvl come.se casero av W"
l CA APU
,Lnita d @-
o em. X un,.u
,u,,n,, f,,
,,,,,,o,-
u.
, I" cosepany UNrr/S s crr 3 2.
or 45
-&tcT
I-
~ * ' - '* : ' 0 ~ E' ' ~ ~ ~ '"- :
LC-93:7. c 4 i N e il 4.s CCseM)
D G t e G. +1 0F 5'u t 'A 9 :.L Ptx Pac k4sti dor.,
A D.D C u A NNC4. -
C'o h C ?'l
- NC:
Ojr h/A ll,.
~73 CR & A TL A bb t'Y' 9*V'* L ivyao:r:
Mr Hous b mn c ryg syA s.g_
gpg Two _ way.
n l' e l. Dc.r e.. c? ! 7. 7 F_ 4 cs9 i r o,
- i. w i s e c,,. V l
ecm /c=&
I t
I t
W t,
g I
l w
1 u,_--
-_ _ 2 l
~
T.*ou ka e*Avr tw ri e:NT CT4FF NCE:
RELrrt o n wa b b.
To M4M
%s W4 LL TfA.J McRitoaira LL.y As w s Lu.
H Aars u u m
% R o corwTA s.
Spos a re: Gr r I? m f C E 16"'6 '
M e*arrm am ETsPr**dt.s Atan.
27 OCAm 13 G** Cow ry s
/3.S6.P)
((/Sted&
Ac2 3 8P It,
T s c.TreaJ wm de $ /4, 1
aI w t* U C do - &
E:
V..'. *5 *0!.
Z
/. @
e
- O
^
WN " f !r.
l+outrer en om via of w'Dr" "
H I 't I" Y -
E, 1s'd ~
4, s. !? '
2
..m
- <g. &~ g /
r?.
o4
- '.L.
Q!"
j
,e I
3.s*w Sis.*
O Ie Ih e lac 11 se J63 4/
- Sf*f 9 e'e, ?
_.__,.r_,.__,--w,- - - -.
v
--w
--w w**
--7'"'"--
' ' " '~'
'"I
D 95'17 S P-Mw - o 2.- F sa:
. ses: any true GENERAL COMPUTATION SHEET CALC. SET NO.
hv comem er CMsts av
,M 0
N DATE caTE i: >.a uaz.tr.
,.A.,w C000PANY
~
- A ""
UNTT/S SMEET J3 or '7,
i samer _ 1 ?_p - p '.
- f - -
ws.1
- a en-n hieII 4* ( % M )
Cf' LCul /TE MGMtNT OF 14CF T/A of A f AIR o f-CN A w evC t.:
SOL 1CD
."T~o 6 K r'M CK,
'T~Rf CPe r!.f,
A g go A :c ;smgl-fy u se_,,4g:,-
Of W A 4-15 f.p cevs A=
f ppy op 2 cp g 4
(" 4 3 I Ilia' 3
- ^ " '
M:
'T T l
E. J0dDDP e 3(,3.s;,*/p,'
?
.. ~4 I [g O
- N."
~
'S= 9
- l'IZ /* O N Y U30 5E y
drW EQ4e
?
= +#
fW4 r 2rog,
Prri? in" < G r ?e ;,. '
N.Q.
l V* 'N G 4
W C#G O *.' f:
i ff) f*d f'r= c'J'l" Was$r
- -d#Ce corsCC P s V r
1"y y
_Q, 329 r, 4 TCe*!* rA
.c c
.e L *Hy m
f3f 191 WtTV s ofrER Coqu g, g,yse u p
w gp3l l
CA Lees, o rg E s.
APCA k4*s $al343 4
/2 4s tard< 3:.3.t.:
s 3 y g. g
.-l-. E '
d-\\,1.42f.,
7 623' u
I
~3oox 4'2f + 913x Il 475 < l51 =
(*.e80+ 85 Ta " 83) 5 '
7
/
WN4
~
~
-f I d + + f(,se 6.36" I,,. lio#
- x. =
4 r 9ts;,s 4477.
Ie,y 4.< 3 631 & *a00 a f. 53 + IS".14 lio., if 9x 9.p.,a S 24r *
/4rty + /pr/ + l fu4 9 do? d, if "/p ;,, # 7 6 / /t 1,7G
=
3 ct l
95 ~_ ". *
", 9-l/, '/.) - R- ~~
- I amer =v,.
GENERAL COMPUTATION SHER gagg,$g; g
,g,,
go,,,,,
e,,,
ggad @-
I
- FU a
r=
)(i on on
- - n.co or h. Iso C PE
. come unms
-.c-s ser su or e s
'O UC ;-
- * *
- I' ~ 5'
=E0C*
- I II 8
e tcT
> vi 4.
W* l\\ 4e (c 4)
- 3a_.,N-
--e.r a
.Dsrermswe wm perc uc a cY Q* % -i M
/ a. 7-2 L
%,=
Is" r i c
/
/
as M
/
ti
/
w%
Du
-E'
- r. w er <a*. t.. /
s f
'-/' '
w.:
.A
/
b
% /MJ w
.n
& h4.
sys*
as hv. ~ u.> n 'n u.i, n 2.: - 29 w ',*.,,
II.Qio'd I
29 u
!74..h, <c '
2,
_z I-c.ts; I
Qw
- 2 C.coors; Iwa326 a
17='t ht. I ?
' S '
to a v
re.xv ro&
1001 wo A/:,mc u
2o pz.
7, 4, f
W o.g(s C= C CQ A,t.ess.
s
~
e W
'co7 4,a:n. r.
P<,+
y:
- a. ap
. ~
- c. osn.
Ap k ler e z' i
Acca.
Ac:foH35.'-
cac C4)
.h se(7*/)
t/. To k '
C-w a te *
- o. 4 c El. k'0' C-W C. 24*l-
- ' 41 OSL
- l. seas zesan A cc a. =
1.cs a o t'a 1sl :
- e. 24 8
=
co e o.1ss +1 t.!.:.t < des 19.s psf
=
, n_. _,
Assons on-wy scusy in s#Essse air hmsers
% =
I4 5 a.Q ' =
ic+.4 lb.fl. < Mer - 71116 fl I
uaceae cp Vc litx,J.1, li4lbs.
e 2
,,__,.,..,_,_-,...____,.7.,,
%'0 7 - I - Sr P-M.tv - c 2.
GENERAL. COMPUTATION SHEET CALC. 5ET NO-arv Cow ev CMcD ev N3 gggj NN l
CR RPu r=
X' are o n-ou-e o ott also mgy com,su, p Je L -
hSEp* ~ vnms saart 35 or 4i brt:CL Ccol. ELbG. -
BLOCH k/A LL ?
J SS??* O?S
~
mgg luell 4 (cr,W)
/c
' loa.ux !2 < l 2 b 232
< 600 fs; c.?f 46 h =
70u kar2v 1.99rtr.9
//, hre p < re,co f,s,-
- a. u s 44
'V
=
/4' " "
17 /g' r/ < 4 */ p s,-
C. 3 6 s
7 darst 2r
/GC a 4 sa_f,,,; g Itc. ops.-
o qc _ _ _ _ _
u s
- 7r., p. sx I
Ok 1su loArs
~
~
p e t,, ts. y
.s ec rJ. :=
l O S's O U *O
- W n r C.J$fe d
f*
2 gp r,
h,,
f eS2*T' r,;,
- i. T i
uma if. s-IOF7 A..//
y Aler (,ny. A )
N,,,. ( rf ye y. sg.
- CPAcki?
H5NCG R C v':S fLKec.:>
A scutwHG, CR A C" r*1Gr.
CcHvcptsneces was eBTAltvo Fon mz Fou-. max-Ace"-
kiSfedSC 2BL (77)
Pastop, C./S See E/. So Lo~
E-W e 47)
El. it ' o
- C-W 0.47%
0*
.2>g s es..!
A ceu.,
l'o f a 8 67+0.F7
= e.gf 2
1-gr C. Ri n 4 2 + l 9 s it T 4 3.+ f.11 7
t
_2 noe pca2:.
Rg,,o 3ag d.1.L g. g y,,
ong o 9.$
Me a
'2 12a 7084 9-a
/$6 + lb fA CALC.nArt
. ;~e -
- r.. (ky9 +
Hs)a}ze-1 - h,',
"4 729 s 30 4 +
trs+
St.B +
4;l.1 a 7 1 9. W -
.D Dt &
=
194 54 7+ u to#
//.14 nto' s
w,,,
__ z u.
s us.s
O 45:~7 -I - Gy - M w ~ c'L-F 9WP EST 7/F9 GENERAL. COMPUTATION SHEET CALC. SET ho arv come aT cmcD BT PUND N Lat l
C4 A PO
=
x.
art rr u.ca o /,isa
~ 'maast of so l
. Coespam C D& L -
6 TE #
UNIUS smerT 54 or ff 5 mit art
- 0' YT2*1 o f E N CT 2fCCEL
(- C e 8-h L 2. 6. -
' t' e s We u. ?
1 MA// ha [deerM.)
Un 0 5* S
Zow 45 g-IS.E 7 Is.46so:@
z
~.*oo yr6 243 e
47 v4/5 ed,,
..a:
- L v
c.13 4..ew, Con 41 l
Pwei
- 6. -
O. !r sw.
m o.12 2 4-e.
G c. r.
M,,
tr6 < to. r*/
- .tria. 3 13 a
y,.42ra!? : S G T /6. h.
Lj.
b s
t l
{, :t33s 333 9ty.{as: c-tse ps.
O.33
~.
v fn s. 2 3s < II,6go 2G, a o o p-; < so,eec.f r **
A48 e
38fst
< 71 p,,-
- c. s :.
t 9, 2. n
- 17
!!1 ts;
< isty, o.4c,)
u, 2.12.e So 1
WALL O.k.
WITH NOx El CbL. h 27 '$ " C/C M 'w"
- in Mosea rMG hvALL llGHAVG
%0 = >vhy
3,,,,,,,,,,,
- C 7- / ? ?- /AW -02.-4 GENERAL COMPUTATION SHEET CALC. SET NO-afv Con
- 37 C m BY i
I c,d A pu
,lJWlatj @
m 11 -
un un m or 9
_.."-su-Po is /2. /s o coearcm C P kt -
E[CC untTis
~
naar 37 or (1 5 MtCT DIE'CL C, C i s. ~ L y c 5!.cc.. so ; *-
10
?.: 1. a 2 y W.Il 4. Cc-u]'%rn CHacx svsc c:
ht t v 31 com e. Acam
~ ~ ~
,_ iv t s '21 30*
OBE LaAbs.
AA. wicru -
31 3 en.,e f
M 31.s' _
(
ufy x-
'Iu.s,s' I"f,
f /7/ *
- l Gy,
- L
- s*
1
\\
h l
Cue I ro. Acy:
saw fr (fr < /t) 8 fc.2u. **
- 7.f W3 rf,y ;&,
L*'y ee u it.> w biA M M*ws
=
-I## ' #1 704g 86. [4.
- r i
Ywa 1603 Il s s r
u p,,.
e c.. p,
g, ymm au ou stryg
/Saly, (
e Gu ic'*s 2* l. c&l Q
1*slt 8241265 x !? 9 y
fill ClfECx INTCA CO MMLCT'CM B ETWLt d M ace NRJ 'll 3YA' LL
- Prow IDG
$ ' h TM HirW 3eLTC (a) lS *C/C.
C: ~ 3. fit 6 3l, YAZ, Is,f y, $,
NA t'.
PoLT 2**c A R c u
(9CR beur')
Z
'403 L SCO)C 2 53 g th e {
u 9 t~lg 73 6 I!:5.
( 4 d oo lb t.
Poc A'!;o ; Bou,
=
. C. k'.
Casa sc e r.sua sc-wc c n unsoney 4 Bouts
)
90'[ $ si,. 7 ' 2 Ffu 93 6 Btenci.s(n STatcr,
e l'1M z s."1F a.25mnuo Ba r fs.-
e N 'C.
1 O
e e
e
,--,.. - -, - ~ ~, -
-,-,r,,,-,-,,--,w
- l6~Z 7
- l = 6 ? lAW ~ Cf},- E"
' *' 5 3seet aso vn, f
GENERAL COMPLITATION SHEET CAtr SET NO.
hty conse av c>at sv M
M NitLM f, y s) n'ai. EX met are NAasE M tr. /C. ?:
not:elgo M
p.,
CORIPANY C~ *,.
- V UNff/$
SHtti 3$
- / Q $
gyggggy ) #: C :., GF 8 8.
_I_ i _** 6 5.' _S C # r. A I *.*
h# ~7
- Ci I DATE Dart mu 4.. (c.,.h,o.)
CcAa:::Ct f'R e :Too rJ SE %CLN 5 Lac.t W e Lt..be
?~L C :.
CO L v k ol b uC
- C
&Qgv
O ***N'* lcm Ei L.*
1 ny ix uc*cas on s a e.,
as:.-
/*
coats e ve-vuy
.- n one.m t.
= ~ct. : 1 I n < '= ca M r. ~
Ja r y A&but. woo *J
- J
CMCAR SYJFC ET
~
%' E A 'b 4 O
- I cocerec c
p W *en.)
e t ur: :.2 eoir sueAR,
{'4can sco-2.sf s} xis.< i **
~
ru e.q.
?i'it < 3
(/ g /6x.
c tw.a 4 e c.*'.
/,,..,.
g ve' M11tCCD B C A K'rrig, EL?wned M o* **.n ~J e y 4 S CL.M.,
C 3 5' 7 t uer-c s~ur:
._,,fI C s e, f ' < = oo = t= :
/ 37.5 A C=7I O. 4".
b 5I Ed. A C,T O WIf 7 heru. AIt PR,4: Ut a".
IL l'E R O hl 13 < r: u, 0. 2 koe 42, n
/hEO 16.
er Y
"T *L f, & S.
64,,,,
=
W Ia.E2 8 f,.1 4//4 /b.[/.
6 4
kiru its
- C.36 34 ps; y 22 N. Cy.
- ll*ff f,
k!Ik a12< 9.t6s*Jr15 9 :
'19
<< 7 ', E ve f.t.'
0 't 49'fg Y.
- 20. / )
.D E. f.
Le/.! C
% Z.
LA. A c'r:t CA R T" 419Glb:.foL*!.*"3*9*
(t2y/2) v W a.
e y}m hl/
A/96an 11
//,, E'P 9 /b- ( J.
a.
(-
Y Y
4/95/'
20fR /L m
a Q,
//,929x1;*6.*&
5 99 f:s < /T"** f.:i f'1'8 c.9x 36000 e 1) le. ? 9 0.c !? v 9*265n /?-9 2.290 d ( 32,u00 Q e
- 1173
-. - - - - - ~,, - -. - -, - - -. -, - - - - -,, -,
.>_,,._-..-,-.,,-,,.,e,
9f'3 7 1-J.P - 1J.'JJ - Q C'
3 me,. 2>=
GENERAL COMPUTATION SHEET ati coup av C m av CALC.SETPeo.
,M_
' 8848-N q
KPu o
oaTE oart It-r$ J*n usItalvo y
-- company C,.C.L' L
- 3' I E 2 un Tfs s ert 39 or 4f L o E *'t -
t*.? r 1.
E26
@ Lo e s-t*W. t :
JO
'/! 7 c?P guggggy Via ll ei a (Ce. h' ')
I CJLCM MA
- Hry 9 ?'"* L a.,
ErsY.L es : *IL : ~: *l r
Q
- m-2,W.AR v, 2 0 f E W ?* 00 < 2* [Y
^ l[s 'C O9{
l
",? < g
/c */'/ /6;.
a n c : h*.
- t.
/. 5:0o
~*
. n m.
m.,-
C. C?.fm.
ION
/C U d.,4.. O s' ( 2000 t.*
l
- M/V **/4 Wd. C.l*
r v-f i F7Fw o.77 C. W.
I
'M.7 M.
A CY3 WC O 7" i
3843 lh.
VJ w
C. u1 s, ts2 n /2 nt. /2, s;
s'/j,,,
b$.
C 9 L23 / / 9 GDTS /b. (* J i
6
(
gas 5xla/O.?6 m
- ** p. * -
yc.:,f, $ ;
N. [y,
'I' *ft
,.Q ;
M s e.12,y 9 u r <oR y,
Iss.ps c.: / r a : *6 re l,2 osc 4171
[as 'n s t, A bstC CA L C.; s. t'. Ts o ^'
P": se u-cf M'~teu"w M' '
us acen n s.aenes.
s pt ase we co n son car mr m.<: w ay Tb Sg c g a g m ar.,3 WL CwC T*
HL fc L&.
r o y.
E'E c r'o rd
..ae; '
w O se',
3* M.
413 $1f. + 83*l3 5 X C* e m (9 el1
- o e te') E 4
M
- 3 *f 4 56 in.
-p Tc =
a
- se" 9 72
(
Zn,,, +
ASE llD.n. 4 13st 4 % o.G <s13.!:a',
a L t.
Q,.p.
1 73 e 4.. SG '
llO + 14'-G*1 * '03 4-a 157 2 /ra"'
e 3 Fy. g - 202 5 m
%. e.
a CEL Lepas M/4 s la < t CG 2tso p:,
2L, eno f: ' c.y,
.fy.
e in.z
^ */u rit a " SG iv.s y p.' <c <:.
1,4 **p e e 157 2, CMEpx o al BOLT's
!JC C La errHG, FAoc**N W = /6 e f, 726 x e. 6 < 4. re x /6ij
/9eI;e.
157 2.
- s. sc,
ny ta sy g gy,,4 bel Lept:
0, L-
&<j l*J.5PLc're'el
-.--,r--
-- - -., -.,. -,. -. -,,. -,, _ -..,,., -. -.---i-..
,-y.-
.,,,---,.7-.-~r-
95':7 cf.Mv.s - c'2 r
,
GENEMA1. COktPUTATION EMEZT N SET 2.
Mwp w ev C#
o N'AL
.M cart can
- gg y 88 -' 8*-Po se /s, /fo g
C0esPANY O W #.
b ~ $ =' ^ UNIT /S
==
siser 4 0 or 95 r
urt aan "SUSJECT I?E T
- L f~' 0 - S L DG-O L Cf A' L'JA L !!'
- '* 0 ? ?
(bu/.7 1A1. Il d. a Cpter ces. n eters vc sucts IN avses of ca uc.
Gi.oco:
Dul
-re 5 0s.==
M Cr o *J CNLy O *JC Clo c k; niOut C 56 A f f L C.nC,D
~
fAavo3G f
- noce pc.a v.c x /.2' t. o.
"b b [S '=Ro a v -C.
%e ce e.,p.
La A O4
~
A s.6 TN a-wg30 2pI4
+2coe /ha 6
T* TA f.
hap.
hs' g*
'rm'rA L comp A Ace =
2y (4.s/h*f) = 2 Tie' f
\\:%
r~
I
\\
\\
~.
$.9
- C. e toy %.' x*708.fss'
" Q '*"*Qt***'
Cos*P.M C::
~T y
E Ce O S. n ? ? : n.~ le &,k, Ally wn t.t 1 tHa t, e
a, A.
& Nosk.n.L)
_ch ses wet.us 4 6. c n MpA y t-v : ~ is n.s us c
4:r w ey oc C0no36&sts'n*GA.y N W G 4,es*.T' f*t.A A*Cs CC e
1'N M* D SI E $pg lb/*g 8
peQ:g.,,yp,J A ce Ar.
Atijnenti:
M as s c47.) -
o.3t=)
Oasc;).
E l-240 & *'
O.sa.
j y
l m g.,
- s tr W s*v
- =.y
- c. <-,.
(
w Abt g
=*
0.21$,
t lllG il6 M A t't?
- U
[
...Tm
- i..- w u., 6xia n-40 s
7 i.
T'#cf hd'y Id.nl.i.18 7 3 = 2r34 lb.
.di i
/
Siss(o.24s42 v.14}.
.. m i%.
%C ru N$=to p:c of bq s. C s*Lb M efC 09-t' AN L C
- r~, two p c os i A *I-BASE.
13 A& Rox.
- 53 W4 m
Ivo 33 m CN e i"F e Io,3 F5 Ik & A..
lao ITd,34: i1 4 x l T7Fw 9 4. > L I
s b=
IN 37.In 14-a 2 ft?ie2
/
ff&f t J"'
ch w4 c 6.
FE TI C.
17 4 7 t 3 s aL s.
fa, -
f
} s e.21 h* 1 f t' i
3,,,,,,
-7EC 7-/ - G P - 14v.) - 02.,. :-
GENERAL COMPUTATION SHEET CALC. SET NO.
mEv Come av l Cmtt av
~"
APO
.W W x-a l'- w F o st 12elto NAaet or ^
voo yy-y,,, 'y coespawy UNIT /5 4,
,4g susJECT 'b'?TEL O'C*I' Ell- [. ~
ELCCk WALLS
'I S I C 'T VJa il 4
- rarmt,Q f, to.
si r x sy Iqo,1 s t l
'Ec.9fs,-
f
~5 s. ~1.s 2.4 4 s SGfa' < fa n o p s, ex l
3c.~) sit.r s 13 j=si < 2 S h.i ok.
l Fo n
.2> = E to,*:r.
ks sehe,t n ee n.
c.
1 2
- a u 3.
e.ute.
3 V
l M 248#O * [35"#l7 s 2/o / as 7 ') f f s, 4.dc3/
- f'D'n*4 L LS A ** 3N
- W a*G(
p p) M,
33 hit =
3'3 o.'4.ta3 a 1~8 >
lV, 44 3 16. 91 r
n.c, tw 8
n
'n',, 2,,, 4 =[,. x -
e
- 15.
- A s,'
av
'I A
'A 75
}A 29..!h.;..'
$ ~'* r l.s *' s e.u t M /C e "i se #2 < A"/
8 9 D,142.
52 2 fst
[q, fr.2 + 27 9 s h p3; c /ra. > ps, o te
.pp 3 7 pu' C 42 ps.-
ok,
~
F2. 2. - f r 7 r
usa wey at C~ 2 c 's ' ~ - -
se co e?,
wem 23;4, A* L*f':
$ /G~ CPr.
Cht.cc hcouzen-e r manc ovr on wa uu.
A LTweverna fot W Lesq. m A us syggs c owsy Vla vre A t.
Sysst or ce.*stro c Lu,
~ ~. ~uy..m
= mn.,
., n, a m
r.~ eru
, - ~., u.. ~.. - mi =.
Fleropas. m er:c:
muer st wiro.ros ALLO,eserc C.c3 l og i1.Can '25./ e 2*3IL.h.ffJ..
CC6 IVI u
- =
D* ' 2 **1 ' "W
5'!"60 Y b,..
ssarr1<3.0S* 3f. sof.t z
4 %,5c ce q
"D M fu, 3.n vs). 18844 '7 ee ) e
- I. G.
- Mt.mJt1
% g e eggt
'a U E. t.. w ' r,
% C += y e 4 e e., g, s as awe a.4..
g m.
,,g___,,n,
-t 95 r 7 - f. 4 ;. rf:.JJ - R. C' Ia 9 Diner as, =
GENERAL COMPUTATION SHEET CALC. stT No.
%gy.
ca.* se cwn1> sv l
,UIRBd @
O r.
R P Le YI un un
~
manet or consPANY
, I' '.
,,, j,
-#-to sa /:u/re vom j
UNTT/$
s ccr a:.
or 95 Bmn -,susancT h'tCC L G C. ' * - ~-Lh5 - EL =c s-Eu a :
CAc cut an '
ei.oo c 'y op 6' eve wL we So r-s we s.t. (EercAutAvy}
r.t.o [ ot e t.se c.ut-9 uni 4c, He r. 3 oa r 3 c:.y :
('.se:-s):
G. e "
4g,. a u s -
L,.
, e tFT. 4
'80'
- e. ota r i ': / t ' wis*.*
c.cs: M / @. wie%.
=
.-s pi A3 0.05:
s. c c e c.3 7
- 9). 15 7
=
br.1 s2s&.t ya f r.9 e. coa s t l -
e.di l
l k:
(+fe' 7+p
.- mh a 2[ g,,]., g,o g,
g.t-l l
J
\\
di.
2.
e.tst< G.s E o.3" <,8 175"
- c. e.
,7.g>.--
4-c.a.. c. u
... --.4,.-
s. a.
n m.y
,, I
- l"*.=
M.
4.,
PJ i
- v. g o.1 e
3.../ n.9 51
- 7 fm
i x 3* *
- a 4 g~'
- .68 tz) < se e p s,' ' r-a:
'5 4 _
s G.e'vcen As fg ( L.8 C
)s C.0St.Sn So,coe n
. '. M R. m 54,1 lb.h.
Fo*
04i Lo d L :
Fee-DEE Tmc:=re :
> 142 Ib.O T: 35,0o0.kss y
4,500 fuG. 0
- n-a s.*
1 b48 f:i < n54.9 f 2.'
o.9 sh.Soo, S T_,
' 2'*CLt GMER*C o
.~
is.1 MC' O.o s t.g t G so a s 6'T I26l 6.N. < 2A3"$
7
=
12
- 87611 f.t c.k.
Mo*tt en's> t.
moMcar In WALL llc md ce pe cs7 op w+ t.s.
Lunrn 2 un-o.we t.u Re.twren es.m t u r.
c l<.
o A C 7~lc hl -
Sii flVI 80 - 2. 5 2.,
MWA=9
~
-y,~~~ ;- W.,'/*JJ ' O '). ~.=
I5*
piasr =vvm GENERAI. COMPUTATION SHEET CALC. SET NO.
agy conee av c>n av QW3' g
muss L
e g; Rr0
~
X un un le=**~P*
tt t w s e.
o y
a
- coewany C 2 O' untr.s sacr 7 if3 or 95 urn un
~*L0~
$' 2. 1 > L b?.. - E l O tr l*Js' t ! _*
**'E I..suaJECT 1
N.s l1 4 *. (CovA )
CWftcv ek CecN!NC,5 t'::=
cr* s or At of crs rosG c c c 1~:
t-s;. ~w t t
- I
- 4 D
3 'C
E ff. v.r!C'i'a'
&.=
v f
6' t
l.
s l K,N4
/
l N 'N< \\ l CSE LeAh5 s
(
s %
h*
- .. ~}
I l'e. 24/ 4 7 e at DJ h = 8le */yV e
I A,
u ', c : e.t u s s I.'I,c.- s *' r tas th:st'.s.
(
h#
I f
jg'(
}
,-~ %3 thsjp g fly /i?fp i
i T-
<? n l 1 l
+?
t I 'f' e,Cl r
1 1
3ty
_$1 si r_
93 ks 1
M'
=
f IQ,p a 7c2 n C. 59 tf g.
4;12.~Jasu., 51:L. (b. 2) a M /p e lose s.fi /{iy zu os.
J v/p t-/c ICZE t 12 A ' 2fn
?f.d> 4-ti R $ Ce qlL'
- d. S'2 e
d-4 fg a ID. W.!;'t3.** tis.t :
17, Cic ft; < Cu. 0c:-
3:
C' 13 4-6 y,
2h*4 2 2 fe'
( d ") pts' C 4t f e
7 42rer 32F m
- )I g,
g ikc h C. 5) 23 L u t,:.
Q. _
3 7 tac.f t<5 25 hst Loser U Tr o
'DRE 2.23 Ljg w
ou
' & a.
?k.tx2.23 a
174 feti
< /54 : h,'
cas
$$ 2 '" 25
~ 9* # "' ' $ < S'* **
- Y'5
- '72
.y-n 25 w t.25 51fs**
g 23 &
o.70 Ue il y 2 22 e
859 fe' q tas p' C. 25*
WAl.a.
De ko Irl ;*-:./ 16 CHG A R
- Me rn CR r rr e ! r? -
WA L L d' rlast*/t*
- / 5 UN n'ef fNCC C.h.
U
\\
E',,,, m,
?f:--i-4.0- M'.4 -4b F
- 5c A GENERAL COMPUTATION CHEET CALC. SET No.
kvj ca,,, ) ene av h}n_itad eggineers APo Jc3 g
x1
\\
.n 2 6.$I
.$.3/
NA40E OF WOID i
conseamy c A t.
t_
6 s E P' unrT/s sostri 4EA or 95
~
- 0 SUBJECT _D # E s E t e E M.
8LDC _
9 5 2 "7_ o S Y
[
MA scH A1 t^) A L L.
E El'A i/L We iI &G D t.T'$ n o$
WeId do, R e s i, a u n t A n g i t..:
S u z *l*
( 06E toads)
Fence o l~
iq o f wolt rt c
S-e 's, o.,5 = s.ss pgy ea l
,p..rg,
.,p,
~'
t 3.3 s s e E 2 * * ***
'*~~*~
N o so. o } 4. w eld s s ' "_ $. ' IS' l
It s q *
,1 i
1 31 3L l
V
. J N6%M<b
/
p f
C I
7:,.4 4g aeIA mnJ,
sus'< z' 14 s 4
- Tc,ee on Cw: T v 3g, J. c 4 cl = s.s75 1e 1. 7 4+
(afr,.s.)
m: $. S T s !454 =
.7691 5 54 *lin
(, s 1484 --
3.04 Sa 5493.
2151 '/;,,
g 1.741(3.045o.5)
A (he Hal/ oI Ce.2 )
[y-g54 + 215 L
- 22: 1 * /in (a s s n g,,,., s 51 0 70 7 s 2 I, oco 4440 */, > 2122. C.k
=
o 16 i
D
---,m.-.
4 C 7-l - $.P. *4')***2"
- IS O S
.e D 5007 h 3 n GENERAL COMm""ATION SHEET CALC. SET NO.
[IiNNd SR PR ELIM.
l aconsvucers re.hDSSIS naa' XI uma on cowany CP 8-L 85EP umin VotD -
l SHEET u s e or g ~e suad CT D I G.$ & L 6 E N E / #~T*e A A L Of.
J.O.9527-o%2 "s,
COMP. SY CHK'D BY ACU
/
m A sons Y W ALL R EFA IR WA L L 4A h
[4 /~:.
g, g
.g:
C -C-T Y!
Desisn o -f a e Int.
fo,
R e.s t, ts. ; n t A m le 1 cssn use 1
8 4 2.*l* (c s a )
F.rsce rop of w s II
=
\\
c g, g g g y y%
Pr.,3,,,-
&~o m,o.7s =
- 5. s s '
a, D.
S g
i Twy S' Melal th,b HOLG
'S o f*
f
- l%
e0LLO DsA.
fewee on weld, o 841 t2 s)
'of*-g,Ba' 1484*
=
Ti.
\\
~
4".y s ~7 s S I
~
s 5.c 4 Ss Os o.S71 1 25 l.09
( A ff io 5. )
ae in s 14 S0 t.S. 5 S 5492 I' *
- n SSH
- li n
{g
- 3. o f 7" s S22.2.
0
- 1. o 9 '
A.s s u em e z o 7.
In c, a.a s e in i en sio n ala e 4.
P ving ac'*on 1 2 5 522.s (e.
e 4 2s x, gg a,, f( 3
- 4 * #' N asa E, s l412 s 4 I4 o
- lan
+ SS4 f o,e.
5
> 4Ido C. k'.
46 40 * /;,
o.7o7<1Iooo s ag 16 l
O e
e
- -e em.-
,y.---,,mw.---
,w--
--r--,.,w.m--rv.-wwm,,----
3
e-----e-
- <--~= -
w
o
?f;7-l~ 3P-M'Al 02.~.~
^
"#74 GENERAL COMPUTATICN SHEET CALC. SET NO.
M PRELIM.
l a conswuctor%s ec.
c p h t.
??r=
volo l
nme or cowner u,, m.
SHEE H# OF e5 F L'C Ci-524-E l 3 G..
R : c = ** w u. ~
eumaecr
~
J. O.
is:7. o p e V]c l{c S e. !., c, cl El. Ec *o' E
CO*Y' N CH OU v
cx
/#
h. %,s.
9:27-r- l? ?&.11: 7 Q7po
- ' ',, g o f
!:,,.f.f.nal cow. %' eel,
.w, A 2 *? G s'.o
- DATE 947E Z.r 108C k'/ ft.
( Au 5"1" #10ltPU p,,, e f lP ": l Ostea.fsG f-Q.i. se G
ko esel.
=le.k i I
,. - 117 s '
%e es.1 a,
7 4 s = 1 17s = (si. - c.6 #7?) e,0.7? s 87 9 = (T W-ada }
~
'" "'8 7
~f *
$ 6 d.
4 5.?7 c =- 164. 4 - 1. W. J.
l (tee A.3 9/3.,&c)
"13 56 d,
184. 6 + 45. i 1s 7 153 i
J. = : "
.cR,0f.,,d'!xe.G25 3 c.7ee # 5.9 =e 7 1 : c %
(
tr 9
3 2
x 741 in '
-4
- r Ic1I in* / f t. u.- dL EEyh*l
(&
- .?/k. [s. !,':se Lg l kJJ.. G
- .'.r ti..~
.~
?g{-
Pct *cc of via s.t.
. - g6,,., v,.
} s 14Lu/:a N$io,.
3.
"'E
- 0 E
- 0.c q toe.
m a
[
fa !,f2s,cee $1, 3 N n/23aceo Alegg go leWip*
g jt E9G *n/Ste; TRZgugstgy gasisg ;
f, o e 5 y
- c. 8f g-I ftirteb MAsv$i, 0 05'O --9 0. 0 46 l ?oc.
A ce u. 'accrea::. :
oEEG/}
D6e('/2) 2 1. seic~ E-W o.2q.3 0 62 y f/. 4t o" E. W O.Oly C. 4$ _dp CBc Lan=s f.esw
- * *' ** '2 n~ e e 0.2G
.es osa A cc a!. e 7
Maa c. 6.s Gos @ y27cth,4 < 41,,.
---s> Mar s
- '"/**3, 14Lsa,. q_
.'. unenscrea E
V c.24 = E! n
, IcG ILs
,, ~
1 :r7- / -p- !Ai.i-: 1.- F 8= sets n tsna GENERAL COMNJTATION SHEET CALC. SET NO.
tnitatien entLiu.
aconsouceors er.gineers FINAL
[
C*kL Prf' VOID i
u m os cow any uurm SHEET e47 08' 4 ~
DrtsEL G r <>.
3 t. 2 G
- 21. e er w L: r sl.O.
o5:7. e p.e N, er: 5 m,6 e, d (e.w )
- y cour.sY cHK'O BY
{*
l 31o * !* u 3 u 4 7 p i ( [o y,*.* l L'
' A' Na O
,9,
+ = 0 of
,,..e..ao
. re oar; n.2e t c g 3 70 */ pr 7.ppe, ry. 9
/1/
i L# #'gl lests lea 15 24 3c f /
< 26,ose /ei
=
e-l
?
>a 00 $ ' E
$ f5 < #Ihl
, C./3 a
7 G?Ga T12l~
/f fg; g tscfs,
{vC./
I o C a 4t.
y,
L #4 a c.7tv f./73 32,E Loes:
bcsogu A c.e "..e
- 1. 0 Sor C.L7s c Gi" g c.Q o
./,
=
r-s~*
- v
- ', 'gry, g,,rsh g it. ^ 9 4.*
- b$$ r Ye l* 17 E P
- EE C' ?N a geae.g c p.uL 4 *l e t 9 'y f,$
g 1546 *j ifs,
. C $*
e e
{sa 26EL"'97 c 4 & & 2 f* < S'* 0 * * }*' '
& * **
- i II fs.- <,.p..
f r c. Is-y, 6 < r.,,
u. is ;r.,,
rep.
< in n-4 c.it
~
p Aw:c:
~
ar ne v:p er rc
- wau, m use is, EFFEcr ci e f s ssers s :.
byA LL
.J MAS A
3 ' 4 " w k ' d."
of e odou A. C. k*.
By on/CfWr&
( L) fM3 Usl9LMC CRITK AIA t=
WA l a.
I:
COHpMEb, !,n oora q 4.
Ox.
A C T IO IJ *.
SEc Pin S o - 2 3 2 mWR-7 J
- M e>9
- a.
, e eg m see *
.m
-m e.
-e ge n., a 4..gm m e.
m e pp64S D a
- 6***4*
u*
- n. i. e. :,..,.,. d.,
,~
GENEMAL COMPUTATION SHEET CALC SET ho lety conse av L Ctest av APu s]R 3 (J11 tad en-~~0kiens l-x s o.t&.9 I
<?L* I' yy a,
CDesPAM C4 IL 6S*#
umT/5 s crv e 7 A or 9F
. SUKJECT D'E*CL d Est e p A re R
/3 L D C.
- AS? 9
- OEi A C 5".
- *1 : J A 7
A s v. C AHO M WR - 17 wolo s
.sLeon Fevee at Toy of ta s It Sy.c. ;
- ~
IM W A - 7 /d i V. 6 t o, 5 L, s c, r e' 18 S *IN
- e se es t i.e t t - c e G Tk,auck be lt s ove af z '- 8 " o. c..
ro,esj,,,gs i t g *ltr,
1, s,
so1
- o. c a s'" 1 t o,oo ?'s 2tuc"
}~ $
A.2o7
- solt, P,,,,a V.s s m
'P SC L o. K..
4
~
H cheen Held b e ta.oc e e Lesu k in2 <, t P.,
/
-,.1.*5 Jf SeS Leng4k ef esaeIJ ie 3S" L G1u s J. )
g s s 11, s~
(.,
...L.<<)
e 4
11.
3 9
g,
' %,I el s o. s v s as ~s 3. u g I
a e
isS e 16 l
La c
- L
(,,
S 2 *lin
(,, S e t 1 s4. 1 C, gg a j,,
I4 g*, 3. u g
,/
(,, ( s 1 *.e 7 7' ) k s u li n a s,t1 og
{' d hel t -
cleck 7'*, y u.
,,9 4e,.yu e el 2o TT.s.6s.
6ett Tighte,
4.
a Bell-24se:2
- 3 e, one p 2 e' 20,0e o y
- 0. 8 4 % s' * '
s stUo Sea,l 79 y s s' m
.s t ess e,,
usee k
=
s 4, c, Ass se.~ e d 4 0. G 1 (N s o.c 1. nIs o r
. :# a s ra' 3CC MW.2-7 3 V C cw DCd DC t
- o. n.
~
OFPH8o-12
.~.
'S f 9.T27*I-f.sP'* M V/=01-F i
- na seer me s.77 GENERAL COMPUTATION SHEET' CALC. SET NO.
l M
PR ELlu.
l fg a conseuours re.
rinat X-C f
A '-
Voto -
I mme o, coway u.orr=
SHEET ut CF 9i V*E**'
C 2 " & ! ^ ~e '
- t. 0 C -
n'"sou!"
's A L L f m cr J.O. 95-i.o?T "t,
COMP. SY CMK'O BY APU ca.
wells 6A.
b K L.
Es-o o
tols/ro ee-9.to f r i.
cotes by D e l e.
s L e e.t-
- 49 R e 1. DwCs F - s416 T ' I91 '1 mss uss u ne.<=c ke..l "s ves.
est el ine-tia.
c a l c at a.t e si:
s g
,C., y
, s '
'l t
6 i l' e
i L
J.-;/
e r,t.
2 -. a e o '-.
o u
o&
,"j
-es F
l.*
s 15 g l
a a
t.
I&
_t_
t&
_f 16 14 I
~i
't 6
7 1
'.,' *.C l
u3
( *f. 6 2 5)
I"T*7 3.2 4
.8-IL 3 1. 4 A = ( h t is )*
372.77 e
-l'. 3
- 2
- f. 5 ' (" E 7 5 )s
.o-5 S. I co Zs ls Ig. 1455.52, s {. 3 4 !t. u o ia" /,. y
(, a 93 fo s s' (s e u o.G c o ne,,, H4et n e pe, t 5% e 2-1U e s s et s.uo 7 s e '*
2' sl m,,, /, y
,zs.,,
b
- u. s ir', s z r ; "j, r 7. 2 i. j,.,
' 2
- 7. 4 2 r r.
y,,,
si is 7s
)
'M
~
152 7 1 - 6P-Mw -ot-F 80eu test sty 9MS GENERAL. COMPT.JTATION SHEET g gg7 pg, g
M' R P LJ C t'.
M *L'*C rm X
un un
\\
" I ##
NAME Or 4 010 COMPANY C P f I.
UNIT /5 s.arv 49 or 9 5 48 * ~'
- 01 I
_. _ tia s. 7 Set *fL C AA' E 1. * *. _
e* 4 1, = ' # w watt-Woll 8 4d. 4 con 1.
t f9 I84 30, e d @, CPe # o# M
' o
- O O o 3 I"I I=
0 " E 4*J 8 T
& 848# '
g l 314 x1.1to.ee s 3 45.u 8S 7.civ a y
b s.J e t t e s.
P.r
- o. o'o o s u ( ss. 5 )
=
- o. s q s e c.
Ps o.coosto(14.s)*
s o.1o u s < c.
wait s C.
'p e,.'e s sp,e a al
. o.As
- n. s l 0.I16 s e e.
o.48 Pg,,,
O. zo u s
=
1
- f. I t s o.116 see Ps.;, s., 0. S o u f, o em co ver y sst e r yve'e t'ou.t's,
4 7. c o K 7 7, D S E I c e ci. G A f..
23 O.93 f.1 1 K - sa.3 v e s f e a ! e.
4 p3cegt $ g l. 3*o'
- t. 3 1
- 1. S U f. saJ waspawns
- 3
E I.
- C s I.Sl9 006 D esig n Acr e.l.
.s
- o. s s + I. t u,s.,g, g, g u g _ peg 1
Pir se se Z u. S s 2 $ 13 y
sM,, 7 3 y
- 1. 11 5 42.
s pHg g
T e,mcKed.
- 0. l ef
"' A 3 tt 3 3
- 1) 15. M s
s
- 17. 6 i n, l g,.
Ze.
- o. l 9 v. 3 6 3. 4 *- ( I - o.89 I
4 o.C3 sec.
Pr
~
s.s s zou s
t.57
.,a38?*8.5;* 000 s 3 7. &
P e vi e et.
noege o.9t g.gg P
o.63 1 c.qs s o.373 sec.
fy, $,, e o. 6 5 i 1 11 0 70 s e c.
e 7, o re co my a.t en y,in Fouk.t.
4*/.066 9 */, 0 6_6 A ee < l.
E L.
23 03A O.65 L. o.s n etyen s &
A cett.
St. Sa' O.43
- o. 7I g. s.),espee : e.
0.43 o66 De:ee a r e e.t s o. u s n I. o S s
e o. C, % 5 1 05 s o. 7 I c5E a c e s. t. 54.b o 3 # 78 I.45 0.uS
- J
-- s-qf*,.7=,'~(s.DlAN*C5.*f see mot esv ene CALC.SETpec.
lsprvl come, av l can av CD$*1PUND pelEust.
l gcg N
'*L XI
' ~ ~'
MTE pu.
fi ss1,/r.
- ,: r ?.
,,g,
g 8'
8 L carr/5 CowpANY swser 5o or 9 5 suuter - ' m e 4
= t - c
- e me r., w e n s a ef t-r-o t t wo r t:
4a la
- c.,, t kl o.o s 1 11 s. ' < t u. S ' s a u 2.
sj 1:r". Ksv s
yu Mu:."< tu.C
, s S u'
- m, t
e.
{,,, s IE C4
.s o s.s
- s. e to C ps
< Cao e n..
S r. u
(,,
I S S U '".e 11=* M.It" s 15 9 S o, z S 4, ys :
> iu. coo r t. C..
IS". El C k c fit.
s.Jo lla
.['e i "I's.a o. c.J a f jp e ka w e* o av 16'- f l.1 L t,* y I. I u.
e SS-s.
24-7 L1 23-4 H We ll 44 4, 2 4 - I ',,
- s. 4 '- d' H s.> o il 46 17 - S
- l.,
I. I 3 se r
- 1. #
s 34 4
{
p. ='- s'
,o ei
,,..,a c,:-,..r.,,,,,eo..
a t- -,
saca -~
f def. Thee ar o viel / vse l ey s *J o f p i e d a.J
- f. r w e,n
..,. 'a y
a I
w i
s s
I.> b b
(ds fy Sif l
W.wi, s T L*
G 1
IS8 I'3 '"u Ds El I,9,1. o. o e * % Jfa.
I
( l* P'M,
(g e.gg s)
Sye BM8 G. SS 1 fo *
- 1.,. e 15's
- s A*
u2
.c 1
,,,,, 9g g se u 356
- I
(,. 5 r, f,9 W
- 7 2.
s
, 190 ii 331 2A4 o,opoggg fa 50 1 c f s.
PS tZ,
2],,0 03S s e e.
2 s' '
- s90 f e,ie d sp s ea al
- o. 9 s "
- 8. l l F
0.e331 o Mi e C.o30 s e c.
w.
- o. o 3 && s e e.
f;,; g, o. e 3 3 s 1. Il
=
1 l
f s o' o f o ssA s,
A t e e.t.
Ese m teanyudto s
C 4 7. o s s vy,oss E L. 1 S' O. 19 034f G. sm D w ez ye e s s EL So*
O til O M *m.
E-se sesfemas -
~
. GENERAL COMPUTATION SHEET ggg g
- 'EUK l
- f. C t.)
cr
- MND M
3 e
N
/
pTt M*.\\
- r. t p i r e a...tt.'*.
mg ny COMPANY c P
- e.
- UNIT /s snar7 5I
.v '? 5 sus;tcT D's - r o 6 e a-a e - e _. n < <... e w e u m 47 2 -1. o s 7 v.s o li s G0 b-ce n t. -
- 'A ' **'", t.or s c.13 $
c e s ia n.
a r e e.L. r oot 3.
t cre.t. s *
- 3 * * ' " ' s I. ar s c.4o D6E 2
ACCT.t.
=r & c
=\\. Oh f. '1 M o. s. S,
ca.! eht on:
A ss o en e ome e.s a y in e Lov 'ow far-
.s 4 e 2.s Ps /
- C e
IA/g s C. 2 3 s 4 'A
.t 24.5 e 237 s.L s iIq s4s V
~
ms 2 3 't 's 1Ss ', 't 2 C ' *
- 15 4 ' '
u e c a c k ec(
<- m e,
s t
[m 92& 1 13.s I. I 2.7 I 4 go o oh fs
,.0."S e
3 5. L0
[,, 7 It s 12. s 4.lf 4 15 9 ld,2 3 4 ps i 4 2 9,e c o o.R.
CI B 5. At g.
IG.139
- 0. 6 %
s
- s su.eee
' ' A,
18.9 fsE e k
- II.4 c.t r u7 c. M,.
O s aT *
't. 415 s 3. *L G "
~
Uz 88 9
- 1 4' 40.6 f s e' t.
14 0 0.W.
L.
- 40. L a. *. 9
.s 2.M s o.93's f.tf
- IMO few doe LosoL2 Ma s "T i t, .s f.74 e
c=a ca tel.
8 2.$ 3 > Me, a 739 Ms.
734
- O.59 E*
'p16 3 s
u
- o. f 4 s S G S + ( t - c. 5 4 } J f. M e D C t. *1 in Z g, e
80 2. 7, c. Z S
- L, Z
sgb
_8. t f s 6.Ess io*
8 8
S{E
,fg
,3 g,
.f SS 3 *f M o. 0 & o =l f f*
?s $
0 0 && C S C.
10 0. $
f e =r 'e nA Sf s ted
- O o *7
==" 0 057 Accet.
wespons t,
d'<r,
- noE, L
77 EL. 2 3 -*'
E-W 0.40 D u ig e acc el. s I.oS te.4cC s 0. H
E s. so,. e' E-J 0 41
~ -~~ ** --
. L._
,e>
'~
9r r7-I - (,.P-rw-c2
.C~
GENERAL COMPUTATION SHEET ggg g
y, i
m,,
W.
toescipuMD muum g o. g Xi MTE un p
en 11 e Is *
"!1ml*~
y og a
~f E
f L C008PANY-UN!T/$
sesrt 51 or 4 S J89527 881 w ees s n dan 4tse
_-en.up.
we t t,
W all
&d. k-con i. _
e p 1563 to ts u e.n e.al
\\t a t s. t )
- o. u s s u t e t ee. S 1334
Mg s co nwee g e n ce af ye, ok e o. a s s.
.s e e.
A ces t.
wes pe e s t,
- o. 5 s. 3.
EL s e ' -e
- s.a o.M s C o.ee et s I. a $ s. (*'5 ' ' * **"'T i D ss s':
o.50 g e
e 1
~
tr e s
- o. S o s " 2 s SSt 1574'*
s 751
- o. W F C*
ma if76 J
o.Io (sny sne 6 5. s. in"
- o. c o < 2 6 3 4 + 0 9 s 3 C. M se e
s Ze
& $. 's.
c.14 e
I J4 3.4 f'(ah * [Is.)){e.sAs4.srs**S sz. r a,
o.co
- 73 4 P:
2#
o.eva see.
52."7 P 4, 'e el sp vem 4 e
- o. o f f --* O.Os9 A cc el v e spe nJ a,
7 '/. OSE 13'- o g-w
- o. 5 L S e' - e" r.w o.44 Design a c e ef.
3 I.oS n
- o. 4s c. S o 43 2$5,1574
os r g * (as s u,n e) salv e. )
rr1g s
- e. g o t u.s..s 1
s
/
1,'. 4 9G~.7-l~2-tru) C2-F 80mm gast sty ins CENERAL. COMPUTATION CHEET g gg7 g gpp g S'soPL*o mum l
p p i; g
X, u,n uheir
'=='
s A
,,.. ie,
connesnr C P k L.
unms mest? 53 or O f
~
& A$21-Ott
- sugst, 3*E1*L een BLo e _moseurv
<,J e t t wo,s e s. L - c.
1.
O : E.O.L.
A c c t. t.
vaf'o s 2.17 o.23 551 ys E 4 IS k "1 0K L.
o.38
(,,,, s tit
< 2.17 e
s.
s4.Zsq f**
t 2.s7
= 3 5. 2s9
fg
< 5 4. o o o o n.
h, o. 65 c.
Ps 2 6 p s e' 4
72.
- o. K.
1s o.34 ll. 9
't 2.17 r
Li s Pj'
< 114 o.x.
- 1.. o.u v 53 psi us eso. 4 s 2. i v s c.
C l e ct.
few e ((e e t" of ofe.si sg -
st,;r.S6s",e' e.ipL el e,;t ia. s 6
- #s 7. 7f ' t 7f 4J, s
- p. 2 3 s W 2 d
[j
't.7 5' sa#g o.2334tg4'A o 2 3 5 8e < 3.'7 s s 87 #I'
/
s IM.12
't. 4 9 s.
~'
sM 1 9 C o l.
er,
..d *7
/
A
.. m f
su g' v
o
/
fraSgr#
A687*2 I
' 7L S "_ L 20'-S e
s f
Mey.vas 59 87 4154.47. "f4' li u t T
of IIM T
- I2 4 8. !
[,,,,, s af 2 3 4 doo
- o. 75..
~~~
35.9 s
llu t < I2 s U. li t 15 9 2 5,6 9 $ p s:
's Z u, o c o. !' '
(s s
s$ 50 in ve,4 i c. l eli-e ed ;..
hi ce r. s e., ve d ;.s e l y se e.1 is ce c a i d e, e,L only ps e v;.l e st
- n ve,4ical spe tt>
- 2.
- 6 es f.
w e lee. s eve
& d e O =r
$n e ass t.
See D s.a C.
f*14ST, 3 G C. le = 90 $. JK C. Il = 3 l 77.
on e s ne.s 1 in m e,% I.
.s t e e n is
- o. n.
alp 9**
19, y s l e u2
- c. k.
9n
~
e 7.G151 S.25 O
LA s
$ e f s s' 4 ille 0. Pt.
2.4 s o.934 5.*f
_ _ _ _ _ _ _ _. _ _ l __ _
s' -
ng3-l $ D-fA'JJ 01.?
eon = sant es, me GENERAL COMPUTATION SHEET CALC.Sti No ingvl co
- s.
l cuo av (DISOPUNE) pagyu,j l ej 7 gpg gg
~x1 on
['. '
seino lto
.keles u
y COMPANY f k A L UNTT/s sacrt Se or 1 5
- # I'# ~ # A I su ot:T D'E-h c E a' SiSe.-
s'a e e * * * - wui v,P a r t 2 6o. b con i.
To a D6e t o sat. s.
A c e e. (.
w.a. l. o 1.17 (cos a t,.)
f,.,. 422 ## ' s 2.17 s 92q
.e 15 u 7 og
- 15. 4 1 g " ' < 1.17 c 5572I
- . Su, oc a o g. (31. **e<21*essed)
(s 9s IS Y<
2.19
- 39 ys e
~12.
of as G o 1 1.17 s 15 0 p s e' 4
IS4 o Ic.
Tsl e T E :
e Woll 4 (o
' A S - bus t T sneteL s ke sa s sel /
see 4**
Je En ts on siJes.
H e ti is
- c. K.
le '
is.e sa* 4 be ha vie w.
me,,
<.4..<
- e....,
,e,
,e _,,, _ e,,. _
g.r e s.> % s o.e oe: s ing on L en u s t-se in ha r o e.i.
'As ousLT*
.s n e t eL
.s L..,,, s ca. a t n e L j e n t.n s ed e s.
s on 1
Fsetd ve,sl: en 4 Io n is w s Au s t i sol de 4 t 4 e.e m :m e.
it
>;J a..,
a,a e,u n n a t satiJ
., 1., so;n Fs 2/
sidcJ 0,e ceu.t k e,L ve,4!c,1 a ngles
.s k.u t,I
- f. o.
in a v. n e a 4,
gee u..i L.A,,;,,.
rn P to e e si.e*,
.sino. ;-
e,He,'s.
w on.
sun N
.s a n,t e,c lin e,L.
o.n.
A cTIoM :
sat Pm C o - 23 2, tv3&R-7
{a, w est f a..
6'
- N##
e ee g,m
- g. imp.
e-
05 ~1ol-G?'.*NJJ 03-Y tsora GENERAL COMPCITATION SHEET CALC. SET No.
lsevl cons
- ev Cut af
- U"U Lou y_ p.
4 aj c.,
m' X:
art a
f,
,,g,
,,. 2,. s i ro-4'l'
~ --. comenus c9 tL -
0S&D ~
untys s><ssi s u A or 9c
- 48E7-0IE suaJg;; Des r ! L d E AJ E 4 41'e 4 S & O d.
A G f.
In st f.. l *7 T L t.s co P Y l~c. 4 S 4 VCC
. /3 :.'
$.53#/,r,.
4's'tu.4, 5 A 5 tic 4 EOg.Cc,:- TD.*
7 12 n o t e k e el 4e cleo exis t ing L 41 u s } A c es 2est,a;e k g i e r. m.
c b enet y stweis in con c, e f e l
not CLe d eng l L.
l I
2 '- 4" t er S e 1. 3 & h see J 4 2 5 t '/F r spams y
fg **
s
(, e 13 t y 2 s' 251 ' E 5 44 2 I, 6. c o O.k-s p
5 s t. sod Iy t* Lee 5 con t w eit sondge e n e k e r.:
- m. Z 3 H v 0 $
L'-
- O.C.
b
./,
Pe 158 n1.
SIG wL
,. :. '.. ~.
e. 1 1 cea.ory u z, s.1s m
p,---
5 i
r s is'
',.'s v' *,.'vr,
. s s i s. */s.,e s..,
f s- % s~ c a. r i.<,u.l IEN#5 3IOI LLV et
)
Eco acc spec.org ro 2 2 ",o c..
See M WR -/7 ast
& c'n' x y c,:-
l-97 9 0 - L s't Luca sctwccs A r< c e,:.:
m =- 5 " x z.56
= /C ?: 40 w.
LG c,c p &ncr = I 2 9J +.5" 4304.a/vcw
.5 t q.
Li 3 x 5r: 'M x :/,
DAnc.:y
//, / 3 9 L e.
=
-