ML20148F820
| ML20148F820 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 01/21/1988 |
| From: | Liaw J, Peterson N, Skvirsky Y STONE & WEBSTER ENGINEERING CORP. |
| To: | |
| Shared Package | |
| ML17303B208 | List: |
| References | |
| RTR-NUREG-0797, RTR-NUREG-797 GENX-283, GENX-283-R, GENX-283-R00, NUDOCS 8803280294 | |
| Download: ML20148F820 (60) | |
Text
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _
g d.l ?
9 STONE & WEBSTER ENGINEERING COMPORATION CALCULATION TITLE PAGE PAGE1 OF d")
~ ' ENT & PROJECT CLI Ts>vX QTJLsfsLM GDJEAAT?AG m. / CPSGS LW176 I(2 ny e, pm,..
CALCULATION TITLE (INDICATIVE OF TNE OBJECTIVE):
JK VI 5715 AT, ON OF Si f~
,m.
M E..D E
NUCLEAR suErr aELATED S..v ; m e s t D
N g. NUCLEAR SAFETY RELATED CALCULATION IDENTIFICATION NUMBER OPTION AL CURRENT OPTIONAL WORK P ACKAGE NO.
.L O. OR W.O. NO.
DIVISION & GROUP C
/ d~f'S v' NP(C)
@gy-ff)J REV. NO.
SUPERSEDES CONFlRM ATION PREP ARER:51/DATE S)
REVIEWER (SI/DATE(S)
REV1 WER S)
ECS) 64-Neve a CALC. NO.
- RE*UIRED 00 M.
CR REV. NO.
YES l NO l e 10h JMO?
l}fA f
20 "'* N QA Q
v REV. O
~ - - -
~
N.C r&Ncs/
( %"
gt.
v g
W l-/ A k) 7
/ /A ki l'20 ?!
/-/*BS l-L /- 9 9
\\/. $ je v e rd G n-e.r
) 7 C \\._\\Ii.'lIf.db T_.
i 1.1 i 3,7 pst y FO7 mi v.
a s
DISTRIBUTION
- l l COPY
- COPY SENT NAME & LOCATION i
NAME & LOCATION SENT GROUP i
(X)
GROUP i
i (X) e i
s l0 1
2 s
b l0 1
2 RECORDS MGT.
8 3, NICge{gog gg/j FILES (OR FIRE I
i 8
FILE IF NONE)
ORIGINAL 'MJ SR. CLERK -
ny l
l l
CHoc i
i 8
PROJECT FILE i
cucc ;
sn/srnF1-l c.s.Lin 3GR l
l G803280294 880331 l
_o_,._...-
CALCULATION SHEET CALCULATICN ICENTJiCATION NUMBER JO. CR W O. tj0.
DivlSION & QROUP CALCULATION NO.
OPTIONAL TASK COCE PAGE ~2
/5+'5V NP(G/
Gewte2 REF.
RIVISION STATUS TABLE i
I DESCRIPTION / REASON
}
}
REV PAGE NO.
NO.
O ELL INmAL Inus I
t I
l I
(
l 1
l i
l l
I l
t l
l l
I
S T O N E t. C E B S ? E R E N @l N ET4TNTF6LU@UDYR9w CALCUL ATION SHEET n e..
C ALCUL ATION IDENTIFICATION NUMBER PAGE 3 J.0. 0 R w.0. N O.
OlVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK C000 isy-W M (c)
Grux.92s i
2 72&F 6f dvMsyy S
/rsw?
BGEs Tir w l K',6
)
A'swsicN S77%5 D&f 2
P&f of Costr.@-7S 34 i'
l.o CBMcr/ver 5'
2.0 AssuMPDONS 6 ~ 'l t,
- 3. 0 0?LCvu17) cal Mirr/Lb 8 -I2 i'.C DES /GA) lNPUY l3~2C i
5.0 LonOJA:6 Cbub>TicN5 /9Ald4YZED 2l t3 6.O REFER &vciS
??
I5 20 NOTES 23 8.0 CONCLU$loAIS 2V
- 9. 0 50mMARY cF REsul-Ts 5 26 3i b.O CAL CULATIOAJS 27-SY ll.o COMPUT6K l-oCr 37 D2,0 COMPUTER OUTPUT ~ MuROFICHE 3?
Y n
"W cewurse &casm Mannew 2o 3
UcrgAsomc EynMMrioN Mensumiers 6
44 3
45 46
.,'i STONE & CE6 STER ENGINEEQiNG UBINOWAYiGN CALCUL ATION SHEET nme ss C ALCUL A7 TON 10ENTIFIC ATION NUMBER J. O. O R W.O. N O.
DIVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE //
15055 NPlc)
GeAIX-283 72&G of 6AITEkTS (CMTN) 3
/>TYA CHMGJTS W6ES 6
C Dessen Cnw&E AUTHoat?nncas IS D
WEL.D
[h0F~1!.E DATA IC to il at 13 14 15
[M/
//W ON *
/
is it 48 19 23
- I tt t3 24 2t t6 37 88 t9 30 31 32 33 l
34 3S 36 i
37 30 39 40 ei et a3 e4 4S 34
-_--------------,9-CALCUL ATION SHEET A $340 ($
C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O.
O! VISION O GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 1 15.V59' NP(c)
Genx-es3 t
2
/,0 C8JEc7/vs 3
$ C805 W/VW$ 0f" Tlf'/6 &$CWinkY/C/.) h$b~ 8$
Fca.cu./S :
9 10 l
O DENICA)$IAMd YYY 'YE
$/? R$ 7I/E W[lb 2
uf
- C,50 C
IS'
&k//UKA6C M ES
/Al 4U$/ C/i s u m c i a ri., $ m s t z.
saca ruar no crec,st ELALuimcA) of $72GSSES is RiiGutR6D.
30 tI a2 23 to war Foz VAtuas oF El:
Bn:ve:A
- 2) To Demomrrrrt 3s O s o i.W D
),0 0 t.
ThC AcivM. siF 15 LowM
'IthlE TW$ $/f 56T $15l]sU kb CUTU/)$D U) 30 Yb&&&
b '" l$ O f $f* fe 32 33 34 35 34 37 3.
89 40 44 43 43 44 4S 46 n
STONE E CEBSTER ENGINEERING @6@OR A71@N CALCUL ATION SHEET i,3 3.,
C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O.
OlVISION O GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE b igy=r'/
NPlc)
Goa-2es i
t 2,o AsSOMP7iods 4
5 h
6YT6AISCA) 07 THd MODGL A b!$7AAJC6 of; AT GN; h '
FROM GEDMGT2iC Di6coNTuJuliids LEAST IS SOFFIC)EAiT TO IsouTTC LOCAL EFFECTS 87 11 ScoA>DARY (wbiTiodjS Alib AfPLoED LDADS FROM)
Tts AREA 0F 1AST6PST (UJELb sHRiIIKr%E RestoAl FoR DETERM1AJ4710^) O F S I F.
i.
i.
19 to f
'ThnCc.AJESS MEASUAGMEuT5 uje26 TAXfAi AT EGDi1LLY BfAlsb LOCA7)CbCS. Tile Tit!Ab tS LC<dTIOL' CN 61TH6C 512;6 CF TH6 VJELb 27 C64 TEAL 15 A$suivisD 70 BE M TNG fwlT a>HERE 7HG tvELb SHRIA) MAGE RG& LOA) 37l%75 TAPGR > Aid.%At> 0?AbtALL1) FROM Th'd TO Hom>AlAL nSAIG ouTSiOC DiAMC7EA.
36 37 3.
39 3)
NoMIA)RL OUTSs DG DiiW1ETERS AA>D LUALL TAlcLw&SSG5 ajEf6 ASSUM6b ouTSJDE TH6 %~GIDA) IA) tug /ct}
. !cTunL UT MGMuma u.)RLL THICKAJESS DRTA
)
46
STONE E WEB 3TER ENGINEERING @OMOM?l@90 CALCUL ATION SHEET a sm ss C ALCUL ATION IDENTIFICATION NUMBER 7
J.O. O R W.O. NO.
OlvtSION 0 GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE 1%!$d NPtb )
6fx& 283 2.0 A%cWPYiOA)S (Cos}k]
i 5
nlAS PRovD&D.
7 8
9 10 4)' T+E MEAA) YALUG OF Ytts FouR THIcwSSWC 13 l
PPc>vsDGb 81 UT MEASUAEMBA $r &Xti LCCATioA!
is UJAS i)S9D TO DSFiAJE 7?r'E MATHEMpT) CAL MordL 17 18 89 to tt 22 23 ll:6 TAPER. san Pterichs oF ras wGtD sagirxue' tb iMGA AA6 JMSt/NWi> 70 66 CON / CAL a 27 28 29 30 31 6)
TnG SPAQdi To Tric GCb STATiCA)$ OF~ MsASGRGD 33
'THICVAltSSGS AA6 6&OAL TO THC $PACIC&5 'Ib aA C % T.
35 Di>TRACG FPJ.w! 77tE LocATIO4) OF 81 7b l.E, Tit E 37 THG <-ocATio)J OF t2 15 TH6 snME M niA T 39 BerwSEA) THE LccATscAM CF tz A/Jp tg rce
.i PNy GNEAl PaceteM. SW11< AR l-oG1C nPPuss 43 I
bE6 D f) NE W $8 'D 7
D5 8 TO ft ALSc /]crrt 3 1
STONE Q. DEBSTER ENGINEE RING CORPOR ATION CALCUL ATION SHEET i s:ms CALCUL ATION IDENTIFICATION NUMBER J.O. 0 R W.O. N O.
DIVISION D GR UP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE b J S*//fV NPld '
GEN y'- 283
"'~~
9,0 CALCUL.ATscN /WE77'oh 4
5 THC BPh@ M.ib SRDM1LY SH2u.4% WELD SiiP//JZARE REG!OA,)
WEA6 MoDEt.6D US, A/S 19X/$Mi&!E7RIC SCLib Ri&G ELEMEN7S OF dudO/?>&&TEAGL C;&SS 'dCDCAI &
DESC.Rt P Ticd.! W HCcu 71r5 MATHE^i)ATicift MLDE2 5 d)Ep?L=. GGAMAi?TED FROM THE MEi950AED i>RT/! Tv?,Pl.D is FROM Aci~ML f/Elb Mf/?SLNGMd/7% FOR 7W"*6 J
vn2iovS SPECS FIC tuGLps &>ST6D ON PG Ul Rxu;us 5, 7 71 &
/- d C &. W 5 Cf TM TMN5?eT) NArioAM aEL6 TRWEiv as
&'d SHOR7ER DiMEdiSiOA.) MrwE66 L /
iM!b L3 FbR Tid L6FT SIDE AA.ib L 2 A 4'b.'.'!
Fck TNG AIGHY $1DE. EEFGR 7D ~7H" f S,GT&r' C/J 27 PE 9 TsE oursipE Moius ur rHE tuea cestra ens OErersax..AiBo ar susrancnA;& rn irmacwr 31 O f ().0 0 l b $
lN$i$h$
0 h$ k0NlNkL D il $
1 RADivs DF THE fif!AG, kr wf6MGD)ATi LOCRTicA)3 35 fucos THE TAPsg Po.e71cm, 77/s ourStDE b)DJir5 uMS DETERMIAJEb B1 LINEAR WrERfblAT/0/J BE7hlE6v THG WEup (.EAJ7~sA. tND OMINAL flPE Si?G cut 4ti)G RAblis 44 i{h/ s h)f Y $l h
.}lJ'CD.0Y Su W $ s b h Y
l 43 l
44 es 46
STONE & CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET nim es C ALCUL ATION 10ENTIFICATION NUMBER J.O. O R W.O. NO.
OlVISION D. GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE1 ify.W NPk) 6sijX-289 i
^2 Re Ro s
s 2,
en n
6, i.
e i
AN-1
+
A 4
[
f ie 1
iN h
4 ii l
'2 v
8 s3
//
L2 i4
'5
/?
Le/
~~
i6 17 is Ulir?:* ?ilC IGnDi.Ei i.//M C f.O C K %'; 3 E L x K;.. ;-
- h LIV.EC~;O/)
lllDlCfiicT 24 2$
[
26 27 20 29 30 31 32 33 l
34 35 l
36 37 l
3.
39 l
40 41 42 43 44 45 46 l
S TONE & WE8'.T E R @NGINE E RIN6 @@@@6@ A?l6k CALCUL ATION SHEET j
awns C ALCUL ATION IDENTIFIC ATION NUMBER IC J.O. O R W.O. N O.
OlVISION & GROUP CALCUL ATlON NO.
OPTIONAL TASK CODE PAGE 15;yssl d*(C)
G/ht,)< - 2 8 3
\\
~
i 1
3.0 0ALCuu971Cd M'f7WCb hWb?.]
4 THE 71'tCKNESS AT 71.-2 Locf/*OA) //J G0657*io LJ
/
6 (OSi'% TH6 ME/M) VA t.1/ 6 07 TNG ()T THimusSS e
MGA50REiv1L=ATS PA0viT.'ED.) Rzem rits cuTsias li10iv5 AT THA7" ibi'n, GRaoudt rathusiTwAjs i!)ERE GMPLDYcT) Berc4tEdAJ Tijd LOCATiOAi6 47 wtr,'CH l4 MEA 5026D 7///cxAjGSSGs Lufi:6 ftoVi1:20 /WP) LccirricM t6 AT a>HICH i))Mi/)RL Pifi^iG TilKKcssSES 66RE cSED iN CATGl? Tc LIMIT 11/d Ed$ud% OF 1/r'd* /*COLYist 20 TO Tifd GFFGC76 or rys wel.h SNCJ4,yME a.tcsE.
Et
- $ /Yl'U$b ib'k $ $ b [$AI h. /? hi$fff's{$ f is b $ihb f L
to 6 hyt' c)) Enctf SiDC ja 6t p6R 7t' Aioin 7a' s so 7Ao.
?
At DOLTio/J OF* LOCRL 7?2645 GFFECTS #f 71/f RXE7) -
Esib BocMiVAA'Y {l8F7 SiOC) AA>n A7 71/E' kw'rf DF
,30 AfP Li CA7*iO AJ DP* AX1RL A/JD Stet 1R LOADS (AiGifr Site),
A Fpus infSit was US60 liv rus EAiriRE a.,sLD 34 SHKJNKA6C hGIOA) lA) o2DElt 7b FADViDG picas /lCcLk%^7G A
96PAGSCliTATicN OF 7*HG STR&SS&C li> TH/?T* RESIDA'), /I 38 M c P S <'*0 6 2.S 5 A1&SA U)/M OSGO outs)DE OF TH)S 40 l
- Reclod,
[
42 43 44 46
STONE i CEBSTER EN'GINEERING CORPOR AllON CALCULATION SHEET o sete ss C ALCUL ATION IDENTIFIC ATION NUMBER C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE O OlVISION (& GROUP Gaux-ces J. O. O R W.O. N O.
NP c) 1595V 3.0 C4LCLUD2DiU /j/577/'Oi>
(con /bh 3
4 Ti4G MODEcr Pop
%lt ' 05 luces DstisLOPED id 6
THE SAMs FASillCN, tulTH TWG OuTSIDG RAD 1Lis '?T THE LUELD CGiUTsA SET GGuAL 10 774E A]oMINAL 10 h?E 3lM CvT6iDE PAD)D6 tango 5 CM IMLi~ TWE t2 LU4tL 74)c KA1855, 14 15 96 17
.8 19 to Yl 5/f$ $lbkWA/i kh& E!N i $$f//Y) hAOY!
I tu2AC 4A/ALy ?d*D 19/vD Rd L'dfL2.7'S.ThM> OA 74/2~~
At /8s7 /kce&,W. 77td Amrt ELG,'fiW AkAdYi/%
g
/
e.,
6
- /
/
e.-
t8 lbsr faccEssun; eto 77/6 toMA7EE cow fDl
\\
30 i
6"Gi= 36 ) 7b PETegstiiv6 fang npo bNG//?R&D 57/Gs5GS BMGD on igmiycLATich of 7HE Fiivi7E E'6 delit STRESS kSUCTS AA)D 6/7EAfou47)c5 7b ThW SORFACES cF THG Pirim PAopucT. Tins ccw?/Urse 38 Fv2THER DISC 056ED j^l RTTAOiMcW A-AM )s 41 42 43 44 4$
46 l
STONE & DEBSTER ENGINEE RING CORPOR ATION CALCUL ATION SHEET o sm es C ALCUL ATION IDENTIFICATION NUMBEQ J.O. O R W.O. NO.
OlvlSION & GROUP C ALCUL A TION NO.
OPTIONAL TASK CODE PAGE11
/ 64 9 /
Alf(C]
6&LX - 2b.3
/
SD 0ALCOL197/04 Ah7Aob (con l}
T~n G VALUES oF l wdEE ccMAirdD FtA' E4c / sto?t=l USiiUG TM POST - f2ccESS60 FiAlirs ELEMSfi~ Sh&Y9s KESuCTS A/JD 7//d /JoMi/Ji}L STRE% C57dMEO iW G~n = Mf'e>llZ.T4G Fou oujuvG ~ REL ATiM MJi5 mt> :
12 E : [fAL PddX STRESS)(2
- Q) 16
%d udLLA cf
& uss/UF* cYW'7 MERMS M5 ALSO c4Levu17sv I-2A' d'oM/99AsscA/,
tl 22 23 to 7H6 vnLt.g of 0g wd5
~
com u?i~ n R2 Edur' xa'E&
o IA) 13 Simicb2 F=t%Hto!.I FROM Tde FMi>TE ELE.41247 28 Pcs7-PRocEsscR 265ULTS AAJD
'I~N 0$M/6 7~t/E 8)U-W W/6 30 RGU37)C/J '
C ; (l'AL l-w99 RG@.67A66S) Qy 2
33 34 0
wAS auc coMfv7*aD USiniG 7WE
~
7ME vHLud 01~
2 METHoTM or AluRGilCE- 03^7I@dF d ),_ Fog compagIsu/
39 40 Ti+G ilhLUG OF V UJA6 D67EAMMlED JH Fou w)S -
3 42 k =(PAL FEM bTRESS) (fiH. Lw&)RISED STRES$)
g 45 44
. -. =
STONE & CEBSTER ENGINEERING COQPOR AYlDCd CALCUL ATION SHEET A 53'3 65 C ALCUL ATION IDENTIFIC ATION NUMBER PAGE O J.O. O R W.O. NO.
OlVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE
/SVG Mf(C)
GENX
23
~
l w
d i
d
}
O d
-W D
f' b
s+,
R 2
(
v 3
,3 L
4 O
I."
s S
6, g
.f, (la W
Y.
D
'E'
)
.'y e4 C,J e-a.
6 cf;)
,g G
o d
~
o' x
t e
A C ) 'Y.
t..) (O CN k
>f Ob
'$, T, 0}
9 m
NN Wi dd S if SS Mj go D
S pi,.
~
o oj,
co m N c, T+
mm e ta.
ii
\\t O to O to t0 ()
-p 83
\\/) M Q D C\\A e
n e w
m w
49 g,.n 3
bC h
$b b
hM M$
c oc 00 00 co 66
'd d
&[p.})c A
cS
'c gh r n
- 9 6! *y.)
+
ER Se' i
%9 6 +o 96
=6 2
a
- e.
0 0
d O
4 g
sW
^ ;8 f
y,'O hc)
$y c
S 4
4 q
w
'e Gj Q
M dd "l EI NU Mh m., us (0
Q R
(J o cs ic g
e c
2 9' x
n w
>~
e.a i
m a
c.\\
m s
m 26 D
1!,
b Q
qh y
g ea
,,q
=e k
k k
k k
k 5e
\\g g
o 8
g b
N O
s ol O
O O
i 33 2
ch e'o Cc cc f,
CC h
e O
ss q
p (n
W i
i i
t y
a.
c4 I
8 1
s 3?
[
t W
+
H b
E y
Q Co t)
W M
O 5'
ss Q
D'
- i N
R E
R R
4 s
e it s
en e
S o
o o
o o
w h
dj 1
k E
k 45 46
STONE E. WEBSTEft ENGINEE RING COMPOR ATION CALCUL ATION SHEET
& 50'$ 65 CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO.
DIVISION & GROUP C ALCUL A TION NO.
OPTIONAL TASK CODE PAGE lY
/54W
//PA i GEhX - 28.*1 t
9, O dss /sc./ //vjY7" (cow b 5
S?gf' 46% SGCTEp FC2 A.t.59L Y95 8
- Cm.c #
WELb N' 8
DcA #
Sriennnst kox)
Ramntxs Uit) lei.:G w i % c M iG K I 2 029E FW ?
Gl8'I 23C79 SEG PO 82 Ocd - PG Cl (o/o'7) o,ItJc sams As eve Mt (r,5C)
'S l-07/8 FV)118 O.l875 l'o?/* f 566 PCr 83 DCA~ INS C3 C6
(.C 67 ) 20/49 O.IVO S/WG tH ABcM (c.sLD Aun8
's I~097E FV)b E QABI lit 8d>
5'83 PG W DCA~P&SC?l8 fOM)
Col 875 SivG As ABov6
~
( C,5C )
Flub 2.
t' to 23 26 ti 28 29 30 34 32 33 34 35 36 37 38 39 40 4,
42 1
1 se l
l 3
46
t i.
1 y,;
-c93
- - d-:_ -
~~~.__..-:,,3
,~33
_~--
-0 6,
5
- 000,
- ==::::
36 3$
.C-
,hh$#,
3
- -::--~~
-- -~~~=__=
~~
s
-~~~
~~::::
~
.',,3
~
$,$,$-f y
~
~
~
- t
~,
~
~ ~
- ~~~~-
,, y rI
~
QY
.)
-t G
b1s
?-
t
~9s
%{
U D-c,,-
,\\
~-k"-
)) h>
Q s r.
c~
m
- cs rs
~s
%f s
cm s
N{e s -
1 g\\
p k
N'1 x.
\\
- e. g (p.
a.:
D
- i i
i i
i i
i i
i 10.00 g,gg 1't.00 M SU 12.00 12.50 13.00 13.50 14.00 14.50 15.00 z-RX1S
L *Je (Th J C
.e LD.
e*
/
m
/C $lh {,,,
l, f;>f j"(pp 'g q
~
Ro*:?7 y
- 20 C
LD Niillill \\
H\\\\\\\\\\HH f
=
\\H\\H\\\\M\\
t H)HHi\\\\\\
H H \\ MH\\\\
Hi\\H;H\\\\
HiHHH\\\\
O li)\\\\\\\\\\\\\\\\
O l\\H H\\\\\\\\\\
l\\\\\\\\\\\\\\\\\\\\
.M Il\\\\\\\\\\\\\\\\\\
~
1\\\\\\\\\\\\\\\\\\\\
'1 \\\\\\\\\\\\\\\\\\
FIIIlilli
(
. IIIIll!Il Lilliflill l'Illifill O
IIllllilli LD IIIIIIIIil filllilli
_N lilllllli e
i Illllilli C
1Filllll!i t igl i
I i
[
h li C
O ff' O
[
p a
_N
~
9*
I
., 6 I
f O
LD.
i (
l I
C C.
m O
W C
C O.
e e.
s.
)..
n EEi 5 ~_555EEEEss:::: l :::=EsEEEEE55
=
5__!!=!!!l E5 55E
-E Ei
,H
~
~
~
-~
~
~~--
~
=EEE E
E--
==E:EE:sE EEE=EE::E::E::::::E::E
~
~
~
~
=EE
=
E
==
- E g==a===E:===E
- g:s :
~
~~_
,~
,m~s,s~~~,~-
~
~~~'s%~
~
n-s ~%-
c ~--
~-
xt/-
'.N
.O s
3
{~
.rg.
e a:
w
&a N
v n,.
w
.~.x N.'
c-w a
r\\
s ti x
'3.
.l s
s
()
d'a
<~
~3
( -
D 5
'X w
\\
i 4
.x D.)
r s
,2 63 W
s.
.nE, 3rcricvJ15~
19W EDir/DAI e
9 I?>CG-ESik' hji) Es)CiriEG2ix?& ", Fiiri' Enirica, /W d2isaric lNDas77bdl 13n/JG, hvc., $E9/ $6/) 1976 f2
- 3) CcMPv72R Pkc6A/9/iM
.3 3
cd /)SB}S,
- jfistsl4*f;fic STAdSS 84Wp6 of AN5y4Mr'67//C Solids 10/7i/ MT//crA0ft C 7 Eat /fAJ7c A's-DE/'5L &-
i SW.Gd7Eg>8L /%'C/'EATids 784r cd/J VfAY
~
Oi'G'M FERCr77/94LV ",
ST-l9(o VO/
L C2.
d 23 2i b) F'AL '
- Pen.e!uSon66, i L nEnit Smess D6rAlabricv)
A-i 1%oA1 MAA S "
SEE facstam pisets,Pran, SoGAC6 057/N6, de VEf>FKA7/C/) OF TW/S c^JE-Timd u$6 /2oGAAM i/j /?77??d/.40Enr //-
t6 DE4164.) 0HR/ASG' fli/7/CAIFAr/04)$
(Ned A779CN/!Y47 C) a.
23c79 14 cth85 b
16599 to Moe 83 C
20M9 28 tow ~ SV d
/5586 5Ju 83 E
8882 2I feb 8 y S
//MC 2 4y 83 5
M998 S* Mcy 82.
37 38
- 5) (kosec r FkocwvRE CPPP-9 " DESI6U CRITERIA FDE RPE I
STReM AND PIPE SuPRCTS ', R6V S, 23 FEB 87 et
- 6) HvasclRAO tk LU6cb S/RiNdK4 d,hM4TCHCK-0371, "6r*at
' 1.wh TffEAG) OllL. 7AA/)S/7M, i
RoDA6&vGd fibet.6, SSW 1978 46
S TONE E. Y!EBST ER ENGINE E RING COTlPOR ATIO N CALCUL ATION SHEET
/e 5*10 65 C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O.
OlVISION O GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE23 15V6V 4WC)
GEbX-3'83 l
2 l.D YOTES 4
5 j) FcR PRoMEM 2-0292, toEcc Fu> 2'7, 77tG THicustcES bz, h
, ANo by (see PG 9 ) wsRG mxch' kT 5
AS lD 6 / f i d l.
i3GoiGs6 THE ACru./AL '77/ICI:4 ESSE Il 07 EiwH o n-ThCSE' Lo carious PRotliMO MEAN i3 THICKA)E926 tL! 7h'/AI TilG VGRY SmA'L /?Ax)ff cf O. 2718 " - O, 2 728, 77162E >$ J)0 RN6 Bid ff=FGL7 OJ 77tG AGSvCT6,' 7'H6 Nit])uNjuM S/f i) des A;CT cccut i9 LUITHIN TdE PoATi0A) cF Th'd P!lAiG 6670' EGO d t
hJD 4
23 24 2S 26 27 2)
MGy:iN]Qg ).)/ff[AAlff.D S'rd665 OCCufS IN ADdACHA'T 29
/
ClrY' To Ma)(iMUM l'EAK 3Ti?E %, co er 0.0 5" A M RT.
Oz 6ASEO o A) LAA&E8 LiA)20Al?6D ST26SS, $ g IS 33 ShSGD 0N SMGLLER lJAJE4RiEED 37RESS ICR MWMT)SM.
35 36 37 3) foA fAc5LE8*. I'0490, uJELb 68,.O 25" WAS t/S&O AS E $ t<g. Si^1G Tt+G pasT/MiCG BGTwSG-rd k 4 tz ilu O g
TM iYt%/,40M $ RAGS 5GS ib AR.7 GCCUR. is) 7tfGSE As'&d5, TitEAE Is A)o. A0v'6Rsd St96cT on The ResoLTS, tor & cot.on 2-02%
t1N[] I-02iB (F'D2r]) fu nB) A sim>ullt siroA11c/J Exi176 FoK Yt+ G b 1*o t 1.
Dn-rHM, TMGAd ts Aio AM6dSG GPf3CT
STdNE & Y!E'85 TEN ENGINEERING CORPOR A71@W CALCUL ATION SHEET a s:o u C ALCUL ATION IOENTIFICATION NUMBER J.O. O R W.O. N O.
OlVISION O GROUP CALCUL ATION NO.
OPTIONAL TASK COOE PAGE" JW9]
M9(C)
Gex;x 283 i
2
- 8. 0 deactusioA/S 4
5 6
I) 77/ 8 i FCA ttEt b Sl/twAASC CASGS Ass ocM7di>
wirn 5/6 = 0.50 is 1.33 og Lsss. 7ihs vaut to
.b 13PhICASLG EvEU WHEA) 7WG luGL.D SHfwM?C l2 Octo/W ovER A DiSTAA)CG of I.ls 4 A/ D t ' tk 2 IDt PROVIC&D lAl EGF 6
OPPOSeb TO TitG A
Ti+EAGFC25 CMi M11Y BE TRun AS 10 FOR TIIBG QASEG.
20 2l 22 23 24 25 26 2)
FoK 0 50 ' S/t S I,oD, 7Hs vetuss FDA E AS l
TWT 6RMIAiGD BY Fiivi7ti [LEMEW1 AUALVS'iS I
30 ARG LowSR THAAI 711E VAL.UGS FCR i A$
DE TdA Mix)2 D Bi 71f6 Al&THOD GIVEAi BY C/W-7 34 WEF. 5). %L Tiss 4.sr S6VGne cAss 17vblLD, 36 Fui '2 7, THE nasirs et.Emsix i is Less THAC
'/3 oF THE i BasF.D cs) cfff-7 40 41 42 SD Ob $$ kh0$ flND/NS$
}/* lb SOAlD.UWh k h$
UdTNocs FRestMsD in dk-7 (kF. S.) FOR D804/50 (U/IN AJ6LD $HAiNMAGC REPRESENT A Cc/J56AVA7sts* Af/ACACH 7U I
1M t%of Ana DRc rds.earctr acwpr>%f fee uSE.
STONE & Y!EBSTER ENGINEERING CORPOft ATION CALCUL ATION SHEET A s:.3 es C ALCUL ATION 10ENTIFIC ATION NUMBER J.O. O R W.O. NO.
OlvlSION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE
/5%W N/YC) 69:>!- 22 3 3
?.o Sux/MPeY of Essut7X 4
5 6
CALC
'V/EL.D es-NominieL Amni G^'mW'" 2.' ' '
ns Ne rem Pet Sies S/ t i
l H"-
s cfff-7 R E.
P E.
t0 2 029 E FW 27 CT 6 SCH 405,, r3.7 0.67 2./o96 /.626 1.326
,e 6.s2s i D:280 is le i-c718 Fvill8 SI 6' sca tos 23.7 0,67 2.698 i./M 0.98T
~
6.c;>Wx 0.280" O.cw)
,s ir i.
10478 Fw 68 SE I2' Scu 40s 3?.O 075 2.856
!. +' */^ l flO
~
i2.n"x G.3?S~
to ti 22 23 24 e
For FW 2 7 kr S'/c = 0*SD, Cl'I'M 6"e' ' ' ? "'5 ti io./4,,,.,=1.625/2.W/8=0.614 29
}.b26
- Y S D.& O S 12 33 34 35 36 37 38 39 40 di et 43 44 45 46
, _. _. ~ _
l STONE P 0EBSTER ENGINEERING COMPOR ATION CALCUL ATION SHEET A 5010 63 CALCUL ATION IDENTIFICATION NUMBER b
J.O. O R W.O. NO.
OlVISION & GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE J5Y5-Y A/P[C]
GBjX-283 2
%O S u m M A.e 1 CF RGSUGS
%/N) 4 5
Cal.6 Wil.b sis-NoMwA L C2 Y1.
N3 N2 Tem P,pc S,ag D/h Sk.
NORES F. E.
E E.
Qvm;:.
9 2-0292 FW 27 CT 4 ' Sc# 405 29.7 C.67 2943 2.18 6 1487 6.&2.s*x o,228
'2 0.50 2.45 0 1.96/o 1,34 8 83 14 IS 16 17
. W 118 SI G'scl/ 4'Os 23.7 c.t?
2.943
/.842 1.255' l 0718 c
6.925'x o,7,86 C.50 2.950 1.669 1.I8I 2s t2 23 24 2S l-0975 Rue 6 S.i I Scil YOS 34,0 0 75 3.19 5 2.270 1.247 It.Wx 0.37s" O.50 2.95G l.919 I.IS2 29 l
30 3t 32 33 34 i
3.
f 36 l
3r 34 39 40 41 42 43 se l
45 46
STONE & CEBSTER ENGINEEQtNG CORPOR ATION CALCUL ATION SHEET o
n sc*o os C ALCUL ATION IDENTIFICATION NUMBER
^
J.O. O R W.O. N O.
OlVISION & GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE --
/5+'$Y 4?YC]
66L'X-22.3
~
to.o
(%LCdurrwNS Demmannce of i
PER CPPI'9 6 scu yos ppa t= o,tso S = C, I6?T to i ' 2,& I lRe - Rm,,,)lc
+ o,9 a tt i : L.Gl f
+- O,90 2
a iS i: 2.Gl (.1875/.26) + 0,90 e f MF3 f : C.280 5: O,14 O i: 2.6I(,I40l250)+0.90 2
= 2,* 0 5 24 l
25 12 *
%H 4'O 3 FM 27
& 0;37f 550,1875 30 i : f,6 / (, /875[375)
- C,90 f,20f 5'
32 33 d : C,37'i l
5: 0.88/
36 i ; 2.Gl (. 28ll3'75) f O,90 = 2.85*6 39 40 di l
42 43 44 4%
46
S TONE E. WEBST E R ENGIN E E RING CORPOR ATIO N CALCUL ATION SHEET o s:q ss C ALCUL ATION IDENTIFIC ATION NUMBER 5
J.O. O R W.O. NO.
OlVISION D GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE ISy W NP(k')
drivg-253
~
l l0.0 Oktoumcas (ann)
Exrasme Fieen 3rnesss vue 70 M=1s6 is-is or) 6 ' SCH2>utG
+'O s
/JPG k 3,siis
& 's.cm' 19
= r(ri-P)/s2D W($*-R;fL/R, G* = MRe,,/L = 4(/E&)(3,3/25~)
h(3.3125"- 3.03W,)]
D ll776% fsi I6
/Votvli AIG L Sr/2&ss v.54G 2=71}Yb>>us70 H/:/f6 x.a oiJ 6 " ScitEDutz goS /9/>E S,n*S.I?E5**<d b 0E80 "
{7 (3.)?:b C.2bo Ml2
- 166, 7=
<r = 11295/
si 2'
E;<rtees EBf4 ^ ba +'do 16pf fo = 4.3W 0 =d,0W Sr.eess ot/ /2
>=
R I - 9(63'?7) r(L375"-6.ao')]=.C?2bt2 M= /d6 m-/d t
y T = ML,lZ =
lE6 (.0226iz) = 22.832 ps1 AlcMau#c. 9AE95 n 4>6
??=trkn*/
//)= /E6 m-/d Es, = c5 /87%s f
- J h*"
2 77 (4.!87C*)(;375) = V5:/036 a 3 7= JEG,/95*./0342
= 22/7/ pi 44 45 46 L
S TONE E. WEBSTER ENGINEE RING CORPOR ATION CALCUL ATION SHEET A$3'395 CALCUL ATION IDENTIFICATION NUMBER M
J.O. O R w.O. NO.
OlVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE J5VT/
A.'P(C]
OfiUx-263 10.0 CALCutAYcus (cch) l D2reouavic/J of i
F2cM naiTe~ E'5MW EasaYs 5
FW27 S/t: 0,67 9
9 = fku Srnes Imnsai = 38269/ pi i = 9/2r Foe T' Ir7706 pi (MhlZ) i~ se:6W,/c (>> 77c6) = i,as FOR 7 = il295) fs1 (M/Z)
'36%4/l3bi2951) = A 6$Y L
22 8lb = C5O te
%, = 312c)49 pi FOR T=97DGpsi 28 b: 3/2 W C,l2{ll75D6) = 1.32 6 31 For 0 2 //295/ y, 33 llG $$
- 0l A
blS0YD 36 37 I 38 39 40 46 at 43 de 4$ 46 L
STONE & WEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET ni: ni C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O. OlVISION & GROUP C ALCUL ATION NO. OPTIONAL TASK CODF PAGE 3h jSV34l A/P(C) GGh('- 38 ~E lo,o CAtcut.ATicA!s (con ES) 2 DETERMA.WTioL' of i. FAon) R N M ~ ELG4547 AESui1S 4 S nd n 8 s/b-c.G7 9 T ' 27/6?Vl03 ' p i=oR Y = ll7706 fsI (M2e>)O i = 2 7/fo 97 2(tl774%) '
- l. t 6'l is (M'E fod 7 ;//39b~),01/
/ i : ?7/ @7 0 [// 295/) : ),20 3 is 20 ti 22 6/85 O,60 24 / T
- 2.3!.?8 7 (Si f
fcrit iT = ll 7706,$$ ) t8 L
- 0bl$$f
? ()lll0h) ~ 0 e fb$' Ub5 loD0b 31 fog o m ll 2 9 9,o S i 33 i = 23i9e7 l2612951) = 1.o27 3s / 36 37 38 39 40 41 4t 43 44 45 46
STOME & CEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET 6 5010 65 C ALCUL ATION IDENTIFICATION NUMBER 3! J. O. O R W.O. N O. OlVISION O GROUP CALCUL ATION tlO. OPTIONAL TASK CODE PAGE 15US// NP(C) 6 FAN - C88 ~
- 10. 0 09LCJLAThous (ccnlU)
CersesuivanoA) w c' nnt Swrs 6aareA7 fewens 4 FW 68 5 6 S/t: C.76 n = n,p, u r = ns 22 pi wir/D
avh4/e(2x22)
l vi( Y i = cfiv6//2(22171) = l tr7 .= tu 21 it blt = 0.50 s' 2
- hhh [$')
V 26 Fojt Y= 22832 (X t 2e E = SC446/c(22ezz) : 1. //() 2' 30 31 foot 7 = 22171 p/ 33 sc44e/:(12m) = 1.>ys l i : 3-33 36 37 38 39 40 4i l 42 1 44 4$ 46 l L
STONE 5. WEBSTER ENGINEE RING COOPOQ ATION CALCUL ATION SHEET Asmes C ALCUL ATION IDENTIFICATION NUMBER PAGE N J.O. O R W.O. N O. OlVISION O GROUP C ALCUL ATION NO. CPTIONAL TASK CODE ,/ W 5 / HP(c) SEA)X - 2SS ~ to, O C IL G z A ri c e s (wislll) s l 4 P2Td/Sv?>Ai47?O/) 0F C FAoM b'F 6 2 6 C=}.0+2.9Slt 1 Rg ALL CASES OF hb ' O.SO t0 C.g : Ao + 2.9(oso] e 2.450 @2 6 " f.PE tu/0,/875 = 5 C = /. 0 + 2.9 (1875l 8s) :2W3 2 RA I:" fiM w,/O.lb/"'5 Cz=/.o#c.9pe//.3w): 3.f 75-23 21 C k k'z, f*soM F/Ai/TE Eif4/EiW DETERMi///rT/CA) 0F 2 /?/JAl'f4)S to Fw27 26 6/d5C/.o7 28 PAL PGA% STAESS
- 3826W j'S!
981. l.1NEAA)*6ED 5126SS = 2573f8,01/ 0; : //7706 pi 32 3 ' liofd2lG ; 25?35%lI/7706
- 2.!BG C
$2
- t*Ed.KlbAldWA s 36264) 67358 ; l. ?6,7 37 Sf =$t. [64% 67:e855
- 0 50
/ 3/2c'4D /5/ PDL boed2it60 stain *23/l/b5]SI
- T~n = 1/7706,M i et C
- 2319'OS* / 7706 = l.9663 7
Kz = 3l20f 23NCS = /. 398 4* 46 l
STONE E CEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET asmss C ALCUL ATION IDENTIFICATION NUMBER o J. O. O R W.O. N O. OlVISION O GROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE N ' d5Y'>Y Nfhl 6fAiX" & S ~ i /CiO Oldad7?c2% hoo/Y) P e n r D !is'd ??cs) W 6 i N Hop) AWrs 5fes%7 bdL'ists FW llB 8)t = 0.67 9 n?L PEAK S722%= 27/677 psi A feu DucnRitec STAGss : 216769 psi ce 21655'/fri 0'n : ll17C(o psi C z 216769l/2/6S'sY ' /2W 2 ll7706 = 48t/2 k : 2'?/697, 7
- Sec 154nt 2 5/6 = 0.50 to Tik PSAx 57265 =
23l ?87 /s i Pia t.,vei9aiteo Srnes = 176 tic? ps1 II77C(c / ri T: o a e4 C, = 176+'07117706 = l&&7 }I ; 23) 7,/ ?&</07 '// 8 / t z FW 68 29 5/t o.7s' '= 3I bl 5 ./TfhSS bYYhf/ ('AL bAISARIasp STREs'i< C)719 fsI i 0, : 22822 ps I ~ 35 %.z - 51717/21822 7 8,270 x = a v s 9 6 / s / 7 9 9 = /. 2</ r z 40 di 42 43 44 45 4$
STONE f. 't!ECST E R ENGINEE RING CORPOR ATIO N 4 CALCUL ATION SHEET AS M 65 CALCUL ATION IDENTIFICATION NUMBER 3d J. O. O R W.O. N O. OlVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE /59 W N/(c) 660x - 283 /CD $1LCUL4DWJ$ (ccok) OsnrEeA/.# WJ W Q lXz M 0.41 fin i d M Ei W $ d d W 5 6 Ftu 6 6 S/t = c,so 80 fA'L Peak Six6SS = S0668 psi ThL l>LEARiTO STRESS = 4'3%8 fS/ Th - 2:222 psi le L =So64 9'3768
- A /52 le 19 to 2l tt 23 24 tl 26 27 l
28 2. 3C 3I 32 l 3, 34 35 36 37 38 39 40 41 et I 43 de 45 46
COMPUTER LOG ,3 w s S S W AUTH. NO. 80392 CALCULATION NO.#ewy-fKs } }.C CDC CHARGE NO. JOB ORDER NO. nn FIL FI ;E LOC. PREPARED BY REVIEWED BY Cote. COMMENTS
- 0. g PAGE SECT SIGNATURE TIME DATE SIGNATURE DATE M
,y ASA ~ fo r: WELD F W f. ts 68 6557 ' ' i'Jikh l// Q _ y u..) ' nhelgs sya 7spE=ooS5gy gje=.,5 mRE
- VS. AS n A S - M : t/
s O ~ PAL FOR MILD N66 Aof 7046 8 $- YS. PA L - MB U,5 ~12 ~. stoREh: g 9 no..>- 'falneL syd inir - o n s ss<rtez a 5/s 1 U ASAAS FoR WELD Fwa0 ,D MREb : YS. M A S - 66 3 : ~rt (>B 3 6S63 C RE J/f4/g3 4 d _ a.." ni, n/a %A rA PE =o/403 8 S/d=.5 ~ U PAL Fot< W Et D. FW68 663 7059 2) h f '// ///.q/gg Q yc n..V \\b8ln h SNt3 TA PE = ol4038 HL'3 S/d =.5 sroAED : YS. t'A L -Fw 6 B 3 ; 12 ) Jg ASAns FOR WGi T,. FWZ,, f *'ll6 CI STORE W H5P-AS AAS-WS D 72
- 5f g3q#
g 'A M _ n..P e/ip14R cmt3 TAPE < o/4 So 7 O F'Al. FOR writ b FW 2 7 IQ 0 STo RE WHS P-PA L -f wM h gqf cySgg f QN M b~b S.
- n,.b i /0 /RP, SRtd TAFE = D16 50118L 3 6/d =.6 7 U
/T&q f'AL F0 R yvELD f td Z 7 Qlf",[N^l [*_'[ " 272 490 6 } ny BB h,,,p , y, gs gy,
- ISk, CI
~ PAL FoR wFLb f W /l 0 llYg fg. ny7 w q_ {,,9 , j, g jq g,,,, g*jEg,} F,IHf, III 752I H Wh U ASAAS FOC.W6LD SW ill3 STo eE h : r/S P-AL A A S - WS 2. 71 Z g<; 7 qqpl [ l>?U7 S8 e n o. W' 1 jn ':,l Ol', C Y.>t>\\ TAPE - o/45o7 ~ U r~f h l'AL fo R WEL D FW IIt$ 4 fIPE /(,"So$1I^iz $N<"=. o /#2 6'4 7 // . 2*M/ 8B o,, F i/ia /go, t.u.\\ g I
- COMPUTER GENERATED JOB NUMBER W W COMPUTER USED (S8W OR CDC)
STONE & WEDSTER ENGREEMG CORPCRATICN CALCULATION SHEET CALCU!.ATION CENTIFICATION NUMBER b JO. OR WO, NO. OtV!SION & GROUP CALCULATION NO. OPTIONAL TASK CCOE PAGE /fl/S// NP(C) gy .,}g q REF. fl. 0 COMPUTER OUTPUT - MICROFICHE
- DATE PRINTF4 COMPUTER JOB ENGINEER'S NA.W SEC* ION ON RUN NUMBER APPEARING CN MICROFICHE NUMBER MICROFICHE A
l-14-72 Ro392Get 6 S57 'f. Gic Vid S K f B l-/4-E2 R039268[ 7c 46 Y. S K v'/ 2 $ % Y C /-/d-22 R o392 683 6563 Y. SKV/ MSKV o /-In-2 2 Ro392 683 7059 V' SKv'I2SK V E /-!5-28 Ro392 WSf 2390 /J. S. PETER s ou F / - / !~' 0 0 N034?.27) 95$$ h'. S. /'d TEAS O A G I - /C FE Ro392 271 9570 4 s. /'Eri!2 Son' u l-I C - 8 2 Ro342Ill 032f W. s Psi ~EKSo^/' 9 974 A. s. i'ETE2 Sod / I /-tK 32 Ro392 wSz 3 l-l[- 2 2 Rc R92 ll 2
- 5. 9 A!. S. PETE250^./
K f L M N O P O i R 1 5 T U
- THIS PAGE IS USED IN LIEU OF THE ORIGINAL MICROFICHE PAGE WHICH HAS BEEN FILED WITH THE ORIGNAL STRESS CALCULATION.
==::.y.~ ~ nra e c.m:1:.~t~m :, v ~r,mvm-..xv >s -ce:c-tz a=w_,ac. a m.uc..o r.-a,.e:.m.raz a cre
STONE E CEQSTER ENGINEEQlNG COQPORATION CALCUL ATION SHEET a m ts C ALCUL ATION IDENTIFIC ATION NUMBER l J. O. O R w.O. N O. OlVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CO DE PAGE /S//59' A/Kc) Gr^tx-283 cr ze \\ ATTAC//W//T sk ~ 'PA L Comtnett Pr.ocsAm DocoMevrsric/i PAL; A comparex fnosagm fet ce7x,xiisc penx, gyzes;s, S AtJD LM) CAR Sn' ESSES F2bM ASAA6 (57~/96) s7EESS Dis 781BurioAJS. ic ii Il MACW /4/E: IBM 370 3033 Lencume: i~oRTanN 27 Funcroodet b6scAlPnoA)t 71/is 12CGRAM DErtAMMiGS THE PGAW, AYdAA66, AslD 1./AlGAR S726sSe5 FEoM AsARC ( i STRGss Disr2180TioA)s FOR USE /N $$ME 1.**' NB?sCO 23 EVALUATioA)S. 77Ri FACGAAM RfdOS THE' STLESSES 2S Flom THE 00T/07~ 7??PE usED w 7HC ASARS AuA./ i^s 7WC VIciN/TY OF" 7//6 CAoSS-SGC7/cAMt. cuh) DGP/)UED /Al TMC P8L INPUT D6CK. AL.TSRAI47/v'GlN, ii THe STRESSES MAY BE DIRECTt-Y loPv7 A) 725 fAl inar, usa. sc o,nsos,cn ureawr/co,, SS 1 xeu ro epowDc rac sraesses nr zwe ewcoS l 3 Ibu;7s specineb nicA>G mG f9L CMS-Secnc4RL 1 cur (s), vsim THE 'mnes NEAR.EST RSAAS cuTPur PairT4 af To GACH f%' fbd AA)D IMr2Albc.AT/A6 CF 1?MY" LDCAi.- { Fiet O SaseD cd usi&9R YAAinT/oA) ov6A THA7 72)- l l l l
STONE P DECSTER ENGINEERING CCRPoQATION CALCUL ATION SHEET a se : u C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O. DIVISION E, GROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE A 2
- }
/sW54 Alf(C) GENW-23 + i i AiiRC)/ MEAT / A/J60&lA. REGIOU. S Ji/6 cNt Y BouAlbany ccNDiT/cUS TdAT NEEO BE Mh!T ARE /N73TNAL PASSSUAES wSELC AffucaBLE, fcg i REtiu26 57225T ASAA$ AuNS PJ desde To P2bv10C h7025' $<<UA67C AssutTS t i3 Yh5 SINGSSf3 MAW)/A!EO f GACW h))Af7* kl&OG i3 TMS 5 Co2 CSS- $6C770NAL W 00E VSdD 7D NEAM/$[ A POLYNcMidL SCUATio') FOR cube-FITTis'd THesc _i ' SIRESSES. LJNEAAl2/4IG 8A/D E:<T,'2AfDLRT/CA) CF TNGSC .s ai ( l STA6%05 )S AW WFOAMtED. Ti/is is MFcAMED 23 Ril. EACH CF 77/C S/X 372 DSS ccM/CNEAIT5, M ffdt,$5EME,th*.Q 1 brtEdkw> s#Ess -rdasc,es. /k/At/ PAL STRESGCS AAS THEd cw1P&750 FCA 27 FEAM, AffRAGG, Axio LINEA 2i?b $746ss PJSt25 sr 29 77/E STA27 thub EAID of A f$t CUT. SatAA S7ESSS 3i AA6 CtfLCOL A7ED i A*.4M ~0/6' A810LO7C V4(4)[S /hT6dl$/T/ES C 33 0' 77/E D/FFERE/JCES /A) ~7?/E s*A/AICi/AL. S726SCCS. 33 34 LISTIAl0 W 0*0 .SEE f/fE: A3 7*M u A20 l 40 1 4i 42 43 44 43 44
x bW 1U') Nh%'lh gsSM% y g NI 3 'l' l S E D T e UF H ES U F OOT D TSR C A 0 I EES AEO ES t E HI N88 ST SETE TI t: 9 H TS t S ? l UCT 8 S c tO0EAEHI i COS2 T Y 6O VI i OT S Pt t l LRTFT 9R E TST . EE ESDS O Uu PS 1C YCTl TA DVV HAE ti T r - A cE.BTl ARTERO T TR TA Pl SS r 7 T i AASDI O T I ; UR EAE T E f 0 GHl a EE l: t GHLT X SE T EDPDXFI Cr ( t TCH E H l t r t SI CEI EFT EREI o Pt H .T t AT l I t FHCADVEH LOAT E a i l AU t3t RET Lf RT TO ATRI R Lf l D I D SOAUE T TF. O TR l O SB 0O AI I U . EP CDF .TX D IO s. t 8 LL R.GSQSLI RR OD LUEEET TF r 00 OT LEEEOEREEEE t LC VSA R H 00 TSE CI PLDET DHRTs ERU TE C
- TAtio tHU E
UP E 1 4 VV5 IC T E l St t IC tP SliTCSR O ( E 8 RDCEI II I A Ss: I Y . R TT T 2 O t HSI F I T I# HO O I s t D. Et CCU SS 1t I E t OOC SSi E SHYEE' UsE LFEAI H I HH EE l TTi!ESTBHREL R L0RERC HA L l
- AT A
ONEI D L CREAt ! E TI t ) RE A CC. t t R OT ll ISRND SIVSE l cFIT e 32 RSES ATIEEEL RR Rt ELAl OL C S 4 T / LES S NPD - EIA OER E S 88T PEESSO SIA TGF N EARS HE R lt //B TN E t E t 4T TT SETFTF FUA S RH GP t t T 00E SAEER ONESOCREii EOTR A AII T t //*I OLT RT 5 I DT EH0 R ERG RHT F E T 2 0 PCI T S* SO NL' VTI AG HO C-U A L B 4 0 O'8 I. . T R OEO E 0 PNS OT PEEAEA T if AAI TIS C: I H t I SiLE3I RHR D N l t RH RFNCTIiAOtt T00B Trl Ll zA PCB R IS 1 S IU A A 3 f 0
- Ri NriA 6 AR ST AI ASt t FF;FAF0 FS C
DA t t i .EI H iE t t H0 AXSEDRi ER: t i LAS S f RI EAPETCRUOiO CSr GS. RL l t .L E EEA E t 0eEEYILBOCT r SOL L HF T tI a NA D A RECESCl DD TEE hee EGN E B S D l' N F HuO St Af EDFTSFt T rRFE S0NA HA T p Y D 9 e H CC I 9St B I. t 1 I Ct UA A0PEI US EAiA t L8 D E 1 RDCEA RADEE0A T E T 9E = I. A B 9SL t i VTR RI t .E 5El R EI R DGT IT Tt E zSE E t 1ZfADPUTET Hf EBLRIFSEFA t 9 H OE; 9Z E S. P. S A I EEI CAHST AT OCUt IF C UA I DPE T I BCIE FE P 4 C F R eI Z f YAB HRl it l E. T 0 lS I f I1 AAIIE RS EHGIS FCDIVl ME E SA EI S NIDRAl IG Z5 F0 RE LEY EDH H I .EHEAO UR 4 It 0O E HE OIS. IULt E 4 E t HFTU J TD1 t sTHTRTCG NR LSE E0O0R) mR E Gt
- Rt DH 56O H O H 1. I. X P t 2
t A0f TST O O AO E t RLEEEL;A P T t EISC I NLCHT . T I I0F I l P RR T l' CG9AI Vl l I AIC 5 zT t OAAAUI 0* IGST1OEDE AP ES STFR Q i 1EFET AT C COE C HiFEEE 5tAf SG U t TAE O f t I RES Et Tt Btl ZUYNE Dt E UD 0R T t i l e EIECI HT IH DE HELLEDDz il T LP R HDUVT OHEAI LLLAALRRTLOD G TESAUTT t R L S E :: RI ASTNSa.T OR el T S C 0G - T i oARR EEr RI oXAAE EEEOOSAT U t t l UT D PET i T RET U El Uo PU CECCDRRHFFICSE S 1 t s SC NE Lf C l U EE 1 T U1 i t SC HS 0NC0OoiIC I LA OE 0 9 t PTCLOA LEVA TR 0 9 I' TU CI 0 1 1 C CC C C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC l ~. - !$llI l I:)i!
1 s g a Qtkht yQg %A s(p stgg r' I g s l I ( -e t I. i t L 5 I C 3 X X X X 2 D I L N L 3 2 8 8 8 8 2 1 e E T t l S Il I E t 2 2 2 N 1 a l 4 f E E / A A. t. S 1 1 1 X l T. C fH E 2 3 X X X 3 G S I O I E 3 E P 4 1 t 3 3 3 L L S 5 R 0 G 1 1 1 L L t. 8 /. A T S 1 A Z. Y.
- 5. D F.
/. /. / l O S l l t L P 9 Y S 1 3E X 1 9 3 0 t M A l O A 3 41 a 2 0 0 0 R lA. R. t E. 0 I 5E 4 ( 8 R s PS 5 TQG Y 2 8 8 8 F. A ) t E H 5GI E 1, F. F. F. t GI5 H X L D S . a t X3 X X X r R I' G I 5. 3 I. 4A 1 39 2 2 t 0 AT I)
- 5. 8 t0 N
L EU L 14.2 8 8 8 2 L 3 I t L NO
- 5. E 1 i
2 2 3E Y
- 1. l N4t N E
/ 81.li 1. i 1. l t A IR 9 5 t l LD 01 l A. t 6 Et H . F. X O X O X O 3X O. l l t S. U 505Qe ) 9 E . 3. 3 S X3 I. 8 tZ 4.r 1 8 1. S 1 O. 1. F . S 1 5 G Z. t ) 4 5O81 e I Z D E F. 2. /. X. F. /. XF. / F. /. X D N I GR X. t.W A. 5. L l t E O AE I .X8 t 3 3 1 E Y A. V RH E t 0. 2 ET
- 0) 43f
- XX8 29 3 f H. t 4 t 2 3 0. 2 0. 2. 80. r 8 VO 20t t I 8 1 t I O R Z. A t 5! EO T s
- 1. 8 8
8 X F Et 5 8' R. R - 2 F. 3 Nt E I l
- 1. /. F. 3X F. 3X F. 3 X 1 X
A H R. FO LASG l O T I X. 5D A. 5. E A. E l 13 T T L S OX9 X 1. ZX 1. 2X 1. f t ) l A P Y N 1 4. t /. N e l NL T. I f ( 8 / 39 N /. 0 /. 2 I At E OE t t T. IH I ) L4 3E 8 5T82 19 t T Z 0ELt 5 U F.1. 0 10X 0 8 18 9 Y T e H m 5 S E A. l AE 5t PF5 t I l
- 0. X 1
epi XX l X 8
- 5. F AE N)
[ T H 0 I t i GE1 E 3 4 H I 2 4. F8 4. F8 4. F I 8 RR t G T. UT 1O X AZ.5C1 X l AC P H RO A.1 t i 5 0I i 29. Z .T .RX AC 5 L l H Gl.. L l AXAXAXA a 1. i t
- 2. TH!
H E oT A Il9 3 E T 9 T t l t 8 5.E43t GR 5 2 1( N CI - I SG I t l LA I XH0XC8 C8 E6 C2 U t Lm 0t A I H G NE t 4 I 703 31 2I 21 0! 1 OE I El 3 A. ). A E 81)
- 4. 9 4r R5L FT I
9 515 m 5. 50R.8 GAM /X 2 2. 1 1. H5151. H HX APL I5 t l e D HD I D t2 2t E2 t 3 H 4 0 0. 1 X 1. /. 4. 3X 4. 3X 6. X 7. 1 Ri I e e ue Nu tLO E Tt l 3 AT t ll LO eL LEEZ L A A0t l XI i HG t B 3 45000H5 3 s E 2. X l F S S / A l ; 4 LELEt;I 4 VU A EEtEI I Et et l E Y t t T L T A I 11113. O 1 O 1. O 1. O 1 3 t R E O Lt t sl OLt i e G A A. N RL 0NiNf t H 4.1 / 1 / 1 / H /. H H H t t NHF ti 04FFF PR HE s el eWl t A e US 0N AEZt i l ts t l 01 D I Ot TROT O0OHIF212e2//1 1 I I t I I I / / t t t i t I t t 8t .t .t . 4 9 1 1 t f 8 zSs0Z5El T Fn i U TS 5f zE e 1 Lt i Rf t l t i F. f 3 0 CiS t 5SS* Nd i T TTiTl i f3 T1 1 Lol U Ri t t i f A!t Ht : r RR O ER I = Et Nf 00CAAAAAAAA A 0. tA 0. tA 0. l t 4 t 3 l 0AI RDL e l : t t t 3 t t i l e R t 8 P 8 % 8 R F. E i t t Ht I t
- : GLtt t R
PE Lt. E T. E E E ts5e l t lt i t lt ti Xf t t t t ? i f i8 SH l 0 E : : Of 5O0I Ett i 0 8 i 5t s' Al 1 t t t l : R2RRRRt O A A. E :t U 0t t EI 8 1I i0 OOC 0OOOO Y. O 8 0 F. FC F. FO F. F T l 0iRZW51 RzS4 OI I t a t l
- 4 t t :
X C RE S 1I I RD40DDCCCFFFFFFfF 2F TH DCt i t t t 8 I t t t 1 1 1 1 3 1 I 90130454 7 6 9 0 90002000 0 0 0 1 90000000 0 0 0 0 1111111 1 1 1 1 CCC CC CCCC j jii )' !l
- jj ;j1
IjI h%I h% V ) Nh Db l N NO,D I D S XS E H 21t ZDDR 5 EEE 2 2 7 3.1 l ORRD 8 8 2 2 X /. l l i . X Xl G TE E I 1 1 t. S4 1 X L S 5 DDS l 11 F I 1D TI I :r X X Z E 4 CSSe 1 I. t t t 3 3 7 I 2 i T TA Eit C L A i T Xl 0. 0. I A AI SCC 5 D l R R R PCo E 1 1 t il I A 1 O. S t:
- 1. X 8 D
T TH E 1 0 / /. G l
- G 1 F8 O. 8 E t
55 5 SD t I H. l t 01 t F t l T X XI 11c 1 8 S 0 0 H 8 F.1 S.
- 3. t c
U T H H l t 8 0. X 3 t P T TC T i 7 F. X I cVX E I t 1 XI i 8 8 X t N A AE I t r 88.8 u I R HEE i X X3 1 t F. F. 31 5st 1 3. t P. E EI XXT tt F 4 1 5i X X
- 3. E G 0.X 3 0 1 Z
B A A ETT S E C CD D A E 8 2 2 T l
- 3. 9
- 0. X 8 0 R3 A
l 3 Y F FL iAAE E t 1 8 l O. 0 0. 5 H 9 1 3 8 8 5 E T R RA R C R 0 i
- 0. 1c. F. F.
t i G F9 Y N. O U UIRCEEA P
- 1. l 1 8I! 5 t
l I 8 H S SD f CCF X E 3 f F. F8 F.1. X01,3. 8 0 3 X N. Y 'D L LRTEFFU T I AORAAR S X 0. 3X O. S t X F. 8 3. 3 . 8 3 86 X. X
- 8. X F. X 1 1
E E E E PRRS l
- 1. FS 1. F E
t 3 X ? X t. N. 4 0 DET Ut E 8 2t 7 9 t .X 0 OHCSSSL /. X. /. X 4 t 3 t 3 E 8 32331 i. S t St TEI E E
- 3. 3 0.3 3X 2. T A
l t T SXSa S t' EE 0 E P I C I P LL0 L 8 8 t. 8 t
- 0. t 0. t Z 9
. XSAA R ) l p t E t DA TE t t R e ti 8. 1 I T P5t E H AAAI EDD0t S t
- 0. T E. S c G F X 3. E S A
8 6 0. it .RIC0 t t 1 T NAY0 T U A A t 8AOSI 6.xXX OTEI I. 4 SRS P XC Tt l T 0 t F. 3X F. 3 I I T ESSX t t P 1 A A E. THA t 1 F.SEP I - 3T RTTE 0 t. I t H. O
- e. T T St X1 X 1. S V
S E X X X T 7,2 1 R 2 S
- 3. TAeAA EOHH T
D EHEIICPPC v 1 2 1 /. 2 /. 6 S Tl PP E HTHI HEEEX t t TT xA l A S I.l H. T t 2 A ? X5EDD C S T T T CCE I. t e t 19 19 X
- 3. A A L s. G3XXEE ZZ SE0 mll U
O SDNXX W CE 0
- 0. % 0 4. )
) FTWIIIEE1 X D D P 2 I 1. T T I X I C H X t U 5 O 8R/3EEI S I NAP 0 ( t
- 5. F8 5. F. lA /. 1. Z 2 C A 8 EAARR ECA1 E f 1
T AR101 z a LCL O
- : 1 R
lY. t X. C N AEA* F111Y I 4 t 5G AA E T E I1 f ! T .T i ER9I C 1. R A t. t t E Ll E ANHEE El t l 5 l t l ) 4 L RXZXGT PiRRYYYE A
- f. t E TTl O
t t A2ArIZGAARI t t SA* EEPSXEEEIISEETEETDL Wl I RSR* EEEEH H T O I t li 8 t t t I GEI i tt H t. VPPLLASLIBl UAT AU T 0E0 PHHH F t i t P t
- t s
l I HCAT T l CEIT T f O HSA5SA G000f l RI t t RI E S O XTI TI A1 t I t CI FE;PTU5p t 4 t
- 1. S 1 6. I G7.3H40B0f l T9 OB l
C X O. EHETI AA R O8 1 5 8 V L L 1. X 7 1 1 1 2. 3 t. 4E 3 5 C5 45 HXHXXSAiH 9 t 9 t t ESE
- 1 D
HTH E t
- 0. I t. 1T A
TITOl l EEff I3 0 0 00 31 Htt t A 7.13 7. 1 3 7 7 2 1 708Xt. t XXXXX01) 0 F0 E H T0Al ! AX:
- 1 0 00 t !
1 9 0 O O 0 T 9 t 0 G. 3 1 G 1 7 7 7 7. 0 1 0 : 11 0. O...... 91; z0 R F F ISaASAU 0 1 1. 0 E
- 9. e. t. E. 0 G.9. I 1. P
/ XXXX E IDILT SS - H
- 1. T e 1 06e t /. H /. / 4. ? 7 7 / A 5 / / / / / 1. t 1
2 t 1 t - t
- 1. S 7 E
E EA1 1Z l 21 5G.EOI E t t t 3 t t I t i 1 I t E t t ! Tiif525t z z5YE 15A P 0N1LR = l TiTi f G1f sG
- 1I EE T 0.i 0.T A
A A R. lAAaA1 AAAAA1 01 tEEt EE0t T A
- I LGmz :
t i 8tt 8t t i l tt ti 5At t : li l D1 DiPPDHT 1Dt T 1L1AE3 22t S DITT T T T 4 l l l t f t t IRE?R14 t ?R7R A tI AAAt I At YCYR1 t a t YYYYCY Ae I t R F. ? F. p l0 G 0 0 0 O 7. G C O 0 O "O E 0 E R T l RI l 0RI I HI HPI Ht:HHAH RIi GC8 l I f 1 7 F I F F F FF R0RI;l iEFR0EF F Et eat EEEELE Ef RO07R
- l O
O T XF XF f f l I I I 12 4 1 4 3549 567 59 1 1 1 1 1 1 9 00000 0 0 0 0009 00000 1 1 1 1131 22222 CCCCCCCCCCCCCCCCC CC C I ~ ~. ll !I l lll1l (l1 o
e 12 tRl:0 IFfI.GT.15 GO 10 300 IftflTAPE.GT.OlGOT0301 G0iO302 301 CALI. TPRDE R.Z.TElt.ITH.tWOID.ttUllTC.HEYS.HTAPE.Htt..RO.ZO.51G tzit1. 3 I:UltiCP:t4UttTC G010203 300 IFItiiAPE.GT.01 GO 10 203 302 00 200 H:1.t4U:11C READE5.10033 R t H l.Zl H I.t TEllt H.H l.H= 1.61 200 COttillME 203 C0tilltME 00 100 J:1.4 IFitBl.GT.Ol GO TO 8 l IFiJ.GT.1. Ate.tIDIR.EQ.11GOT0107 GOTO9 8 IP15 t3'TS-itt l tRI:0 IFE J.GT.1. At:D.t01R.EQ.11 GO TO 107 GO TO 108 107 DO 109 lat:1.tsPTS XttCitrXDallesi b 109 COtiTIttVE gg GOTO9 108 C0ftTIt:UE IT IFt15ft.RT.EQ.11GOT050 h GOT09 3 50 DO 10 Ha1.NPTS XIHl=XiHell 10 00:4TItU E 9 CO:littUE g s P1:0. v P2:9. t I:EYJ 0 g HEY 4:0 %( IFtJ.EQ.1. Ate.NEY1.EQ.15 READt5.10203 P1 IFtJ.EQ.1. AfD.NEV1.EQ.13 HEY 3 1 IFtJ.EQ.4.AtO.NEY1.EQ.19 HEV3s2 3 g IF(J.EO.5. Ate. HEY 1.EO.11 NEY3:2 IF t J.EQ.2. Ala.NEY1.EQ.-Il RE ADt 5.1020 3 P1 9 IFtJ.EQ.2. Ate.NEY1.[Q.-18 HEY 3:1 IFtJ.EQ.4. Ate.NEY1.EQ.-Il HEY 1s2 ~ IFtJ.EQ.4. Ate. HEY 1.EQ.-18 HEY 3:2 IFtJ.EQ.1. Ate. HEY 2.EQ.11 RE2045.1020) P2 IFtJ.EQ.1.At:D.NEY2.EO.11 NEyrs 1 IFiJ.EO.8B.Ato. HEY 2.EQ.11 HEvts 2 IF t J.EQ.5. AltD. HEY 2.EQ.1 ) I,E Y8a :2 IF t J.EQ.2. Af D.l:EYZ.[Q.-Il PEr3t 5.10201 P2 IF t J.EQ.2. At:D. HEY 2.EQ.-18 HO *l:1 h IF t J.EQ.4. AfD. HEY 2.EO.-I l 1:E ves:2 IFI J.EQ.6. A!D.NEY2.EQ.-I l HEYta s: g I 00 202 tt:1.tREITC T Et1Al tilsit tit ti.J I } l
202 C0tlTIt0E CAL L ItiTERPt HUllTC.tiPTS.X.Y.51 Gila.TEllA.R.Z.f4EL.St! Alt. 15fil 201 00:ITIt0E l 15f t.RT :0 tM 0 5 CollTItoE EH:lNe l IFitOIR.EQ.ll GO TO 103 GO TO 105 103 CO*lTIt&E IF t KH.GT.1) GO TO 105 DO 106 Iti:1.t P T 5 XDAll218 XttR4) 106 CottTItME 00 104 191 1.HPT5 XtfellzYlltti 104 CottTIt0E 105 COrITitME AR:t. PEAT X. SIGifA. PG'TS. NTERitS t it:tFT541 l IF t Xt 13.EQ.X5 TART. Ate Xt trT5 9.EG.XEte l CD TO 40 IFIXtli.itt.X5 TART.Atc.XtfPT59.88E.XEtel CO 10 2 s IFEXill.EQ.X5TARTI GO TO 3 %h 2 C0t3TIttUE h IF (IM.GT.11 GO TO 4 b 00 7 Hzl.tPT5 X5tHelizXIH) e 51Gtf t Mel l:51GitAt H I s - h 7 COl4TItME 00 1 N:2.H 'N XtHI:X5tHI SIGitAt Hl:5IGlit H) 1 COrlTItME M Xt19xX5TARY SICllAtllzYSTART l ISTARTal g' IFtXttFT$ ell.EQ.XEtel GO TO 11 XttiPT5etizXEta p SIGftAttPT5e23:YEte g FPT5xtPT5e2 su 884:2 GO TO 5 3 C0t4TItUE XttPT5 ell =XEte 51GitAt tPis e l l=Ytte 11 CCl4TItUE iPTS:fr15e1 t#8:1 GO 10 5 40 IFil34.GT.11GOT05 IF i TIT E Fil5. EQ.f tPTS ICOT06 ~ 00105 6 C0t8TItUE
C C C0tIPUTE AVERAGE LIllEAR Are PE AR STRESS VALUES AT START At?) E l.1). C F XDARI J lr AR/t XEte-XST A9T I STRL:6miFitT9/IXEFO-XSTAoTpus2 ACS!ItJ):FXBA98Ji-STRL ADSSIJI FXSARIJteSTRL SIGSit J I:SIG!IAI19 SIGEtitJI SIGilAINPTS) IFtJ.EO.19 HRITEto.10069tXtHl.Ha1.tPTSI GO 10 882. 83. 84
- 85. 86. 871. J 82 HRITEld.1007) I SIGilA( H ). Hzl.tFTSI GO TO 99 83 IRITEt6.1008) ISIGilAtH). H:1. IPTSI GO 10 99 84 HRITEt6.1009) (SIGilAtHl. Hz1. tPTSI CO TO 99 85 HnITEt6.1010) ISICilA(H). Hzl. IPTS) j GO TO 99 86 83RITEE 4.10113 ISIGIIAtHl. Hz1. IFTSB GO TO 99 87 IRITEte.1012) 131 Gila (Hl. Ha1. tPTSI GO TO 99 99 C0tlTIrrJE a
100 C0ftfIllUE BRITEt4.10145 [d IGITEI4.10135EFX8ARIJ).Jz1,6) HRI TE t 4.1015 98 ABSitt J I.Jrl.4 9 I HRITEI4.1016ItADS$tJI.Js1.45 <,f j i 151:1 C M ITEE7.10003 tCUT I 121 CO:4 Tit 1UE C HRITEt7.1002) (FXBARtHl.Hz1.41 I C ) C CollPUTE COEFFICIErlTS OF THE EIGEttVALUE CtBIC POLYN0llIAL FRott Q C STRESS IrivARI AtliS g,- C t COEF i l l:FXBAR i l le F XBAR t t le F XDAR t 33 g j COEFiliz-COEFill h, (K COE F i t iz FX8AR t i leFXBARI Z i e F XDAR t 3 )eFXBARt t l e FXBAR E l inF XcAR t 31.FX3A i l 1Rt4les2-FXBARISlan2-FXDARE6Imm2 S ^ COEF t 31 FXDAR(11mFXBARt 2 5mf XDARt 31e2.uFXDARid lmFX3 art 5) FXDARt4 3-F i IXDARtll FXBARI6 lent-FXBitRt2l=FXDARESlee2-FXDARE3lefXCARE4In=2 la COEFt31s-COEFt3D in GO 10 t802.803.004.805.8069.151 (v l 802 COtlTIIAJE CALL CUSICICOEF.SICPL.IERS C l C SGITE PL PRIriCIPLE STRESSES i C C SI1:51GPLill-SIGPLt2B SI2:SIGPLt11-SIGPLt35 l j SI3:SIGPLt:9-SIGPLt33 't, i i
HRITEld.1999) SM I T E 8 6.2t,0S ISIGPL E i l.SIGPLt 21.SIGPL t 31.511.512.513 00 110 H:1.6 FXDARIHl:SIGSTEN) 110 CO:411tME 199:138e 1 GO TO 121 603 CALL CUSICICOEF.SIGPS.IERI C C HRITE PEAN PRINCIPLE STRESSES AT XSTART C SilxSIGPStil-SICPSt2) SI2:SIGPStIl-SIGPSI3i SI3 SICPSf21-SIGPSt3D IIRITEt 6.2004 ISIGPSt l l.SIGPSt 2 l.SIGPSt 3 3.54.52?.513 D0 111 Hzl.4 FXBERIHl SIGEtttHI 111 CoraillUE Itt:l#fel s GO TO 121 8 804 CALL Cl>0ICICOEF.SIGPE.IERI sgh C C HRITE PEAN PRItsCIPLF.SDESSES AT XEt40 c)k Sil Lp GPEtIl-SIG% 2 3 I SF2rkdGPfill-SIfOE*1) S13:WSEt 2 9-SICPts 0) liRIlfh 20 WSIGPEll t.SIGPE t 2 3.SIGIt 3 bS11.*.7'.5 3 00 If ? H:1.6 is f X3%e HM ABSSC X 3 112 4'PG!rOf 199:124. 1 ( GO TO.'21 hg 808 CALL CLYeICICOrF.S.GLE.IER) k ( C C HRITE FeQ PRI:lCIPLE STRESSFS AT XZIO l C SIlsSI MEtIl-37.Gtnt2' L)> SI?-SIS XtIl-SIAft35 313 siGQEt21-StGCEt31 g, l -IF7'.id.7016331GQEfII 51GQEtt..SIGQEt33.SII.512.SI3 00 aM lza.4 4X3A8elMisABSitt * - ~ 113 4.G8TTJUF -lat:lkle) l w - : :.a I 804 CAL !tftICt OIF.SIGOS.IER) [ C C WITE P.O PRit.T.IPLE STRESSES AT XSTART l C t i 4-/if s:QM 1 l-SIGCSt 2 3 g SIO.SICOSsll-SIGQSt33 SI3:SfGD' OS-SIG)St35 l
,7 h 'r: WL {- SIRITEI6.2009ISICQStll.SIGOSE2p.SIGQSt31.511.512.513 101 COHilllUE 102 Cot;TItIUE CALL FICllE084.0) RETURN Ell 0 C C FUtCTIOtt ARE A IX. Y. PPTS. HTERitS) C i C TO It1TEGRATE M'E AREA BEtIEATil A SET OF DATA POIllTS { C l IttrLICIT 8'.EAlea (A-It.0-Z) Ditt!!isW XI50 e.Y 50l COIt for UIG'4T *lottiT l I CG'E C4 *IFL AG/I F LG CC:BI0tt Fit 0f t. XSTART. XEHO. YSTART. YEHO. HEY 3. HEY 4. Pl. P2 StKl:C. Fif0f f = 0. YSTART=0. YEBO=0. h IF illT E RitS.GT.tF TS IGOT01 by GOT03 4 I l.1tITEE 4.200 3 200 FCRitATt ///10X.* musseHARNIt;G:HTERits IS GRE ATER THAN tPTS.smome
- l STOP 3 IFtHOU:IT.EQ.23GOT04 g
00106 g 4 IFtIFLG.EO.0IGOTO4 Sa NT E RI'S = 2 \\ GOT031 1 6 IFENTERilS.EO.IFTSIGOT021 h( NEVEH=te t HT ERitS/2 3 IF t HT ERitS.EQ.tiEVENIGOT031 GOT051 c x C FIT alt. POIt4TS HITH ONE CURVE I C IO 21 X1*Xtil X2=XttFTS) ( 'J CALL INTEG IX. Y. HTEpttS.1. XI. X2. Sutt. tFTSI GO TO 71 C C EVEN HUteER OF TEpits i C C INTEGRATE Tite STARTING REGI0tl. C 31 C0f 4T It."JE tit Rit:NT E RitS/2 IF t t4It Rtts.EO.2 It4 Trit:2 1 X1=XIIi X2=XItiTRift 0 11=1
CALL INTEG E X. Y. HIERitS.II. XI. X2. SIRt. HPTSI C C It4TEGRATE THE EteING REG 10tt. C J tPTS-t4TRilel XI XtJ3 X2 XttriS) IltlPTS-HIERitSol CALL IlliEG t X. Y. HTERetS.11. XI. X2. Sutt. IIPTSI IFtRCUt4T.EQ.1IRETURN C C INTEGRATE THE HIDDLE REGIONS. C IIIAXzJ-HTRit JJ:llipfl IF I NT E RitS. EO.21GOT02 00 46 Is1.IttAX X1sXIJJ) X2=XIJJ.13 11:1 CALL INTEG (X. Y. HTERitS.II X1, XZ. Stat. HPTS) \\ JJrJJe1 46 C0t4TIfiUE d GD 10 71 24 lI. 2 00471 1.IllAX X1zXtJJ) X2xXIJJell g 11*JJ CALL It4TEGt X.Y.flTERitS.II XI.X2.StAl.HPTSI k 47 JJrJJe1 GOT071 N C b C 000 HUleER OF TERitS C 1 51 CONTINUE NTRil:HTER1tS/2 i 'a XI Xtl) M N-X2rXtHIRitell Ils! CALL IllTEG (X. Y. HTERitS.II. XI. X2. Sutt. IPTSI g'# J:frTS.itTRtt X1zXIJI X2=XttiPTSB II:tP TS-HTERitS o l CALL IlliEG t X. Y. HTERits.11. XI. X2. Stat. tiPTSI IFtMOU:IT.EQ.11 RETURN It TAX s J-t4T Rit-1 JJ:t41Ril.1 00 66 I:1.IttAX X1=XIJJB X2:XlJJ.11 1 11=1 N CALL lillEG E X, Y. tei[RitS.II. XI X2. 5121. NPTSI
l de JJ:JJe1 71 AREA:SUll RETLV;4 Eta C C SUCROUTINE ItllEG IX. V. HTERitS. II. XI. X2. Suit, tiPTSI C C TO INTEGRATE THE AREA BETHEEtt THO DATA PolitiS C IllPLICIT PEAlm8 (A-H.0-ZI DittEttSIOt1 XI Sol.Yt 50 5 DIllittSICtt ARRAYI50.50 3 C0tnet F110ll. XSTART. XEtc. YSTART. YEND. HEY 3. HEY 88. Pl. P2 C C CorSTRUCT 500ARE flATRIX Ate INVERT C IFtXt11.EQ.XSTART. Ate. HEY 3.EQ.11 Yllis-P1 IFtX11).EQ XSTART.Atm. HEY 3.EQ.25 Ytll:0. IF IXt tlPIS I.EQ.XEllD. ABS.HEYts.EQ.19 Yt tPTS Is-P2 s IF t Xt t4P131.EO.XEND. Ate.NEyes EQ.2 ) yttpy59:0, 8p 11 DO 17 Jul. HTERits h IsJell-1 4, DELTAX:X8Il-XIIll h XJH:1. 00 17 H:1. NTERttS AR9AYEJ.Hl XJit ( 17 XJH:XJHsDELTAX '(, 21 CAL:. ItATItN I ARRAY. HTEpitS. DET) g IF tDET3 31, 23. 31 23 CONTit4UE AstYt29-Yllll/tXt21-Xtll) 1 BaYEIl-AeXtli Q XilID z t XST ART eXEte l/2. h, Yll!D AuXilIDe8 ( SUIT =YllIDat XI Z l-XI I ll X Filott t XST ARis AeB-YlllD is t XEND-XSTART im m2/12. g GO 10 eso C IJ C EVALUATE CDEFFICIENTS AfD INTEGRATE D C tv 31 DX1 XI-XIIII DX2sX2-XIIll ~ XSTal. XEHz1. XtlIDstXENDeXSTART3/2. 33 DO 39 J:1. HIEpits 11:11 A20. I Jell-1 h DO 37 Hzl.tlTERets AzAeYiIll=APRAYIJ.HI II IIe1
37 C0tlTIt0E IF IXI.EQ.XSTART. Atc.X2.EQ.XEtel GO TO SO IF IXI.EO.XST AR TI CO 10 36 IF (XI.EQ.Xtlli GO TO 35 CO TO 34 35 CortTIttVE IFtXST.EO.X1.At4D.J.EQ.19 YSTARTzYSTARTeA IF t XST.EQ.XI. At3D.J.EQ.13 GO TO 52
- YST AR T z TS T AR T e Au t XST-X11e nt J-19 52 XST XSTART 36 Cot 4TItUE IF tX2.EQ.XEteI CO TO 50 IF (X2.EQ.XttFTSil CO TO 38 GO TO 50 38 Cer41188UE IF t XEtt.EQ.XIIll. AfD.J.EQ.1) YttezYEtee A IF4XEll.EQ.XtIl9.Atc.J.EQ.19 GO TO 53 YE ta zYE ta s Am t XE ti-Xt Il l le m E J-18 53 XEN:XEte 50 00!aTIt4UE N
IFtkEY3.EQ.ll YSTART -P1 b IF t HEY 3.EQ.t l YSTARize. -Is IFtHEYtt.EQ.1) YEIOz-PZ I F IFEHEY4.EQ.25 YEles0. h DEtiollsJ FII0ti:FIIOlle Aet ( DX2 en t J el l-0X1 m e t J el l i/E J el l-t XHID-XI 1131s t DX2n =J-0X g 11==Ji/J) k SUll:SUlle t A/DEH0tt le t DX2e =J-DXI e =J ) 1 39 C0taTINUE Q 40 RETURie y EIO C I C th C 8.g SUDROUTINE It4TERPt HUllTC.HUllTP.RI.Z1.SIGita.TEtt.X.Y.NEL.SttALL.! Sit t C h C TO INTERPOL ATE STRESS ColFONENTS ItFUT tilAtWALLY OR FRott ASAAS C OUTPUT TAPE) TO THE POINTS ON THE
- CUT LINE'. Tile ttEAREST TitREE C
IIFUT PolllTS FRott Tite INTERFOLATED F0lHT ARE LOCATED BY SCAriteltG b8 C TliE ItFUT Ate A SilFLE TBC DItttttSIDHAL LIrlEAR It4TERFOLAT10t8 IS C UTILIZED. t i, C IllPLICIT REAle8 t A-H.0-Z) DIttENSION Xt Hell.Yt Hell.T Ettt Hell.SilALLt Hell.ISitt Hell.R14 50 8.Z18 50 3 1.SIGIInt 50 9 DO 2 IIs1.HUttTP R:RIEIII ZsZitIII J:1 Jt t.*.X s l 4 IF i tRJ TIC.L T.JilAX ) JttAX:t1UrtTC 1 5 00 10 I 1.ftUllTC S!laLL 8 I 1:0. t a.
e 10 ISlH II:0 00 50 I:1.HUllic 050slXIII-Rie=2etYlIl-Zie=2 IFIDSQ.GT. 1E-41 CO 10 20 T ziEltt I l CO 10 200 20 IFtI.EO.11 SilALLillzDSQ IF t I.EO.13 ISHill:1 IFtI.EO.19 CO TO 50 IF i SilALLI J ).L E.05Q. Ate.J.L T.JilAX ) SilALLt J el l:DSQ IT t SilALLI J ).L E.05Q. AND.J.LT.JilAX l ISill Jel lzI IF6Sil?LLIJI.LE.DSQt GO TO 40 00 30 Hzl.J JBsJ-Het IFt J0.EQ.0 3 GO TO 40 S:lALL t JS e1 IzSt1ALLI JO B ISitt J8 e l l= IStil JB I SitALLE JOI:DSQ IStil J01sl IFtJB.EQ.19 CO TO 40 IFt SilALLt J8-19.LE.DSQ R GO TO 40 N 30 COHiltRJE en IFtJ.LT.JilAX) JzJet k 50 COllTItRJE h JCHHzJilAX-2 h J0 11:IStH 1) I 12xIStit 2 9 N de 23rISittJe3) D AREtim.5e t Yi Il lmXt 131-Yt 13 3 mkt Il leYi 13 text IZ l-YE 12 9 mXt 13 levi 12 3 XI I 113-YiIlleXII2II vi Di s t XI I2 3-XI Il lleeZet Yt I21-Yt Il liset b IFt01.GT. 1E-31 GO 10 70 g 12:13 Jejet g GO TO 40 g 70 IFI AREtie=2.ST. 20 01eSitALLilli GO 10 00 Jsjel IFtJ.LT.JCHND GO TO 40 llRITEle.2000) II,I2,13.J la TaiEfH Il l GO TO 200 IV 80 DE T AzYi Il let TEHf I3 3-TEHf 12 3 D eW I21st TEHIIll-TEHI13 t leYt 131st TEtH I2 ~ l l-T Ef f t Il I l DE TBsXI Il le t TElit IZ l-TEH4 I3 t leXI121st TEllt 13 3-TEHf Il l t eXI131st T Etti 11 I l-1Eltl I2 9 9 DE TCs1Etti Il Ist XI12 3eYt I3 3-Xt 13 taVIIZ IleTEHI12 9st XI13 5mVIIl l-XI Il le lit 13 b leTEllt I3 3 8 XIIlleVII2 9-XI12 8 Yi115 3 T z t DET A.RaDEID=Z eDETC l/6 2.eAPEtti 200 CC* tilt.*JE SIGitAtIItzT g* 2 Cottilr*JE 2000 Fort!ATil5H ERROR It4 It4PUT.511 11:14.586 12:14.5tt 13:14.r:H J:14 )
h C. ij gs.3, g. L S %f 3'8 I h( t s g,' Ib g G E S. i I I L z t t i tR S O G I T C K Z. N I t. E S. H O 1 R. E 4 L 1 1 E E 1 ( 3 F t. t I. O t l E 3 1 P t 1 R /. A X. EB* T N. tUE 1 S it. 4 H L 4 S t Y E T
- G E
L I 4 t H. H. G E XA
- 5.
- C 5
I S 3 S. T t ( l G / I. 2 ) u I T I g, 1 O S. E P aA ** D E t. Z. I I D l E 0 L I OEf T. ST O R. L t
- 2. I A R
V 4 l 4 I t Z. H 9 XI E t t 51 D D R 1 1 I 0I t 0E R 8 0 X. 2. E 0
- PR 0
l L 0 2 2 H 1 E O H Y i T R Gl :t LLT T l i 1 l H O T* S A IEl I. S S. L E. f. G IO Y t l TOS A s t G S I G E ZPt I. L 0 5 3 NI R I C 0E f R. I. S R l E 1 I i
- 0. T.).
l IL A I ERL f A O H H. AOU AF T t. S. H E f t t T T l t H I t E t Z. F - A0L Et e E L e 01 S P R I AT2E LU F H OE E 1 H ART W
- EU t
Gt L 0T 4 VI H. N. T. I 8 E4 T SO I R i L LH 9 D E 8 lie I XI T t R P e T. T ETF tJET N. t 0US A i 3 5 E I L ?t G H t 21 l t t N. i = l U QI
- 1. *HS H
l ELHW P A t LT t Hl U T T AEI i I0uI 0 H.1 L Qe H.
- 4. E.S E
e 5
- I I O. R E
ELTt t E S RT I T0iH0 t E. E Y 1 1l I i HH HXT r t 21Ht 9 t A IND
- 1. 8 0E 1EE 1 5S I
t I
- T 8 HI.0020 20MLt
. EE t t
- 3. E E0P5UH H
1t I A TTOI 9 4
- T t
O5d5S4t I5 LtR2 t t I iT .t U T S I I t
- t e
U A C 's SV1l 1It 11 t A1t p OI I et I t Et I E006 : ITI I D 110Et soil 1OII CaAXR O t t I. DTDDT 1 1 0 I. T H D ? I GLt 4t l TT T T it 5. U t l R 2 e2NGI i TT e t D C MlE 4t 4 l RR 1 U RL D
- : 0 0FI E t O0:l L t
A4 O10 L Al 1 AI AAI A I t O00uOO5Et U I l 4.EMEEG0OE1 0FEOVt I O EE A T RI RRB 0DR1CIRCt I L0L0ISRZGCHLGCCt FFIRE S EI 4 Et U1 E t RE S R I RD I 1 1 1 0 5 9 01 00 1 1 1 22 00 12 C CC CCCC ~-
e s C C TO INVERT A SYl0IETRIC HATRIX Ato CALCULATE ITS DETERIIINAtti C IllPLICIT RE AL=8 ( A-H.0-Z) DIlft t4SI0tt ARRAYt SO.50 ).IHt 50 ).JHI SO ) 10 DEisl. 11 00 100 H:1. IORDER C C FIto L ARGEST Et.EHENT ARRAVE I.J) Itt REST OF llATRIX C At TAX: 0. 21 DO 30 I:H. HORDER 00 30 JrH,ficRDER 23 IF (DAti$t AttAXI-DADSI ARRAYtI. Jill 24. 24, 30 24 AtlAX:APRAYtI.JI IHtHl:I JHIHirJ 30 C0ffillUE C C IttTEREHANGE RCH3 AND COLtR1t45 TO PUT AtlAX IN ARRAYtH.H D C 31 IF iAtlAX) 41. 32. 41 N 8 32 DET 0. 1 GO TO 140 h 41 IsINEMI tg IF tI-HD 21. 51, 43 .g 43 00 50 Jul. HORDER SAVE=ARRAYtH.JI I ARRAYEH.JI ARRAYEI.J) g 50 AR:iAYEI.Jiz-SAVE .g 51 JsJHtHI g IF tJ-HI 21. 41. 53 .T 53 DO 40 Is1. HORDER S.WE z ARRAYE I.H I l ARRAYtI.HlsARRAYtI.JB g 8 60 ARRAYEI.Jiu-SAVE 5k C C ACCT #IULATE ELEllENTS OF INVERSE ilATRIX Nt C I4 41 DO 70 Is1. HORDER IF II-M) 43. 70. 43 43 ARRAYE I.His-ARR AYt I.Hl/AllAX 10 ~ 70 CottTItVE 71 DO 80 I=1. HORDER DO 80 Jul. IORDER IF (I-HI 74. 80. 74 74 IF (J-HI 75. 80. 75 75 ARRAYtI.JI:ARRAYtI.JteARRAYt!.HisARRAYtH,J) 50 CO'efIt0E ol 00 90 J:1. 13CRDER IF (J.HI 83. 90. 83 5 83 (PPAYtH.JI:ARRAYlH.JI/AtlAX IL 90 00t4TItafE % s.
i 1 APPAYtH.Hl:1./At1AX 100 DETz0EfeA11AX C C PEST 09E ORDERIt4G OF ltA1RIX C 101 00 130 Lal. 340RDER HsitC2 DER-Le1 J:IHtHI 2 IF (J.HI 111. Ill. 105 105 00 110 1:1. HDRDER SAVEARRAYtI.HI APRAYi1.Hlz-ATRAYtI.J) 110 A2RAYtI.JBx5 AVE 111 IzJH4HI IF tI-HI 130 130. 113 l 113 DO 100 Jul to'?OER SAVE=APRAYtH.Jl APRAYtH.Jir-APRAYtI.J) N 120 ARRAYtI.JI:SAVE ('t 4 130 C0teTItrJE k 140 RETURH 5 i l Ele y C .h C 8 SUDROUTINE CUBICICOEF.X.IER) C q C TO OBT*IN THE ROOTS OF A CUBIC EQUA.IION HITH THE HELP OF A g C TRIGituttEIRIC IDENTITY. THE ROOTS 5110VLD ALHAYS DE RE AI. SINCE <g l C Tite PRItiCIPAL STRESSES OF A SIRESS TEt4SOR ARE ALHAYS REAL. 81 v C C 8 IttPLICIT REALu6 i A-H.O-Z D 4K DIt!EllSION COEF t 31.Xt 3 ).Yt 3 9.CCl 3 ) tg A(- IR:0 A COEFill 8:COEFt21 I CaCOEF439 3 PzB-A/3.00e4 l4 OzC-8/3.00=Ae.7407407407407407D-leAmm3 g A3 A/3.00 (v RA0s.2500eQeQe.37037031037037040-1 Pan 3 IFIRAD.LT.O. Cal GO TO 1 IF t RfD.GT.1.E-15 3 IR=I9 AA=.500.Q CRTAA:DADSIAAl==.3333333333333333 IF t AA.LY.0.00) CRT AAs-CUTAA Yt l l:2.00=CRTAA i Yt2)=-CRIAA Yt33=-CRTAA GO TO 4 1 SRP DSC9Tt-PB Pill:DtDCOSt 2.596076211353316/P=0/SCP 9/3.00 h Yfll=S;P/.8560:51037811305.DCOst Pill s .} 4 y
Yt23:5PP/.8660254037844386=DCOStPHIa2.094395102393194) Yt31:5EP/.8660254037844386mDCOstPHIe4.1887902047e630$1 4 DO 5 Izt.3 5 XiItzvtIl-A3 IEP=0 RETURif Ele C C SUCROUTIttE ECit0 C C TO PRODUCE AN ECHO OF THE INPUT C C REALMS CARDt109 8 TITE 84.185 18 FOrtlAT E 1H19 CO TO 11 10 83ITE 14.193 19 FO?ltAT (1H I 11 HPITE (4.003 N 20 FORitATE* UttIT 5 INPUT *.//.* 1 2 3 't X4 5 6 7 8*./.* 123456789012345478 b 8-X901234567890123454789012345478901 345478901 345678901 34567890*./l LillE zo 30 READI 5.40.ENDz60) CARD I 40 F 02154T t 10A8 8 HRITEI4.500 CARD ( 50 FORl'ATi1X.10A8 9 g 1.ItfE Litatel q IF t title.t T. 52 9 GO TO 30 n CO TO 10 V de REHItB 5 t RETURN Ete SN C g( C SU6ROUTIttE FICHEOtIHRITE.IFG) C g C C CREATE THE FICHE TAPE l1 C P. E. CALLER 0H 4/18/74 C IFG. Ate.IFF.EQ.0 HRITE FICHE tas C 99 IS THE FICHE DEVICE C 98 IS THE SYSOUT A DEVICE C C REfte8 Atle).0t;E.DL.P.Z OATA OriE.EL/*1
- /.Z.P/*0
- e
- /
Illi E GER=2 DI.02( 4 3.JilAttE t 41.PROJt S I.RUttt 2 3.T ASMi e l.0E SCRt 181. I DAT Et 4 9.FROGt 3 3.vt R.L EV. ALTPRGt S t.SUBit? T t 5 8.04f 2 9. h C 2 II Puit 3 ).FLOCSf 3 3 g, Cmiott evtRttv/ vte.tEv
.e C0tet0H /XFICHE/PROJ.RUN.TASH.DESCR.DATE. PROG.ALTPRG. SUCitI T.F LOOR.Q A. ItlPU T. I F F. I F L m C IFIIFG.NE.0DIFFaIFG IPz0 III:59 REllIre IllRITE REllital 5 REHItO 7 REHIts 15 C 10 RE A0l IHRIT E.100.EH0:501 A 100 F091tATIA; 14A6.A43 1I1:111 1 IFI At ll.EQ.Z) IIIzIIIe1 IIIAt14.EQ.Pl IIIzIII-1 IFI At ll.ItE.0HE. Ate.III.LT.591 GO 10 20 111 1 IPsIPol AtlisGL I F ( I F F. EQ.0 IHR I T E t 99.101 ) PROJ.RUN.T ASH.DE SCW.D AT E. PROG.VE R.L EV. 1 AlTPRG.5UtttIT. FLOOR.QA. INPUT. IP 1FIIFL.EQ.0MIRITEt98.101) PROJ.RUN.TASH.DESCR.DATE. PROG.VER. LEV. \\ 1 ALT PRG.50Be tI T.FLOO2.0A. ItFUT. IP N 101 FORilAT 4
- 1*.5A2.2 A2.4 A2.T25.16A2.1X.4 A2.1X.3A2.1X, A2.1X. A2.542.
h e IX.5A2.1X.3A2.2A2 1X.3A2.' PAGE *.I3) l C FLUSH CARD 20 IFEIFF.EQ.0 MtITEt99.1003 A IFiIFL.EQ.0lHRITEI98.1003 A GD TO 10 Q C ALL 00ttE y 50 C0t4T ItME g STOP EtO dl\\ C SUBROUTINE FICHEllREAO.IHRITED A C g C C IREAD 15 THE READER DEVICE HUfIDER h - C IHRITE IS THE LII4E PRINTER DEVICE HUISER C IHE FICHE ROUTIttES APE ADDEO HERE IN THIS FOR'l TO FACILITATE ~ C THEIR ItaCLUSI0tt Itl OTHER PROGPAttS C P. E. Calf!ROH 4/18/74 C FICHE C0t41ROL CARD C 1 - 10 FROJECT prJIEER C 11 BL AtSt C 12 - 18 TASH C 19 - 54 DESCRIPT10tt C 55 - 41 Elt.tM s C 62 - d'4 Q. A. s. C C 45 - 70 ItTUT DAT A 50tfRCE C 71 $ IF FICllE IS TO DE StrRESSED g
_i I 1 C 72 9 IF LINE PRINTER 15 TO BE SUPRESSED C................................................................... C Tite TOLLOllIrG C00It:G HA5 BEEN ADDEO TO GET TiiE OUTPUT Ort litCr0FICitt ItalEGER.2 01.024 41.JtIAttEI 4 8.FF0JE 5 9.Ritil 2 5, T ASHI 4 9.DE SCRI 18 8 ( 1 DAT E( 4 I. PROGS II.VER. LEV. ALTPRGE 5 3.5t51117 4 5 5.0A4 21. 2 IttPUTt 3 ).FRot 31. Alf t S t.FLOO9:30 00t913H /VERLEV/ VER. LEV
- B I0t t /XF I CH E/PROJ.RUtt. T ASH.D E SCR.D A T E. PROG. ALT PRG.
e SUOllIT.FLO92.04.It3?UT. IF F. IF L LOGICAL.1 rut;'t.IB.RUIR44 EQUIVALEt4CE t J:tAttE s 3 5.RUtR41.8 JttAttE s l l.RtRRfA l DATA PRO /* P'.*AL*.*
- /, ALT /* P'.*EN'
- AV*.*GL*.*IH'/
DATA IB/* */.ID/*S*/ FLOORI19 18 i FLOORt3D a IB 00 5 !=1.3 5 PROGIItzPR04Il DO 4 Izt.5 4 ALTPRGIIIsALTIII N CALL JOSIterf JteAllt.5UB8 TIT.FLOORitli RUtR44 SIB HRIT E t ID; RITE.9001 tJtlAllEl l t.JNAt1E t t i.JNAtIEt 3 ) 9001 FORel4TE 2A2. All READt5.90005 PROJ.TASH.DESCR.QA. INPUT.IFG.IFP g l 9000 F02f TAT 4 5A2.4 A2.18AZ.4X.2A2.3A2.2Al l i IFF:0 k h~5 IFL 0 IFtIFG.EQ.10) IFFs1 IFtIFP.EQ.IDI IFL 1 CALL VErtlAP CALL CAtta)RIDATE.029 I 1 Rutet:IB g RtRit 1 IzJHAffEt 3 9 ty g RUHfZlzJNAi!Et4) g RETURN i END I i C C h) SUDROUTINE VERilAP Q C (u C 10 SET THE VERSION Are LEVEL OF THE PROGRAH. C I It4TEGER.2 VEW. LEV. VERI. LEV 1 Costsort /VERLEV/ VER. LEV 1 DATA VERI /2H00/. LEV 1/2H01/ VERzVERI LEVrLEV1 j RETURil Ett3 T. l>o
C P.1 - cA rss a Ic4:4 -dN:)- Stax - :.st g6 y COMANCHE PEAK lllllllT = J. O.15454 CF L /.f4 / L 8 El DEC 211987 M ~- w~='1 =cTRr* FILE IN JOB Book g A f./[;, 3 NE-15011 December 11, 1987 ll 3. J. 7 ( J~ / T..P. Klause Stone & Webster Engineering Corp. One Penn Plaza 250 West 34th Street New York, New York 10119 COMANCHE PEAK STEAM ELECTRIC STATION RADIAL WELD SHRINKAGE Per you request, we are enclosing ultrasonic examination measurements of the following butt-velds: BRP k' ELD NO. M66 DCA CT-2-RB-013 W 27 B2 23079 RH-1-SB-008 W 3-1A Bf 19882 W 11B B3 16599 SI-1-SB-004 CT-1-SB-005 W 21 ge 17240 SI-1-YD-003 W 93 g.7 15586 SI-1-YD-003 W 63 B4 15586 CS-1-SB-040 W 32 85 14998 If you have any questions please contact David Rencher at 817-897-8241. J Oven W. Love Director of Engineering DMRidiv Attachments cci ARMS S. Ali SkTC CHOC T. Ogden SLTC CHOC P O. Bot 1002 Glen itoss. Te.u 76043 1002
4 ULTFAS6NIC MEA 5UWEMfNT OF WELD SHi?:NNAGE DEP DWG No. Ci"* 2 ~ 83
- C '3
/:'*:4 ~^I'lO ~ A *"" =N EC INGLD NO. N 29 DCA NO. 23049 a *) TOP CFA/TEF of P/PE 90* -2 70*) t*LC(KW/JENCl?EMfNTJ LOOKING DOWN.STwiAM 0R D/ff(T/0N INDKATED. i 1 L / - / Vg" L2-ig" Ou / . 2g . 2 <.4 . Er.3 " ' 7 7,. .21i 379~ . ht./ " . 19' , p g,.. so- / b .21s ' .2 4 " i .sv 241' 381~ .253" ,rti- . 2m ' ,y, 2 3 - I Iz " 27-3/ 4 IBO* . u, I .wz- .nz- .213 l .213- .281 i .2 M ' .319 ' g.79 o 'k ?E 'Y3 .z,s 1H. . h8-hg8 LOCK l 2's,s,. .w .ur eraceoaee \\ AGP 0.9 KdV / .273 ' . 3 c7 ' g( p,p j?
ULTZA!6MIC MEA 5 Ilk'EMfA!T OF WELD SM/?:NXAGE BPP DWG No. St-1-30 coy 03 ~~ INGLD NO. N //8 G/ Al.. /01r4 -//ryjrp m. DCA HD. /6599 a *) YOP FN 7s 2 o f P/PE DO* -2 7D*) (*LTXW/Jf AiC/?fMENTJ LOOKING DdMI.5 TkTAM 0R Dttici/DN INOKATED. Flow L/- 2 " L2*/b'z O' I ,2rs* ..f o 9 " i ,2kS* ' 3 '0 " j .3I2" 'N, 3C5" .332' ,3ce-l 90* / .z .s,e' ,de j .3co" I ,qs9 " .3 8 ( ~ 3cL" . 2 G7 " ,' joy
- 1 l
L3-(" Ly-f.Iz' 180* i .a, .29o i i 8 .11.'. .l*C ' l e .390 .ts2' ,g, .327' . 24t " i N / I 270 .zso" E \\ ' 2W \\ cal 84OC K,e n \\ \\ .tn1 n i,.g i ""\\ .393' .212' PROCfDUAd; \\ AGP /D.9 EcM / 211' 213' ,,,uu,idr /h&L%*
ULTFAS6N/C MEA SUEEMENT GF Wfl.D SH2.l!KAGE D E P D u!G N o. S!*'* >'D ' M 2 O .I rt ING Q No.
- W & B ipu - MP(c )-- cpEA)X-283 DCA HC...
'S h* 8 G ' i) * ) 7~0P CfM7FF DW P/PE DO* -2 70') (2KKA//.TEINC/?EMENTJ LaaKING DdWM.STFEAM DfffC7tDN INDICAYiD. etcw -i /_ / - 2 '/q
- l. 2 - 2
/ Ou b i 343 ,3 n NH" ,g .m_ .wr . 3 3,.. i 4 .384" .3s+" P / 90* ) . 314.' l l M, i f. %7" .37 9* .%5' .368* 3b~ .3W* ~ L3-2.'/2, L V-2 '/z,' P t 180* 35s' P .368 l . 3 57.* . 3(,6 i 429 .344* l .356 I . it9 ' 328' N l 270 t f JTfES.fTEL{DfC \\ .T 5S., P1/TE l' R - - I.i 1 .%2
- hg b$0 Sf-
'5 '3 I, I. l l
- 442, M8 "
PROCEDt/Af: .31t popt.9 KdV / .iGo" .ssa" ,,,,,cg, nuan r-e w -+-m e---~w--- e s- ~e, -,-mee m~<~,,w-w----
ULTFA56 Mil MEA SIMEMGNT' Ci" Wh10 SH2INNA GE B P P D W G N o. /?d- / -38 cc8 M INGLD NO. fw 3 A ,34; : t//cc)-Sa//x-vi DCA HC. / 9 6 8 2. D *) 7'OP CfA/TfF &F P/PE DO * - 2 70
- tlNfx4S' ENCL?EMfNTJ LaaKING DOWN.5TFEA4 ()I?
DIficDON INDKA7"iD. NJ L /- l "
- t. 2 - 2 '
C" / C .292 .299* ,~2kt * .268 3f/* ES" ,2%- . 2.9 0 " ,297" so-N / .ESS* .Iat* ) .2 61* .its' .ISS 2 SS' . 2 9 ?.* , 9i L3-2" L y - 1. s * / ISQ* \\ 290.. 285 i
- 293
.2f 7" .2 65 ' .4 90 /290" l .76r ,293-i gyg o SITESSTEL ?DCC l .2sa" F1/TE 4Ec S~
- 29,.
CAL.8. LOCK,,, (", i 235-M//r ,29 .29 C .3 X .29c" p p g ( g p tj g ; ; i AGP .9 Mid / .?9. ,28 9.. /USPJff02
ULTEAS6MIC MEASUEEMfNT QF WELO SHi?.NWAGE D F P D W G N o. C 7-t - s e - c c s* INGL.D NO. " 2-/ tr. N-//P(c)-6ilx - 29 3 jfb DCA ND. /7zao a *) TOP (fNTEF of P/PE 90*-2 7D*) (7NKW/JENC/?EMENTJ L0aKING DQk'M.5TEEAM c)R D/RfC7/DN INDKA7~fD, _ no w' !./ - 2.S L 2 - 2. 5' ~ ou 7 l j 93 393 1 i .3 W I 3W .397- .D" .$95" . 4 2.9 " . p t-so. N / Nov-Accc~nt'3&f cue 7c nrracHmaw T' .$dDDLG i i 43-2" 27-2" / 180* ^'cr ActsSsiat.c >CR ur _ ~ 1 39: " 3%" l .399" .393" i .394" l / ac7 rtcesssieu Du? 270
- 7 o girercrimcc SMDDu~
3lfg*Efgg_QQ s7 \\ CAL 8 LOCK niic a c L,- l PROCFDt/2E: l AGP /0.9 E!V / tilSPFrmE N 5 s
ULTfAS6 HIC MEASUWEMfNT OF WELO SHi?lNKAGE B F P O W G N o. S l-l- Yo - cc 3 ,3'q I INGL.D NO' k' W 98 l S% r C - /IPC') ~GEUX ~ 2 0 =- g(p gg. /S 3 es a *) TOP CfM7EP of P/PF DO * - 2 70
- C/MKW/JE/NCl?EMfNTJ LOOKING DOtWM.STEEAM 02 DIEFCTiaN INDKAriD.
"0" f Lj g " L,g - g fg C" / . 377 ~ . 3 6 f. * .6r 3'r .42 - 38s.. .sss- . w. - . n,- so. N / .365* %7' '3 " .363- . g t" .392" .355" .uv ., x.. L3-I 4 L y-g yl ~ W I20' b 6 M5 .%I 1 .ic 36o i 35V' E 359" \\ . 3 4 r." ,344-g 7g o
- [fff'6YS
.u9-67-CAL BLOCK ,V .%9 n t _g 2cS6 i . 67 i 81 369 PEGCED/JAf; .358' h A6P /0.9 RcM / '3%~ ,,,e.x,..,i b ffa.L /h..
~ = ~. ULIFAS6NIC MEA SIJWEMENT 6F WELO SM7lNKAC,E DEP OWG No. c3 -/-SB -o40 e lC4[4~llW5I"EDIX"253 00 H 3*2 INGLD NO' DCA go, _ id, 9 9 8 d') 7"dP [fA/TEF DF P/PF 90* -2 7D*) C/MKMJf NCREMfNT3 LOOKING OdWM.STEEA D/EECDON INOKA7*ED. /~lov/ Li-2 '
- t. 2 - 2 "
/ 0" -TC .212" 2.25 ~ . 10 22i . 2 O" .2.06" 220' l .213' ,ggg" / SO' / C ,s- .2 .ze t ) . 2.10* . Li<3" .26T .207" ,218" i .215' ,ge3.. 20 24 aim SHeiNkAse' L3-Ly-W /BO' N I . 2.t5 f .,22,q ' l .215" .211 i .295" .222' .227 j .229' .220" I' gygo '5I?! A SS 1 ' b '2 v' flyg 2066 .2I3' ,2 9 18B .212.* pfocggggg; .23o~ g AGP .D EcM / .2 3 4.. . 216.. ,.6 e
TUGC0 (2) SPEC (1) g g g/3 [ [ pf f - g ) h 2 p;g 3 y 1 CCMMCHE PFAK STEA'i ELECTRIC STATICN ..(h DESIG1 CHAN3E AUniCRI2ATION p^ fi7 /.C4?4 - /VMC)- Gs/IX ~W (WILL) (Tt-htEtt) EE RECRPOPATED D1 DEIGI DCCWCC DCA NO.23,079 Piv 0 1. SArrI'Y RF. LATED CCCWDC: XX YES 10 L i 2. CRIGDA'ICR: TNE XX CRIGRAL DESIGiER f 3. EESCRIPTION: 2323-MS-100 REY. 2'
- g. / f-K A.
APPLICABLE SFEC/CWGN" BRP-CT-2-R2-013 REV. 2 5. CE'IAIIS PROBLEM: A radial veld shrinkage problem exists on F'n'-27. Maxix::um shrinkage allowed is.137", while actual _ shrinkage was.187". SOLUTION: Use as is. , - I.QSTIFICATION: Engineering evaluation has determined this shrink- [ CPS $5'h age does not adverselv affect the function of the ( 3h;- 351 M .i; system _. ..'5 ) j O - 11 M O [{< [2.h*'!.- !) c:- c, r n r : / 0 ri l K N/ GIBBS & IG.L.,INC. .i s, @.JSTIFICS - l'Ir;casronool'w._, b.C. w. u 3:., _-..,y-d'Prened UCCUMENT CCNTROL 3$ uu u doo w 4. SUPPORTING CCCU4CIIATION: AEEU U Lha NCR-15,914 R.1 5. AFFROVAL SIGATURES: HAH:JHB:DRP:cir October 4, 1985 A. CRIGn% TOR: / '7 DATE 7.7C /S, . [I 3. DESIG1 REPRESDEATIVE: [ h-2- /O // 6 i C. DESIG1 FIVIEW BICR 'IO ISSUE: Westindhouse (1) Site D.G. (1) Completions (1) '6,/ S*D.NCAFD DISTRIBUI'ICN: Design Review (1) Gayle Creamer (1) Robert Bus :ha (1) ,.y [' N: AR4S (CRIGDAL) (1 ) m-.s ~W C(.ALITY C;GINEERnG (1) P.eu.210N & AmLYSIS 'I. FCPM: TNE-OC-Ils. Sectwcv :." ,g--, - - - - - - - ---o, ,,w -,w, n
n
- f.. ~. ' ~
g} I:JN - //f' *; 45&-:.'s o e3~ M98&MS I-60 1- 07/.B / F.G 1 T 2 Eh%. .? CEA%E DiDEX:CEI 4G' CTANCEE FEAK STEA'i ELECTRIC STATIQi
- II DESIGi GAtGE AUIECRIZATIQi
- III_xx
} pt2Ic%) (WIIL Nor) BE DiCCRECFATED IN DESIGi ECCDCT DCA to. 16,599 '. 1. SAmrY FEATED DCCGCff: XX YES NO 2. CRIGnUL'IOR: CPPE yy CRIGDCL DESIGER 3. CESCRIFFICN: [ A. APPLICABLE SP.T/EW3/ _ _ _ _ _ _ _ BRP-SI-1-SB-004 / 2323-MS-100 E.r.18 / 5 B. CE"adls PROBLEM: 6" Diameter oice line #6"-ST-1-038-151R-2 0 weld nnn NO. 333 118 ha s a weld shrinkace of 0.187". This is in THK nnnilMFNT CilRRFMTeess or normal allowable 1tmits snelled out in w n r- ., - a, 10 0 / DCA-1:.335. Aceroximate location, Elevation 786'-1"; r,a w 12'-1( N of 5-5. S'-3" W of C-S. (Ref. NCR M-53615) ' O U' l>$'i !b I. M d sm. o u kk. b b.N hs h _ c \\ ."JSTI FIC ATI ON : Stress analysis group checked the calculations and f.ound,, _ _ ( l g 0 0 - 11 O O the conditions to be acceotable. pCpt 3fr .uD i mm 11 lycj 4. dwwcuG ECCmD?IATICN,: j l ( 2 4 6 9 fppfg h.,",,. y_,._ R O L Attached cooy of memo from stress analysis.
- n. wn I i
5. APPICVAL SIGiA' IRES: GLM:JF:ery March 10,1983 CATE T-//) b A. CRIGINA'ICR: z3 J / M /6!$ J B. DESIG4 F D7 m'*E: CAIE t 6. _VD2ECR 'L'CANSMTPIAL REEUIRED:!ES to XX 7. S'I"4NCAFD DISTRIBUTICN: J. '. l N AFFS (Original) (1) G. Mcpheeters (1) ECA.CF.'i 11-30 .F J Cuality Engineerirq (1) Adun. Fav 7-62 "5 for Orig. Cesign (1) Westinghouse-Site I11 1 _. a.: : --... ;.. _. m. :.r : - -
e n e s c e c. b ' t" ;tl", ~.: ~ ~ ~ ~ ' ~ _,o,.' q ; - 5,fiVA' - ^5b ~/ \\ c y, R- 'o l VsNm Brown & Root,Inc.. JSh g P.O. BO X 1001 GLEN ROSE, TEX AS 76043 1 '7 I mC H !/ M A,"c h,f n i ToI l OATE ~ v ~,, 1,i- $s0! hh U'{\\. ~ t -/- 9' o-ggM l .' B ' Tac i.cetn Cua e K es e__ -
- * - - -~
DATE / / __LS AeCRMi-SLc To C%. f!ESE Eld 4(/))2~ 77/5~ @6'9/77?M eF / _ AUlAL WEh2_.TsEMA2E_A-E_RUMES w l D'E AnW2p A_/.C_.t'_.CC._M _QW O/~ /d/ /.L. s.:. l MA, MEA lF lc'sS/BE_GLU ku msMME_ c w $$$Yk_Y Y. / _ikb l5l$. o WMVRMCuT* /S kcZ k A%~G'fdW_P/4...- Y&/ S W 25.h.. MEA._ -h'_O ~7 V.__.. t ._.._.__O.. .oM_S. t av. /i4' r-W )( ~ 2.'7) SIGNEO y N......... _ --w _ gs.e{i-g.e.ge..# l ' ~ ' - ~ x o.% M s n %e s ,t. .s ..v- -~===2-( 1:y; ;. __.._. R ", .d g*';.7 ~ 1 i ,'h / l I -=%-- w___ -w _- p l ,, :.,, q , Xs'g. ~e ~~ ! y.". '4 ~cd% er' Y.,, p '**'.;* f,'[, '* q. ' ;h f6 '. J.~* *
- T~~ d -
l ' &.. ys&. '.;v y.--',. [ fi' a{&. **:.y'*. nes v * & 4'%' r~ '~.__ _ _'M%=' _ 1 ~?. p w : &M r;'.'t+ ' - m r ~ 'q,c:.m
SPF.CiTUGC0(2) '.[ ', Ess a mt.t, me.
- T O
'2DFPnn nrP v EU$WfS 1-070, /-07/D Cq MAR 2 91964 . RAGE t Or 2 - bbbU 1 CCMANCHE PEAK STIAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION ('#IU) ('viII.I. NOT) BE. INCORPORATED IN DESIGN DCCOMENT DCA NO.l'20,149, 1. SAFETT M A"'ID DOCUMENT: XX TZs NO Turnover NC5 01 Bldg. No. 8903 2. CRIGINATOR: C??E XX ORIGINAL DESIGNE?. Room No. 66 3. DESCRI?TICN: 2323-MS-100 6 A. APPLIC13LE SPEC /D',G/ttttEIR BRP-SI-1-SB-004 RE7. 21 3. DI"CI.5 Radial weld shrinkage of.1875 on field weld 118 scool 302 exceeds one-PROBLEM: half of the wall thickness of 6" s/405 pipe per paragraph 4.27.8. 50LilTION: Use as is. JUSTIFICATION: Measured shrinkage of.1875 is acceptable per site Stress Analysis DCC NO.333 2m.1195 crouo. THIS DOCUMENT CURRENT F ECElVED AS OF rl.AR 0 41987 noo n5106 1 SU??oROGiD0CUMENTAECMf.I15.Ahq0 CUMENT CONTROL t-or p 4 DO >-v4 Line No f6NF.UGO51R/2 i f o r n n,, s, t .s ... asu iv vet u3tj Memo attached 5. A??ROVAI. SICNATURES: CKM:JXS:FLL:t' March 27, 1984 A CRIGUATOR: ,7 DATI J 2-7 8 /- E2O M DATI 3. DESIGN.REPRESU T.ATI7E: 'IO D,I, h ' DATI 4 -i'8Y C. DESIGN RI7I.I*i ?RICR TO ISSUI- /' 6. v cwolt REI.ATD CHANCE: XX NO TES: ?.0. NUMBEI 7. STA'.iDARD DIS *RI3UTIC'T: / AEMS (CRIGUAL) (1) Frank lasta (1) J. QUAL'".! ENGUEIRING (I) DC"'G TOR ORIG. DESIGTi (l) LQc s h nghCU$t h DCA TCEM 9-83
H
- 's Q %
MW (W :,3- /-70 j &-Jp'iu:-s eco-sax.uu c; ,.o. m ixi c a s m. "" ""* Tr 15 s. 7 Tof onnhfdflh N'I424 .&Wh, h&...- --- . 0.\\..hl)JELShYl4'M C^^ ..f t]./. yJt /d //f.- s S.,..a.l.x.C.. =r /' 2 = A b - T p g' : WC
- a..
1 pe gp WI .ktA.CCE NJ__b Ed.dr1._.. j un Ca.i.al &.4 ap en Rd/o.% /d....// 5.., Spod Ut L.DA $ 2.. 35 93 A...R:.W-f }-.. ~ l % :, 5sc u.-!s. Th#.A//w <<l.. 29 c -- .U0.4.L !.6.9 I 4.5LF =2*59 Ccd 15,35.~~. Acfwl Shnikan d_.,BI6 h..] ~42tn5L =ICI24hi
- E7i
+757.u di.. s 7232/o.- !- e :1m J. r, c.. ~&. L o w,e PcnJ..c E.-- q-., g--.y q.i.- n. r.9 = x. 4 q g - _ Siniq. <. 71 7h lof.. c.r... Td.<. Bas < Eq.IL A.l_{ K 2_ f_] _.;._.._l$.2/._ " _ __ 30,9D X2 S-1 .:, I.3o': ? SL -b,p"'_d.. /-/e/q/ / Y<nss.. 8 c. w dz e..- Ae d. __. dc ?' ... A M. A CA.C& b VN ' fN ! /h.h'i S < I f 751 s Er..,kcc-ef a b N.... ? t, a c.cz kW < ujvw;- g.g p/..... ._y C &.nwn.&...) fnindz d .6EP-SI- / -S8-@ 9'.. A-iiaded'._ k)o f r u h !-.ct S ? 9 FME N ?$8 ,,c ugo j $ h i h5< in c & % X k l g mi s t o wc?>o a s t o a s e siv e s: ..s v everio= s 'o e sa s s a, I sew 9 'o JO S Pit t 3 g E ar p warts a me Pie s COrtig w.?t. CateCue mfACT,
- l. D ef?S S EP47.
- 3. O ET &CJe 3?vt.Sgtp p*m a C e p e, o g ?v a n e sset t C D P' 90 st=8te l
1 DcA 20,149 9ay 2.o& L / C O \\. .f .......,.-.e- .e .a ..e==-=
- e******
- * * ^ ^ * '"I -,w-- y w w
/ ~4:4 - UFCc) - g;>fx - 53 O '7 / y fos'st4 : /- 0476 P P.ME 1 CF Z.
- c[~k GA!GE DCEX:CEI CmANCEE PEAK STEAM EIECL"UC STATIQi
- II Au>h DESIGi GA!OE NJEORIZATIOi
- III x
A 15.586\\ fM7f4) (WIII }DT) EE DC. mci <ATED Di DESIGi IXX1ED7f DG10. 7 ., ; : +. _ -b&'- - j, gg gg g; y g gg 2. 'CRIGINAICR: CPPE y ORIGH"LL DESIGiER 3. DESW-..OI: A. APPLICABLE SPEC /DC)IIIDEM 2323-MS-100 FEv. 6 B. DEIAILS PROBLEM: Line No.12"-SI-1-031-151R-2. BRP-Sl-1-Y0-003, has excessive shrinkace. FW68 and FW98 exceeds the limit alicwabla ner MS-100 a.27.8 car =craoh R.2 (.1875 inches max. allowable).250 inches for FW98 and.281 inches for FW'A ac+nal chrinhcp nor NCR M d6dd5 JN SOLUTION: Use as is. JUSTIFICATION: On site enaineerina has determined that (hls conditAeo. aces notaf fect tne structural intearity of UUV itV. JJJ wmy.+m.-...-,,- I rek.) vuuumcha Lunnch1 l AS ()l-MR 0 3130/ t o-wnwiDG TCULmaTE OF F!0E AND DT61TVEb 4. FNGINTFRING SF ON M,, m ns ma NONE 5 \\-n a a u o c_ i y cg ( g i 5. APPRNAL SIGNA'IURES: RB:ch 1-4-83 / S.d M // DATE /* S* 8 5 A. CRIGINAICR:, B. DESIGi REPRESDTATIVE: DATE / B3 6. VDECR TPANSMITIAL REUJIRED: kES 10 X 7. S'D.tCAFD DIS'IRIE!JfIOi: j t l AEMS (Original) (1) DCA FCR4 11-80 l Cuality Engineerirg (1) Ac:nn. Fev 7-32 'IS for Crig. Design (1) Westinghouse-Site Ili l
7__ l $$ g[7~ g cp g, I
- . i' ". '
tNM - dWc) -Qs/x - 26 3 _ ___c B _ , OCA N% /$,55C Brown &Rootte. ( m g#p ~ e.o. sox iooi cLEN ROSE, TEXA$ 76043 1 J. W Q ;; n y k :.3 - i T. W [.g9 :,{ ~,'.y. w l. 3 ~ ,4.%y. %?.wM.: z.m
- h. NfNk.I.b.. '
i ' ' < .-! U'.. M N h h .y
- . L
....r... y ':.,.:.. :n. n:::.. :wgi.:n.x. ;~: 7'sy :- : :.. ; ~. TT M6Y. q gG TV f.tj } p g / M ".a _ R - ._] 1 .~ // /4 VG V V 6 '=/ / QKL* V A 1 N (M. M-k @ ' 5 If .r1 /z - / 7 - 8 z._ A Cr@T463 LE~ To U +ch_,. , one -~ .3 /- ,1EGA.5 6 DE7~6AM//VE // 7~#f $l _ .sWRm'/.'4tfC A O7GD c/t/ /
- 1. /W62D 9
\\ F =- 2 '1 2 2 i L. 5 A 77~4 c1c~/3_d'C/2_M-46 WS N Co S k W__ w8 n,.}.f._.t t. o r W a L a/o _7~.A. F f fc 7'- S ' ~ E h c . M_ ? E.. i-3 6. //c~~ sis'ucmAS.5 hv7%E/7?' ..ThrE \\l@.1 brw y W7 ~ s vs M F1 / PROB ~~ /-Of 78 i (y<gn ..n r r Asil i .l. '77/d.,'7 /49h [ S1GNED 1 Il BY .....,.. =........ .....-...,;...>....-.,.i...:,n....., ..r ' ;'e .v.,, . ~. , v.:.:. y.,... -,... .. v - .i.. ;. : m.
- c.. '...,., '.
'.*4... s ~:,.. s - ,3., ,.4 ),., , *
- i.@.y,,, $~d '. ; ;...O
,..t.,** n. ... 1 h?.:..
- c.... -.. ",
.o.a',, .;.,p
- 3,
- ' ' ' 4. l 's..* ' S,4,'..'J,',.[.'a,';;;:,
f,. s.. .s i * ,, i.,?,e - f. *.y." ',".'.'..J',,e ..'y : a '~:.. ~. .'l ,d t., ...g..s,..'.
- .m.'.) -'. '.
= .=. Q... ' n ..'.L.^-j w; *
- * * ',.. > W; i "y. * 't.0 k,'.,..:.,.
- +
,.,.r..,,,... ... E lf ; * '. : ', :. i;r '
- ,t...
- . s ;..
3 4 .-r y.. ..;.. p. .z...,..... g
- .. i j ';.:',... :...
Q.:. ..q. ' ;c, '..,,,. 7 g y., ::4.y.,,rg.p*,,....,. *,,,.; 7, ,.f. M,,;.,.i,,,.yigj.;.. g .,...., _.. p..., ',,'y. -Q,,,.,., y,, q;: [ J '. - :,.. *x,.. -I. .,3..' :: ;. * '. -j'; ;. :.,, Q..,. :]..n,...:., .?., ,...?c. ;,),. ;,. t,.s :.;, q'.;.), ;.. q:..; j .y " ;.. .,,3, ~ .H,. f , ' '.n. s. *
- 0:
..' f. s. . c .y ./ - ,, ; :.,, }.. .c..;,. s:.... ~ ~. ..,......,....z. -1 s s. .c .?, 1 g.v_. ~
~- )%. py,py - MfYc)-Sal;<-:33q . :.i. * ' g,gg,_g 7,, FEB*17 PAGE 1 CF 2 ) GIBSS 8 Hill, l C.MCHE PEAK Sal ELECrPJC STATICN CESICI CiEGE AL'IECRI2 ATICN ~ f TJI2f)( (WILL NOr) BE D; COP.oCPATD D1 DESIG1 CCCU40,T DC7s 10. fl9,882 1. SAFETY FEI.ATO CCCU4ENT: XX YES NO 2. CRIGINAIOR: CPPE XX ORIGINAL DESIG4ER 3. DESCPl?rICN: MS-100 6 A. APPLICABLE SPEC /tt:G/4CO.gny BRP-RH-1-SB-008 r f. 10 B. CETAILS ^ PROBLEf t: Line 8 10"-RH-1-024-60lR-2 9 elev. 786' 10-7/8" 4'-0" W of CS 14'-5" S of 75 0 Fw 3-1A has excessive radial weld shrinkace. SOLUTION: Use as is. JUSTIFICATION: Per Stress Analysis Groun this radial weld shrinkaae is acce0 table. ~ 35-1195 (3 RECEIVED Ns/ FEB 2 21994 4. SUPPORTD;G ECCU4C,TATICN: DOCUMENT CONTROL Attached SSAG 5 3882-FME Stress Prob. 3 1-071A l 5. APPeCVAL SIchinmES: JHB:RCP:t February 17,,.',1984 (\\ Aws DATE l) kd-A. CRIGD4AIOR: M8V B. DESIG4 PJ.PRESENTAT DATE C. DESIG4 PEVIEW PRIOR 10 ISSUE: hNd
- DATE 2f2./ f $9 l
P.O. nu4%^ NO. $33 6. vEsCOR PEIarED amGE xx s0 YES THIS DOCUMENT CURRENT 7. STANDARD DISTPIBtTTIQ1: e l AR4S (ORIGINAL) ,(1) Robert Pa lmehb10k1NAR d 41987 ' ', ' CUALITY DGINEERISG '(1) C/l* ECIG FCR ORIG. DESIG1 (1) m.;3,f'.CC1 ara'w sm , v o.0 c. m @t.s4m.gh oule () cm t, m t :.cc;ea r m g O N L Y J; 1 una ux 4 ~ ' ~ ~ ~ ~ ~ ......._7*.* . ~ ~ * ~.
y- ~, r . ' ~,.., p$em%f'.' &a .g%'iTQ h. llR.Whif~.'... y_., _ J,.,i. -.w' ~G: a :. p.,.. K9 1-4 .,.:Gb M @y < + j...,. g% a m-. b' @. . WPti. =d,* y.r.. a4 y$.
- ehn i c
- s 4 La
$.Nig}q& \\ p ;.
- j $ h y,;; f ?M M i) H M W...
e f, f ' ' p Q 4,5s-t iT d l ,q- )
- v,a,.' <2 w % &3@.
- a. t4%q ',.$,.vi,.m v.t.
c n. av v.a.. kil2kbrfQG!q. t.}p.:-.y,. ...vl z. w;%..sf .s. w.. 4.
- J
... q'.f 1 :.. e&g 'f; %.f, ~y . p e? g.:- c n.-.. l .u .. a -a .g qyp.3.h 9;& f .e@p-w ? f g p. h p ( p. 3p s A w w.ggg i rv l Jy m 3 w. u u! -.e m.. ..v.
- l..
. m..
- v..
a u fu p g m. @. c-i ~: r - n ,5 Rpys.n%m. W. s %yn, g x.4 <.u.e a m c aa L as t'. e..~.. g-wc..ifR., ~ h*
- y., :
'6 ~I.?#;t. 1 n.q kg. @1 % M.f7 .f Y}I '9 [ - ?.s$y . Q.,,1. %.q g h,,~.L' .g jo.h: *.fC1. ' - ? ,f. f y g g g z. n. g, 9 t &.A w pn.s, M.9.~19.wt.. - w "'w. p@p:..z. : em W:. u.f,. n n.a.. n; u w mw 4 ^ w nn o (4 # g 885.v$QNs*Amykai:5 64n% 40 g :r,.,. A,i 'ji,9, ,y . - M. y r.'.6 i l VQ -N 5$D $#bk> Yb5?t '.b ba 0'A'5 -!b?, N .r.:.w. a 7:S.wr vm pm : mwf 3 l y e y-g.a.% m+. %.5,.% Ng u n[h 9 kyj f5Ahkk if2khdh.kN.
- k INs[
a$p$em%..3..b es 3 n
- d.... ~ G.
H.. M..g ..~ pwmw%. i- "0jaMX';ONNMh.lT:?}l% c h'W., Y 5dS'. flyf&,$.i O m 4.h200.Q % sV. &C. Vg7 sif.f6 3 b a $Yad.. $$fkMk_N$I.NN$IMUA N _f'?.g.3+h..,hg. ~ s. ~ M. iib h6 h .h,s/ ! f0.,. "p? ':N., gWMMlpe' 6 6 '.E % g #.. w w 8 r7ps @4 N m, % W P k?a % a?e', ?. 'a FM w(.t.L.sti W[...4M+4&w+h.mgv i: Sigr s Yhf %. Y' GQ n , !4 . % #. si MW%abM+
- g z
r I l es [ l ,?,y I a -.-_-------w_
grrrrrwxrcT t u ovrrrun s ~ y IM,{4 -//fc J -:i!/lX-2 ?3 0}} = FM2 1 T 2 [ l}. GANd2 INDE:CC gg; cowxze Pra sum eux:me swim
- n MSIG SEE NMERIZATIW
- III xx
~ ?AWIM,cf..' '/- 0.3/ ,O C#127t__(WIIL Nor) BE IM.mGATID IN CESIGi DCCEDE DC1.10. il7,240 '- 1. SAFER! FEERED CCCWDE: XX YES 10 .h A 2. CRIG2GCCR: CPPE XX CRIGDRL CESIGiER 3. CESCRIPI'IG. BRP-CT-1-SB-005 8 A... APPLICABIE SPEC /DC/tCCDec 2323-liS-100 Far. 6 _Cc.:A.ILS PROBLEM:' Weld 2 i on line 16"-CT-1-004-151R-2 located at B.. /- 'El ~802' 4 1/2. 3'-2" North of 7-5 anti 4' East of CS 'has excessive rhdial weld shrinkaae. (Ref. NCR ~ M a6715. Stress orablem 1-031.) x SOLUTION: 'Use-as-is. ((( ,... u D 1 JUSTIFICATI0ti: Acceptable based on existing stress margins at the weld DCC NO. 333 l ~ ~ TH!S DOCUMENT CURREtq3 5 - 119 5 location. U l AS OF e4R 0 4198/ I MAY 021983 [l.'":, l' ."ip c., t m) 4. dunucn:G t... u. i nn..c a l GTT-9631 ( Attache )r r ",.. c t 3 : .nr m,, lv o.3,__ninga,Ugt tryypipngcuggggt - ~ ~ ~ " " ' - - I 1 S '.. APPRNAL SIGUdmES: Gui:ery May 2,1983 //u [ ME 6-8-[3 A. CRIGDUCCR: IM A dan dB.3 B. CESIM REPRESECATIVE: 6. VDiCR TFA?G41TIAL R2mus: IES 10 YY { I 7. STDARD DIsmunuit-r \\.:h. n l AMS ( M 9 nal) (1) G. L. Mcpheeters (1) EcA Km 1140 1 l Cualitf Dwi:eri:q (1)~ A=nn.Fav7H2 CS f::r Crig. Design (1) l 5.;estingr.cuse-Si*J f1I l l
N I'h l)Gf } l,4 W y,,., /.h4,. 4 /JP(c) - GE//X - :33 i' [/{ TUGCo G ESE,, ah@g 1431 EST* M
- r 4pff 3-30 eSA g
p,36 P a 1LP # no. 3 ( VARCH 30s. I983 !..< TU S I SITE . Y.' TV X NO.,910 8 90 8.6 6 0 '.t... GTT-9 631 W ATT: IJ.B. G EO RG E/ M. MCRAY/C. POEHLMAN/K. P0hTER sus: VEL D SHRINKAGE, STRESS PROBLEMS 1 -047R AND 4 HE ANCHOR BETVEEN PRODS. 1-2 4 AND l-31 FE F : NCR-4644-S, DATED 12/14/82 NCR-4 671 -S, DATE D 12/20/82 'VE HAVE REVIEVE D THE VELD SHRINKAC.S AS I CENTIF 15 D IN THE Ar0VE RE FERENCES AN D FOUN D THE? ACCE P1 AFL.E. THE ACCEPTAPILITY IS PASED ON THE EXISTING STRESS MAhG INS AT THE kELD SHHINHAGE LO CA T I ON S. NO HARDVARD CHANGE I S RE QU!!!ED. t
- h. -
(G. di IF YOU HAVE ANY OUEST10NS, PLEASE CONTACT THIS OFFICE. w ..~ R. E. BALLAHD/A. RU T KO'. S K I / P. DOGEhT l l G I BBSH ILL, N. Y. UICO GESE 422682 VAN UI..... .q'., ,FE PLY VI A ITT s 'O %.fgs#f$.'f4y y. k,h ~ fhh hhfl h. [ h...e mI h k !i k 4 v.g', s. g g @ Ts @ ~ M w e $$ $,, Mi f y dE w fj I h h0" nn----- I a ~ .A ~ a m n w.e m.: m m m n u x a s, - - ,1 & + + - c.=. w m m m m
- [\\ PROBLEM /-NGOs h ,~ g u-4m //m > - w/x- =2 lu.:(g GANGE D?DEX:0EI . ~..s .. "3, CCt4ANCHE PEAK STEA'4 ELECIRIC STATICN
- II y
DESIGN 03.ANGE At7Ih0RIZATICN
- III j g4
'.7 7 / A _R t (T.Cf ) (WIIL Nor) BE INCORPOPATED Di DESIG1 DOCU4E7f DCA NO. 14,998 .,gg '.. -4.e.w'.m. 1. SAFLTI PELATED ECCU4ENT: X YES 10 ..y.. 2. ,.C. RIGINA'IOR: CPPE X '~ ORIGINAL DESIGIER ~ ~. s 3. FESCRIPTICN: BRP-CS-1-SB-40 REV. 6 A. APPLICABLE SPEC /SQWE6%M 2323-MS-100 psy. 6 B. DETAIIs PROBLEM: Excessive shrinkage at weld FW-3-2 exceeds the ~ limit allowable per MS-100 4.27.8.paragraoh B.2. (.'108 max. allowable. 3125 actual shiinkace Der NCR 39665) . Allow one time deviation from MS-100 4.27.8, SOLUTION: ca ra cra oh' 'B. 2. JUSTIFICATION-On site enoineerino has determined that this 1 ~ .i ~ rnndition dnee nnt affort tha struct wai i n taari tv *e6 tMC . g.s n v. - evetom ....m iT m ;o t-"T w-g g j,) ;.,; ; v i.. s i s ..w. i ri m. 3.qa u o e m a ty) s- - ~ L ! ' JOB'NO.'35 n95: i h c.'. X e ' i v. $ ),c.,, e T=:a i .- y \\.l
- W
.~ M ?.i.;1'I'9 [ l d 4. SUFFORI'ING DDCmD7EATICN: ~. 400 ,a_cc. i i_ _.- NCR-3966S I \\ E C E I V E sJ l 5. APPFGAL SIGNA'IUREs: JH:ch 11-5-82 j CbG R,' M CATE /[. 5-~- 8 'Z - A. B. , ESI l RhRESEhirAT 'CAIE // [ [d l l.~..l 7 '? 6. VDiDOR.TPANSMITIAL PICUIRED:' YES }D X ,,,y, 7. STANTAPD DISTRIBUTICN:j - ~ < ARMSi(Origiria,l) (1) DCA FCF 4 11-20 ~ '6iilhy 'Engineerire (1) J. Saltare11i-FME (1) td.un. Rev 7-82 l 'IS for Crig. Cesign (1) a~ . estin@.cuse-Site (1) W 6 l
I:4:4 - //MC) - SulX -2 83 Dl /!r7ACHHu/T ) Wub NaF/L.E DATA
- = / c Tot Stowe sg \\3) usm ATrw.
N. /crea.s.on oa C.J. LiN exr,336? ANy Fu.cn(sc Q u.c.s n o us coa >rA c r DAU ldAVes 20-947-9107- / 0 e l
- l..
iMJ~4 - A/M- )- GEN'X - 13.3 D2_ Eth(PL E 6F Mfif tt< d.s ue r n s % Flow s l-A*( O t A= cA,3 wint4 C= cAe ihser D EGAE65 AAe. NAAKE.6 d LCct Wl5F-LdOKt !J 'r IM h l AE:. DO)J OF Ad(Old OM 6$37C N C le.c u x Fe.v; oi t o t bi r e. a sto u s Artc. W M tj Ar fo ( M7 5 P> S C l btSTMU. Seussw LlT Manxs 09 PHEvCu5 LFEET5 l$ Y6' ( fd91E 'ul A.HC E 4\\ l t I l l _ ~ _ _ _
huan + - f44au voc er blou. Seuu it p '?' ga4-apay-su/x-: 51 bit bd(r. W. C-2.- X 4 -o(3 ] g au (_,ggyygnu; 3/g L7 W , 1b dofu2_7 Cuoarano c (gg;s,tg (e ut a r"0 22% " b C.A N o. 9/m Weto Thoritr. r/am, z 0 0 a + 6 4, \\llELb bia NtbW f' > N6[6 AT(4)b [g,p,,y Lyg /6 i @B ~ r t6 L. wela cap whk z%" He;gkym L" (e) ky" 'S{4 o )80 i He;gg E! [d) W Llel) Cap w'id1L 'W k 2.70' o rs Y _ kleid Csp vih, zb" Height L" k" ac.s. yea <: $ f 82 aus:
h E L f i ) 2 #- L Mru.a..ur,a or \\J u,.- S i:,eit.:c DV .a .usy4 -///YC) - 69/7 - 293 2o f 'SiTP bs/(r. %. _n -i-si'-o w Natuu,.c veld ~rm,u at
- 4 u. n,
- .u> do.
cu or n G tte m. a utt 06% , m W' (e unu rce.') @**. Y'"> 0S' b & M0, z 2. r 7 2 , A l~ O Wett PRnFtLE, 0 1 e bG.a.,4. Lan a. %;)e {
- p n et-l np ; <
\\NF.Lb 0Lo NtbW YL YEI&FII (uo % y;eea) W (5,r r. y;e.c.) ~ T hO t 6. WeIcl Cap VidfL
- ei9' Lt O"
(n.,tk p,ce) 24 (:-2 -: ;. 1%0 4 % vel +b att&T VeI) Cap Vic/fL Y
- eJght N"
(Mar +'peu.) E' @ - ' r'* " ) 7,,_......_._._..__..__..._ + 79 wakhwn! J7/i' hon toe d we4 d _ lleldCo.pV001h Her'qhf Y (v +t.piace) N'" __ (som piecQ QC L.ye. doe: $A.& n-i!rs
4 iAlllihl3',." h e fb(A'.udr.pr.yit b( y)c G, $ s ;r :gV.f.( n -- e /,74.c4 -MWC1 - SiNX ~ :.31. jBiT bsG W. Sr-t-Yb-on gu,m cag,,,,,. gy jac_ 7xy,7 b Mo. N 6f3 Cacom.cnac n sr. 4 3c& (* " "N v :' 3? ':4 bg k, sg,s w bd Vlett bFlLE. 4 Q N6lcA7 O" \\N F.Lb (AP \\dtb7}l 0S wa O h m" Weld Cap t/td+L I3/6 Nelg ht //c N; WEO h Iso ~~ u :g r S," 3dv" Ved cap viet '3/IG h em + 2.70 x 7 _ Weid Cs.p \\ARhh #bY Hel9ht$ 'lN ac.nyedo <: G~$ e.@; n-u N
tr4 d ' M Wc)-68Mff %13.9 U E c at s.:i u Muusir pr.tg er s]n;, .$. 0,t. :U.sc DQ Bir b>/G. %. RAi-da -o09 4 g, c,,,,,y,,y 33 %, i a3 - W e. FvJ %-l A Guuare.um vi 32 3N2 (# * *) 3 3 S bf A hio. 199%A N Wea ihoFtLE, O \\NF.Lb OAP NibTH /$ kggg 3 k t/ + 46 9/[6 /]eig ht b t/c ~ weld Cap UtJn a. 0 39 s.:g r 'A 1 ~3/t,y Vea cap vidt 'b " u L l ~ l 270 I 1llY seipt Nc" kvl _ kleid Cap vih, a c.s.yes < : v1. e. e.:,. n n-1-
W, /C.ra-//f(C)-GEffX-2 3.3 I4.E C -) f C i L Mr 4t;ar ur r,: e.c '.,J< s,s si:4.ie:.f.c /2e C7 / 53Rt* b>/G. No. c 7~ /-Srf-zT-h6uw At bra ;p.r,:,(ofer w/s B No- " ' ~I C tto w. u att %ia (" * *) N's b eA hio, m 2_ uo MELb h oFtLE, pj 0 x fi k \\N F.Lb (Lc htbW ^> /c: [. g g.g O" 6 // +c 4170" t: Weld Ca.p vidn
- v/r ye;g y o
ce a# Q t V/fo* 4 Vel) Cap Vidil M% s.;gkg o' n" 270' # A uletdcapvik we na;p as aim _ 3ee pye"2. A Y g
154 4 - AMc)-Gz// -233 X4G ~ X J pfy>- CT-1-5y - tr.C FV 2. - J hS' 17ue to Gelc'ed No chwed7h, panWe OmncY he ia kcm C $D 4-- L YO S 0, C,.//^c. t.< yecqce QY h S: O f - t.<j C c_o m mo4~ b e. b Ne_n k
- o me Vea :s u '. i~l t e. 2.70 C.c u'to s.v O ve I < :.v,fWu hlc N ac.c.ss; cle.e To c.a m ed be Tshe l
Ok a.C-2.n TM bc Yesft /Wowsusy' c-omYou f O$No:ec:f ev'o S w t o p in r: ~> h ty 17 0 ' -icto* o.-ef,i .c [9 m o m p ; a cuc tvuic5 y w iWih c--o nnoY b e cle'evw tu.'ab by o-d',a.7 ^ Gs ay j:vcfock. mea /s c2u e to c.<o w e v, \\v 6(.,, [ n i i i I G.' ,l - ~\\ c* (W r gl \\ it h ,'g ? 7 v,- - - -; i l i I, r i 1 t e l OQ f *T, OWM Vt O % / 1 i fb ( t 1 . ~., _ _ _ _.. ~.,.
t.r4:4 - NWc)- GE/X - 2.83 ~ h c L t t : i-t. Mr Atuir. vc n: er \\>]te,, .S, s!,:..nu. 6 C [> #' BRP bj& h. SI-l-Yh-do? Nuuiou Gacuteracmc & IwrQ " do-F'^l - 1 B ceum.au rrr se ; nW (" * *h sf 2 3c h bC.A Wo. IE Rg6 WEQ 4 yke knu. FLOW 0 dl0 aw.g sa cu % cio g '~ O Af [ b fg; kf f + }SO t i d g 6 270 ~ l d[G b&p Mf'h(f /4 Ne[gbf fA $1 Q C L.cfe.Clo r:Y GWn. i>h
fr41 Alf(c) - SIAfx-282 ht cli An.f i-L Mf Atudt. br /A 6f \\f]t u; b t!A llU.6C [] /,. s 13RF' twG. hb. os- \\- SG -040 huist bauvracurr _hloT Tats.O e g bC.A Mo, N,999 2QA I U"5 wro ELD FlLt, 4 FLo W s ^~ 0 u cu w k.a V2l %l wtLb O 4 f we 4 1So ^ - i Liet) Cap Vid1L 'Y31 'IY VS k h.ig i WELb + 2.70' _ ufeidCapvlh,"bl' neigh t W %[ Q C L.cgedo < : $ B& n.-u-n .}}