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) | |
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- 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 M998 S* Mcy 82.
37 5 38
'* 5) (kosec r FkocwvRE CPPP-9I " DESI6U CRITERIA FDE RPE STReM AND PIPE SuPRCTS ', R6V S, 23 FEB 87 et
" 6) HvasclRAO tk LU6cb S/RiNdK4 i
d,hM4TCHCK-0371,
' 1.wh TffEAG) OllL. 7AA/)S/7M,"6r*at 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
4 l.D YOTES 5
j) FcR PRoMEM 2-0292, toEcc Fu> 2'7, 77tG THicustcES kT bz , h 5 , ANo by (see PG 9 ) wsRG mxch' 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
- MGy:iN]Qg ).)/ff[AAlff.D S'rd665 OCCufS IN ADdACHA'T 2)
/
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 Tt+G pasT/MiCG BGTwSG-rd k 4 tz ilu O Eg$ t<g . Si^1G
- 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 OlVISION O GROUP CALCUL ATION NO. OPTIONAL TASK COOE PAGE" J.O. O R W.O. N O.
JW9] M9(C) Gex;x 283 -
i 2
4
- 8. 0 deactusioA/S 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 OPPOSeb TO TitG 2A IDt PROVIC&D lAl EGF 6
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
- TWT 6RMIAiGD BY Fiivi7ti [LEMEW1 AUALVS'iS l
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 I
AJ6LD $HAiNMAGC REPRESENT A Cc/J56AVA7sts* Af/ACACH 7U
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 OPTIONAL TASK CODE PAGE J.O. O R W.O. NO. OlvlSION & GROUP CALCUL ATION NO.
/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.' ' '
s ns Ne rem Pet Sies % S/ t i cfff-7 l
R E.
P E.
H"-
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 ~
,s 6.c;>Wx 0.280" O.cw) ir i.
10478 Fw 68 SE I2' Scu 40s 3?.O 075 2.856 !. +' */^ l flO ~
to i2.n"x G.3?S~
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 J.O. O R W.O. NO. OlVISION & GROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE b 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 l 0718 c
. W 118 SI G'scl/ 4'Os 23.7 c.t? 2.943 /.842 1.255' '
" 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.
36 f
3r l
34 39 40 41 42 43 l
se 45 46
STONE & CEBSTER ENGINEEQtNG CORPOR ATION o CALCUL ATION SHEET 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 : L2.Gl f +- O,90
.. 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 27 12 * %H 4'O 3 FM
& 0;37f 550,1875 30 5' . i : f,6 / (, /875[375)
- C,90 f,20f 32 33
d : C,37'i l
36 5: 0.88/
i ; 2.Gl (. 28ll3'75) f O,90 = 2.85*6 39 40 di 42 l
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 PAGE 5 J.O. O R W.O. NO. OlVISION D GROUP C ALCUL ATION NO. OPTIONAL TASK CODE
~
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= 166, {7 (3.)?:b C.2bo Ml2
<r = 11295/ si 2'
" E;<rtees EBf4 ^ '.ba +'do 16pf Sr.eess ot/ /2 fo = 4.3W 0 =d,0W
>=
M= /d6 m-/d Ry It- 9(63'?7) r(L375"-6.ao')]=.C?2bt2
, 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*"
3 2 77 (4.!87C*)(;375) = V5:/036 a 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 J.O. O R w.O. NO. OlVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE M J5VT/ A.'P(C] OfiUx-263 -
l 10.0 CALCutAYcus (cch)
D2reouavic/J of i F2cM naiTe~ E'5MW EasaYs 5
FW27 9
S/t: 0,67 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)
L '36%4/l3bi2951) = A 6$Y 22 te 8lb = C5O
%, = 312c)49 pi 28 FOR T=97DGpsi b: 3/2 W C,l2{ll75D6) = 1.32 6 31 33 For 0 2 //295/ y , A blS0YD " llG $$
- 0l .
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 4 DETERMA.WTioL' of i. FAon) R N M ~ ELG4547 AESui1S S nd n 8 9 s/b-c.G7 Tp ' 27/6?Vl03 ' i=oR (M2e>)O Y = ll7706 fsI is i = 2 7/fo 97 2(tl774%) ' l. t 6'l . fod 7 ;//39b~) ,01/ (M'E
/
is i : ?7/ @7 0 [// 295/) : ),20 3 20 ti 22
6/85 O,60
/
24 Tf
- 2.3!.?8 7 (Si fcrit iT = ll 7706 ,$$ )
t8 L
- 0bl$$f ? ()lll0h) ~ 0 e fb$' Ub5 loD0b 31
" fog o m ll 2 9 9 ,o S i 33 3s .
i = 23i9e7 l2612951)
/ = 1.o27 36 37 38 39 40 41 4t 43 44 45 46
STOME & CEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET 6 5010 65
. C ALCUL ATION IDENTIFICATION NUMBER OlVISION O GROUP CALCUL ATION tlO. OPTIONAL TASK CODE PAGE 3!
J. O. O R W.O. N O.
~
15US// NP(C) 6 FAN - C88
- 10. 0 09LCJLAThous (ccnlU) 4 CersesuivanoA) w c' nnt Swrs 6aareA7 fewens 5
FW 68 6
, S/t: C.76
,: n = n,p,
;,. u r = ns 22 pi wir/D
= avh4/e(2x22) = l vi(
Y
.=
i = cfiv6//2(22171) = l tr7 tu 21 it s' 2 blt = 0.50 26 V
- hhh [$')
Fojt Y= 22832 (X t 2e 2'
30 E = SC446/c(22ezz) : 1. //() 31 foot 7 = 22171 p/ 33 l 3- i : sc44e/:(12m) = 1.>ys 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 OlVISION O GROUP C ALCUL ATION NO. CPTIONAL TASK CODE PAGE N J.O. O R W.O. N O. ~
,/ W 5 / HP(c) SEA)X - 2SS s
to, O C IL G z A ri c e s (wislll) l 4 P2Td/Sv?>Ai47?O/) 0F C2 FAoM b'F 6 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 C2 = /. 0 + 2.9 (1875l 8s) 2W3 :
RA I:" fiM w,/O.lb/"'5
" Cz=/.o#c.9pe//.3w): 3.f 75-23 21 DETERMi///rT/CA) 0F C2 k k'z, f*soM F/Ai/TE Eif4/EiW
/?/JAl'f4)S to 26 Fw27 28 6/d5C/.o7
** PAL PGA% STAESS
- 3826W j'S!
981. l.1NEAA)*6ED 5126SS = 2573f8,01/ 32 0; : //7706 pi C3 ' liofd2lG ; 25?35%lI/7706
- 2.!BG
$2
- t*Ed.KlbAldWA s 36264) 67358 ; l. ?6,7 37
** 0 50 Sf/ =$t. [64% 67:e855 3/2c'4D /5/*
PDL boed2it60 stain *23/l/b5]SI
;T~n = 1/7706 ,M i et
C:7 2319'OS* / 7706 = l.9663 Kz = 3l20f 23NCS = /. 398 4*
46 l
STONE E CEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET ! asmss o C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O. OlVISION O GROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE N ' i d5Y'>Y Nfhl 6fAiX" & S ~
, /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 9 8)t = 0.67 n?L PEAK S722%= 27/677 psi A feu DucnRitec STAGss : 216769 psi ce 21655'/fri 0'n : ll17C(o psi 2 ll7706 = 48t/2 C 2'?/697, k 7: z 216769l/2/6S'sY ' /2W
- Sec 154nt 2 to 5/6 = 0.50 Tik PSAx 57265 = 23l ?87 /s i Pia t.,vei9aiteo Srnes = 176 tic? ps1 T:
e4 a II77C(c /o ri
" C, = 176+'07117706 = l&&7 t
}Iz ; 23) 7 ,/ ?&</07 '// 8 /
29 FW 68
'=
3I 5/t o.7s' bl 5 ./TfhSS # bYYhf/ ('AL bAISARIasp STREs'i< C)719 fsI i
~
35 0, : 22822 ps I
%.z - 51717/21822 7 8,270 ,, x z= a v s 9 6 / s / 7 9 9 = /. 2</ r 40 di 42 43 44 45 4$
4 STONE f. 't!ECST E R ENGINEE RING CORPOR ATIO N CALCUL ATION SHEET AS M 65 CALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O. OlVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE 3d'
/59 W N/(c) 660x - 283 -
/CD $1LCUL4DWJ$ (ccok) 5 OsnrEeA/.# WJ W Q lXz M 0.41 fin i d M Ei W $ d d W 6
Ftu 6 6 S/t = c,so 80
' fA'L Peak Six6SS = S0668 psi ThL l>LEARiTO STRESS = 4'3%8 fS/
le Th - 2:222 psi L =So64 9'3768
- A /52 le 19 to 2l tt 23 24 tl 26 27 28 l
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 nn } }.C CDC CHARGE NO. - JOB ORDER NO. FIL FI ;E LOC. PREPARED BY REVIEWED BY Cote.
- 0. gM PAGE SECT SIGNATURE TIME DATE SIGNATURE DATE COMMENTS
,y
- ASA ~ fo r: WELD F W f. ts mRE
- VS. AS n A S - M : t/
68 6557 - ' i'Jikh l// ' s Q _ y u ..)
~
nhelgs sya 7spE=ooS5gy gje=.,5 O ' PAL FOR MILD N66 Aof 7046 8 $- . g 9 U
~ .
no..>- stoREh: YS. PA L - MB U,5
'falneL syd inir - o n s ss<rtez a 5/s 1 ASAAS FoR WELD Fwa0
~12 RE J/f4/g3 ,D MREb : YS. M A S - 66 3 : ~rt
(>B 3 6S63 C 4 d _ a . ." ni, n/a %A rA PE =o/403 8 S/d=.5 U
~
PAL Fot< W Et D. FW68 sroAED : YS . t'A L -Fw 6 B 3 ; 12 663 7059 2) h f '// ///.q/gg Q yc n ..V \b8ln h SNt3 TA PE = ol4038 HL'3 S/d =.5
#5f g3q# g -
)'A M Jg CI
_ n ..P ASAns FOR WGi T, . FWZ,, f *'ll6 STORE W H5P- AS AAS- WS D 72 e/ip14R cmt3 TAPE < o/4 So 7 O IQ 0 F'Al. FOR writ b FW 2 7 STo RE WHS P- PA L -f wM h gqf cySgg f ,. QN M b~b S. # n ,.b - i /0 /RP, SRtd TAFE = D16 50118L 3 6/d = .6 7
/T&q U f'AL F0 R yvELD f td Z 7 272 490 6 } ny BB % h , , ,p
~
, y, gs gy, Qlf",[N^l [*_'[ "
ISk, CI PAL FoR wFLb f W /l 0 III 752I H llYg fg. , ny7 w q_ { ,,9 , j, g jq g,, ,, g*jEg,} - F ,IHf , Wh U ASAAS FOC .W6LD SW ill3 g<; 7 qqpl ~ % STo eE h : r/S P- AL A A S - WS 2. 71 Z [ . ' _ l>?U7 S8 % e n o . W' 1 jn ':,l Ol', C Y.>t>\ TAPE - o/45o7 U l'AL fo R WEL D FW IIt$ r~f h4
/#2 6'4 7 // '
. 2*M/ 8B %. o ,, F i/ia /go, t.u.\ fIPE /(,"So$1I^iz $N<"= . o g -
I
- COMPUTER GENERATED JOB NUMBER W W COMPUTER USED (S8W OR CDC)
STONE & WEDSTER ENGREEMG CORPCRATICN CALCULATION SHEET CALCU!.ATION CENTIFICATION NUMBER JO. OR WO, NO. OtV!SION & GROUP CALCULATION NO. OPTIONAL TASK CCOE PAGE b
/fl/S// NP(C) gy .,}g q -
REF. fl. 0 COMPUTER OUTPUT - MICROFICHE
- DATE PRINTF4 COMPUTER JOB ENGINEER'S NA.W ON RUN NUMBER APPEARING CN SEC* ION 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$$ h'. S . /'d TEAS O A G I - /C FE Ro392 271 9570 4 s. /'Eri!2 Son' u l-I C - 8 2 Ro342Ill 032f W. s Psi ~EKSo^/' I /-tK 32 Ro392 wSz 9 974 A/. s . i'ETE2 Sod 3 l- l[- 2 2 Rc R92 ll 2 5. 9 A!. S . PETE250^./ K L f M N O . P O i R 1 5 T U
- THIS PAGE IS USED IN LIEU OF THE ORIGINAL MICROFICHE PAGE WHICH HAS BEEN FILED WITH THE ORIGNAL STRESS CALCULATION.
==::.y .~ ~ nra e c.m:1:.~t~m : , v ~r,mvm- . .xv >s -ce:c-tz a=w_,ac. a m.uc ..o r.-a,.e:.m.raz a cre
STONE E CEQSTER ENGINEEQlNG COQPORATION CALCUL ATION SHEET a m ts C ALCUL ATION IDENTIFIC ATION NUMBER l J. O. O R w.O. N O. OlVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CO DE PAGE
\ /S//59' A/Kc) Gr^tx-283 - cr ze ATTAC//W//T sk ~ 'PA L Comtnett Pr.ocsAm DocoMevrsric/i
- PAL; A comparex fnosagm fet ce7x,xiisc penx, gyzes;s, S
AtJD LM) CAR Sn' ESSES F2bM ASAA6 (57~/96) s7EESS Dis 781BurioAJS. ic ii Il MACW /4/E: IBM 370 3033 Lencume: i~oRTanN 27 Funcroodet b6scAlPnoA)t 71/is 12CGRAM DErtAMMiGS THE PGAW, AYdAA66, AslD 1./AlGAR S726sSe5 FEoM AsARC i ( STRGss Disr2180TioA)s FOR USE /N $$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 3 l 1 '* Ibu;7s specineb nicA>G mG f9L CMS-Secnc4RL cur (s), vsim THE 'mnes NEAR.EST RSAAS cuTPur PairT4 af
** To GACH f%' fbd AA)D IMr2Albc.AT/A6 CF 1?MY" LDCAi.-
{ l Fiet O SaseD cd usi&9R YAAinT/oA) ov6A THA7 72)- 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 i3 Yh5 SINGSSf3 MAW)/A!EO f GACW h))Af7* kl&OG 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 23 STA6%05 )S AW WFOAMtED. Ti/is is MFcAMED
** 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 29 FEAM, AffRAGG, Axio LINEA 2i?b $746ss PJSt25 sr 3i 77/E STA27 thub EAID of A f$t CUT. SatAA S7ESSS
/hT6dl$/T/ES AA6 CtfLCOL A7ED i CA* .4M ~0/6' A810LO7C V4(4)[S 33 33 0' 77/E D/FFERE/JCES /A) ~7?/E s*A/AICi/AL. S726SCCS.
34
,, LISTIAl0 W 0*0
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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)
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JJrJJe1 46 C0t4TIfiUE d GD 10 71 24 2 00471 1.IllAX X1zXtJJ) lI. X2xXIJJell g 11*JJ CALL It4TEGt X.Y.flTERitS.II XI.X2.StAl.HPTSI k 47 JJrJJe1 % GOT071 N C C 000 HUleER OF TERitS b C 1 51 CONTINUE , NTRil:HTER1tS/2 XI Xtl) iM 'a X2rXtHIRitell N-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 11=1 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 (
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21 CAL:. ItATItN I ARRAY. HTEpitS. DET) IF tDET3 31, 23. 31 g 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 Filott t XST ARis AeB-YlllD is t XEND-XSTART im m2/12. X 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. DEtiollsJ h g 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 11==Ji/J) SUll:SUlle t A/DEH0tt le t DX2e =J-DXI e =J ) k 39 C0taTINUE 1 40 RETURie y Q EIO C I C C th 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
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Rutet:IB RtRit 1 IzJHAffEt 3 9 g ty g RUHfZlzJNAi!Et4) RETURN g i END i C I 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 DATA VERI /2H00/. LEV 1/2H01/ 1 VERzVERI j LEVrLEV1 RETURil Ett3 T. l> o
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w~='1 =cTRr* FILE IN JOB Book NE-15011 g A f./[;, 3 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 SI-1-SB-004 W 11B B3 16599 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
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(WILL) (Tt-htEtt) , , , , , ,
- 1. SArrI'Y RF. LATED CCCWDC: XX YES 10 L i
CRIGRAL DESIGiER
- 2. CRIGDA'ICR: TNE XX
- 3. EESCRIPTION: f 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 $5'h age does not adverselv affect the function of the 351 M ( 3h;- .i; ,.,<.-'. system _. j O - 11 M O
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- 4. SUPPORTING CCCU4CIIATION: AEEU U Lha NCR-15,914 R.1
- 5. AFFROVAL SIGATURES: HAH:JHB:DRP:cir October 4, 1985
/ '7 DATE A. CRIGn% TOR: ,
- 3. DESIG1 REPRESDEATIVE: [ h- 7.7C /S, . [I i
C. DESIG1 FIVIEW BICR 'IO ISSUE: , 2- /O // 6 Westindhouse (1) Site D.G. (1) Completions (1)
'6,/ S*D.NCAFD DISTRIBUI'ICN: Design Review (1) Gayle Creamer (1) Robert Bus :ha (1)
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- 1. SAmrY FEATED DCCGCff: XX YES NO -
- 2. CRIGnUL'IOR: CPPE yy CRIGDCL DESIGER
- 3. CESCRIFFICN: [
A. APPLICABLE SP.T/EW3/ _ _ _ _ _ _ _ BRP-SI-1-SB-004 / 2323-MS-100 E.r.18 / 5 B. CE"adls PROBLEM: 6" Diameter oice line #6"-ST-1-038-151R-2 0 weld nnn NO. 333 118 ha s a weld shrinkace of 0.187". This is in THK nnnilMFNT CilRRFMTeess or normal allowable 1tmits snelled out in w n r- . , - a , 10 0 / DCA-1: .335. Aceroximate location, Elevation 786'-1"; r,a w ., - - - . 12'-1( " N of 5-5. S'-3" W of C-S. (Ref. NCR M-53615) o u
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- 4. dwwcuG ECCmD?IATICN,: j Attached cooy of memo from stress analysis. ( 2 4 6 9 fppfg h.,",,. y
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- 5. APPICVAL SIGiA' IRES: GLM:JF:ery March 10,1983 A. CRIGINA'ICR: z3 J / -
M CATE T-//) b B. DESIG4 F D7 m'*E: CAIE /6!$ J t
- 6. to XX
_VD2ECR 'L'CANSMTPIAL REEUIRED:!ES
- 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 : - - - - .
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- bbbU 1 CCMANCHE PEAK STIAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION ,
DCA NO.l'20,149 ,
. ('#IU) ('viII.I. NOT) BE. INCORPORATED IN DESIGN DCCOMENT XX TZs NO Turnover NC5 01
- 1. SAFETT M A"'ID DOCUMENT: Bldg. No. 8903 XX ORIGINAL DESIGNE?. Room No. 66
- 2. CRIGINATOR: C??E
- 3. DESCRI?TICN:
2323-MS-100 6 APPLIC13LE SPEC /D',G/ttttEIR BRP-SI-1-SB-004 RE7. 21 A.
- 3. DI"CI.5 PROBLEM: Radial weld shrinkage of .1875 on field weld 118 scool 302 exceeds one-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
%, crouo. DCC NO.333 2m.1195 THIS DOCUMENT CURRENT F ECElVED AS OF rl.AR 0 41987 noo n5106 1
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March 27, 1984
- 5. A??ROVAI. SICNATURES: CKM:JXS:FLL:t' CRIGUATOR: ,7 - DATI J 2-7 8 /-
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C. DESIGN RI7I.I*i ?RICR TO ISSUI-
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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
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- 2. 'CRIGINAICR: CPPE y ORIGH"LL DESIGiER
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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/ ,- o-t _ . . _ _
- 4. wnwiDG TCULmaTE OF F!0E AND DT61TVEb NONE FNGINTFRING SF ON ..M,, m ns ma 5 \-n a u o c_ i y cg
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t AEMS (Original) (1) DCA FCR4 11-80 l Ac:nn. Fev 7-32 l Cuality Engineerirg (1) ' 'IS for Crig. Design (1) Westinghouse-Site Ili l
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C .MCHE PEAK Sal ELECrPJC STATICN CESICI CiEGE AL'IECRI2 ATICN TJI2f)( (WILL NOr) BE D; COP.oCPATD D1 DESIG1 CCCU40,T f 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 A. CRIGD4AIOR: . , (\ Aws DATE l) kd-B. DESIG4 PJ.PRESENTAT DATE M8V C. DESIG4 PEVIEW PRIOR 10 ISSUE: hNd
- DATE 2f2./ f $9
- 6. vEsCOR PEIarED amGE xx s0 l YES' P.O. nu4%^ NO. $33
- 7. STANDARD DISTPIBtTTIQ1: THIS DOCUMENT CURRENT e l .
AR4S (ORIGINAL) ,(1) Robert Pa lmehb10k1NAR d 41987
' ' , ' CUALITY DGINEERISG '(1)
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C#127t__(WIIL Nor) BE IM.mGATID IN CESIGi DCCEDE
- 1. SAFER! FEERED CCCWDE: XX YES 10
.h A _ . .
- 2. CRIG2GCCR: CPPE XX CRIGDRL CESIGiER . .
- 3. CESCRIPI'IG. -
BRP-CT-1-SB-005 8 2323-liS-100 Far. 6 . A... APPLICABIE SPEC /DC/tCCDec B .._Cc.:A.ILS PROBLEM:' Weld 2 i on line 16"-CT-1-004-151R-2 located at - - - - . . -
/- 3'-2" North of 7-5 anti 4' East of CS
'El ~802' 4 1/2 .
~
'has excessive rhdial weld shrinkaae. (Ref. NCR _ - - . . .
M a6715. Stress orablem 1-031.) . _ . . _ _ _ ((( x SOLUTION: 'Use-as-is. -- -
, .. . u 1
D . . . - JUSTIFICATI0ti: Acceptable based on existing stress margins at the weld ,, location. DCC NO. 333 l ~ ~ TH!S DOCUMENT CURREtq3 ., 5 - 119 5
' ' U l AS OF e4R 0 4198/ _ _.
I MAY 021983
- 4. dunucn:G : [l.'":, l' ."ip c. ,
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GTT-9631 ( Attache )r r ",.. c I
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lv o .3,__ninga,Ugt tryypipngcuggggt 1 , ___ . S '.. APPRNAL SIGUdmES: Gui:ery May 2,1983 A. CRIGDUCCR: IM //u [ ME 6-8-[3 . B. CESIM REPRESECATIVE: ' ' A dan dB.3
- 6. VDiCR TFA?G41TIAL R2mus: IES 10 YY
{ rI .. 7. STDARD DIsmunuit-l EcA Km 1140
\.:h. n AMS ( M 91 nal)
Cualitf Dwi:eri:q (1) (1)~ G. L. Mcpheeters (1) A=nn.Fav7H2 l l CS f::r Crig. Design (1) 5.;estingr.cuse-Si*J f1I l l
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. . . VARCH ' (
1LP # 30s. I983
! ..< TU S I SITE
. Y.' TV X NO . ,910 8 90 8.6 6 0
. GTT- 9 631 ,
' .t..
. W ATT: IJ.B. G EO RG E/ M . MCRAY/C. POEHLMAN/K. P0hTER VEL D SHRINKAGE, STRESS PROBLEMS 1 -047R AND sus:
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 -
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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.....
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A t _R (T.Cf ) (WIIL Nor) BE INCORPOPATED Di DESIG1 DOCU4E7f DCA NO. 14,998
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- 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) SOLUTION:. Allow one time deviation from MS-100 4.27.8, 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
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- 7. STANTAPD DISTRIBUTICN:j - -
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