ML20213F479

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Rev 1 to Arkansas Nuclear One-1 Pump Case Stresses
ML20213F479
Person / Time
Site: Arkansas Nuclear Entergy icon.png
Issue date: 11/07/1986
From: Diehl G, Nana A
BABCOCK & WILCOX CO.
To:
Shared Package
ML20213F464 List:
References
32-1165802-01, 32-1165802-01-R01, 32-1165802-1, 32-1165802-1-R1, NUDOCS 8611140227
Download: ML20213F479 (52)
v • d • e


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DOCUMENT

SUMMARY

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STA0i! J ACK$0N PUMP BIVISION 33*33134 PUNP CASE STRUCTUAAL ANALYSIS 2 **IB N0t2L ND1 j

$ 3 c h T "

N Come 203 2253 Ps! + NEATUP (4.815 MA) + PAELD + BEAT WT + 1.00*THAN EXP (15X)

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"15 o SHELL ELEMENT LOCAL SYSTEN STRE3SES YIELDING MAXINUM STRESS INTENSITIES

      • C00ADINATE STRESS ***

. $. 5, 3 h y xy *** PRINCIPLE STRESS *** STRES$

  • NAX PRIE h 'S ;r A ELNT 51DE X P1 P2 P3 INTENSIT*

4174 0 -3634. 4433. -44f7. 8123. -5323.

  • SUNHAfl0N :;g- O

-1125. 13446. 1674. M 1 -12518. -3751. -3644. -2434. -13835. -2250. 11585.

2 5251. 16617. -5270. 18684. 3184. -18519. s-

. 18684. 21868. :s 4175 0 -15887. 12612. -1566. 12698. -15972. -1125. 28671. -4399.

1 -24049. -5030. -1657. -4887. -24193. -2250. 21943. -31329.

2 -7724. 30255. -1474. 30312. -7181. 38093.

. 22531.

4176 0 -13804. 12819. -2681. 1!087. -14071 -1125. 27158. -2109.

1 -18737. 9148. -3949. 9496. -19285. -2250. 28981. -11839.

2 -3871. 16491. -1412. 10570. -8949. . 25519. 7421 4177 0 -12433. 13230. -2290. 13433. -12636. -1125. 26069. -328.

1 -15616. '15595. -3440. 15970. -15990. -225l. 31960. -

-2270.

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2 -9251. 10865. -1140. 10929. -9316. . 20245. 1614. 9 o o 4178 0 -11087. 13041. -2383. 13275. -11320. -1125. 24594. 630.

t B 1 -?4456. 15979. -3178. 16307. -14785. -2250. 31092. -728.

2 -7717. 10104. -1588. 10244. -7858. . 18102. 2387. g) 2 4179 'O -9171. 12463. -3353. 12971. -9679. -1125. 22649.

^ h 1 -12893. 14335. -3682. 14824. -13382. -2250. 28206.

2167.

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N I 2

( "k 2 -5448. 10591. -3025. 11142. -6000. . 17142. 5142. qm M

D 4180 0 -7362. 12156. -2837 12560. -7766. -1125. 20326. 3669. I 1 -11478.

2 -3246.

12733.

11579.

-2489.

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12986. -11731.

12235. -3902.

-2250.

2471'.

16137.

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8333.

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z 2 -518. 14213. -2923. 14772. -1077.

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  • 1 -12077. 1747. -752. 1788. -12117. -2250. 13905. -12580. C ,

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$$ STRE d' ELMT SIDE X Y XY

      • PRINCIPLE STRESS *** STRESS P1 P2 P3
  • MAX PRIN o 4174 0 11489. 1557 3304. 12488. 558.

INTENSITY

  • SUMMATION --

o 1 17120. 9383. 3322. -177. 12665.

l 18351. 8152. -354. 18705.

12869' $- M 2 5858. -6269. 3285. 6691. -7102. 26149* 5-i

. 13793. -411 :s 4175 s0 13067 -445. -1368. 13205. -582.

.1 16472. 5561. -1212. -177. 13787 16605. 5428. -354. 12445.

2 9662. -6451. -1524. 9805. 16959. 21679

-6594. . 16399. 3212.

4176 0 12608. -551. -925. 12673.

15867 2514.

-615. -177 13288. 11881, 1

-752. 15909. 2472. -354 2 9350. -3615. -1097. 9442. 16263. 18027

-3707. . 13150. 5735.

4177 0 12160. -651 -1103. 12255. -745. -177 13000.

1 15397. 1123. -1199 15497 1023. 11333. o 2 8924. -2424 -1008. -354. 15851. 16166. o 9013. -2513. . 11526.

i o o 6500.

4178 0 11994. -875. -838.

t t 12048. -929. -177. 12977 4

1 15718. 331. -918. 15772. 276. 10942. -

1 -

2 8269. -2081. -757, -354. 16126. 15695.

8324. -2136. 10460.

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$189. C) 4179 0 12120. -1052. 180.

1 15642. -509. 197 12122. -1054. -177 13176. 10891. M i

15645. -511. -354. 16156. 2 2 8597. -1595. 164. 8599. -1597. 14780. '

. 10197 7002. rT1 4180 0 12315. -1061. 561. 12339. -1084. -177.

1 15233. -879. 638. 15259. -905. -354.

13423. 11078. W 2 9398. -1242. 484 9420. -1264.

16163. 14000. 00 M

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. 10684. 8155. OF 4181 0 12445. -990. 514 o 12465. -1009. -177. 13474 11279. I O

~ 1 15633. 453. 315. 15639. 447.

2 9258. -2432. 713. 9301. -2476.

-354. 15993.

11776.

15732.

6625.

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ELMT SIDE XY P1 P2 STRESS

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4140.

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-1125.

INTENSITY 13408.

  • SUNHATISa 1747 E

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2 or)56. 17058. -5483. 19324, -2250. 12076. -19619'* *

\ 3789. . 19324. "

i 23113.

4175 0 9 16?16. 12577. -1697. 12677 -16316.

i 1 -24325. -4898. -1753. -4741

-1125. 28993. -4764 2 -8107. 30052. -24482. -225u. 22232.

-1641. 30123. -8177. -31474

. 38300. 21946.

4176 0 -14073. 12810. -2894. 13118. -14381. -1125.

1 -18983. 9450. -4160. 10046. -19579. -2250.

27499. -2388.

2 -9164. 16171. -1627. 16275. '624

-11783.

-9268. . 5542. 7007 4177 0 -12634 13248. -2560. 13499. -12885.

l 1 -15795. 15970. -3737. -1125. 26384 -511 16404. -16228. -2250. 32632. 8 2 -9474. 10525. -1383. 10621. -9569. -2074 n

. 20189. 1052. L g  ; 4178 0 -11174 13064. -2706. 13363. -11473. -1125.

1 -14602, 16245. -3571. 24835'. 765.

2 -7746. 9884.

16653. -15010. -2250. 31663. -607

-1841. 10074.

9 O

-7936. 18010.

2' 4179 0 -9096.

2138.

12447 -3707 i

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2 -5209.

14299.

10595.

-4140.

13067 -9717.

14914. -13598.

-1125.

-2250.

22784.

28511.

2226.

-934 72

-3275.

h 4180 0 -7187. 12124.

11246. -5861. . 17107. 5385. gm s

-3201. 12641. -7704.

1 -11564 2 -2810.

12393.

11855.

-2950.

-3453.

12751. -11922.

12627. -3582.

-1125.

-2250.

20345.

24673.

16239.

3812.

-1421 $>

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. 90'5. p 4181 0 -5664 11589. ,O 2 -2276. 11884. -5959. -1125. 17843.

1 -11324 8504. -1339. 8594. -11414. -2250.

4801 gy g 2 -3. 14675. -3212. 20308. -5070.

15347. -675. . 16022. 14672. oF

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- 4199 0 -4830. 10763. -2255. 11082. -5149. -1125. 16232.

O 1 -12157 2 2497 1169.

20357.

-1165. 1270. -12258. -2250. 13528. -13238.

4808. c

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o .e Eg o 334 PSI' + AAP or (3.015 NR) + PRELD + BEAD WT + 0.37*TuaN ERP (151)

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SNELL ELEMENT LOCAL SYSTEN STRESSES VIEL91NG MAX 1 NUN ST8E55 I !" INTENSI c p *** C00ADINATE STRESS ***

3 ELMT SIDE I Y IT

      • PRINCIPLE STRESS ***

P1 P2 P3 STRESS

  • MAX Pa'Im  !

\p 4174 0 11561. 1388. 3127. 12445. 504. -177 INTENSITY 12622.

  • SuMHAVIg;g 5! J g i

1 17006. 8879. 3094. 18050. 7835. 12772. 1 x j 6116. -6104. -354. 18404. 25531' E 2 3159. 6884. -6f72. . 13756. 12. E i

4175 0 12922. -454. -1415. 13070. -602. -177. 1367ic.

1 16326. 5595. -1236. 16467. 12291 5454. -354. 16821. 21567

{ 2 9517. -6502. -1593. 9674. -6659. . 16334. 3015.

4176 0 12481. -549. -1005. 12558. -626. -177. 13184.

! 1 15729. 2640. -820. 15781. 2589. 11755.

-354. 16135. 19015.

2 9232. -3738. -1190. 9341. -3846. 13187.

5495.

4177 0 12055. -638. -1209. 12169. -753. -177. 12921.

1 15281. 1286. -1300. 15500. 1166. 11239.

8829.

-354. 15754 16213. 8 2 -2563. -1117. 8937. -2671. 11609.

. 6266. 9 o o 4178 0 ~11930. -862. -969. 12003. -935. -177. 12938. 10891. E E t 15606. 448. -1064.

1 15681. 374. -354. 16035. 15700.

2 8254. -2173. -874. 8326. -2245. 10572. 6081.

g 4179 0 1

2 12117.

15540.

8694.

-1058.

-526.

-1591.

29.

12.

47, 12117 15540.

8694.

-1058.

-526.

-177.

-354.

13176.

16066.

10882.

14660.

Nm i 22

-1591. 10285. 7103.

4180 Rm 0 12344 -1079. 399. 12356. -1091. -177. "2 13447. 11088.

1 2

15125.

9564.

-1042.

-1117.

438.

359.

15137.

9576.

-1054.

-1129.

-354.

16191.

10704.

13729.

8447. h>

or

? 4181 0 12474. -1012. 341. U 12483. -1020. -177. 13503. 11286. O 2 1 l5515. 204. 109. 15516. 203. -354. 15870. 15365.

z 2 9434. -2227. 572. 9462. -2255. . 11717. 7207.

fy g7 4199 0 12746. -779.

@ 1 16339. 4584.

836.

616.

12796. -831. -177. 13629. 11790. O 16371. 4552. -354. 16725. 20569. C 2 9154. -6142. 1056. 9227. -6215. . 15441. 3012. r g M 6LE I cod h com sree w zn , emm te.eessm AT* GamoM 5i z -

POMP lA2. Ref E3'], FKHE 4 2% ta 6 3

POS-21036-3 (9 84)

Babcock & Wilcox a McDermott company GENERAL CALCULATIONS l Nuclear Power Division occ. i.o. 32- //rorsa z - oo j PR\ MAR 9 STRESSES FOR RE6 tom tc\TA FLROS :

TM \S SE CT tod DETER ress REs - rA E PR\ MARY STRESS LEVEL 5 10 TWE REG-\ O td oF TAE Pome case wAEgE Fut-u) s

%\JE EEEO IbEMT\ F\ED.

D Es tC,td CotJDmotd THE PR\mA9M STRESSES OF REF[El RM CAaULA- T ED 10 TA6LE 2. . T n E 5dr STREs3 E 5 ARE boE .O P R E s s J R ;E.

. OQLY S(PCE TME PE5'9)RE L.OADS ARE TWE ONLY S(6 fJtW\C AtdT VasM A W Lo ADS .

(pse t w n.as tas 's. i tt.sd Tas Pasaaeat s,TaessEs oF T a a .e e_

ARE \QCCE ASEO ST A B AT10 Oi:

AtJ AL4 E ED T , ' :_'s tJ E'55 To , A\ C4QEb 5 M LO GT\otG di: F ALU.

refra Eo av 86C oir, /#///If6 iEVIEWEo SY DATE V

PAGE NO.

e ..

POS-21036 3 (9 84) s.ncock a wncox a McDermott company GENERAL CALCULATIONS Nuclear Power Division o o c. i.o.

M- 801-oo

\WE MEM 6 RFsME 99AQC\ 9AL STR.ES$E 5 ,

I (s tbE c) Lattt Gs. R fNTtoEb BY T m see a o

/Tu.mt .

THE (WEN \BRADE + EEt@hl& PN9c_\P At 5'rREssEs (stoEs 1

% z) uttt. SE RProcet M (Tausun-d /(Tacr#uT.

TRE WeW ?Ri909AL ST6tE55E5 u)\LL TRE.O BE G5Eb 'C O C ALCOLNTE STRESS \ 9 T 5:.9 5 \ T \ E Pbt c. o m e A t w o u To gEen =_ caes AttotogstEs.

TRE VWmARY S T R.E-55 L\ r^ i T~. AR5. GuseIJ ota 9 % E. 4-A OF C:2.F [2.], Tsay A RE .

! Pr f;. '. 0 .5 m  :

l 3,7 ao p

?u + Vs 6\.55m =

L3. GJ y4

~

6m e IAo F Fatt SP. 551 '.F e to PHPARED SY Ec OATE / h/ e' REVIEWED BY V

D A TE I U! PAGE NO.

,os. nun aiu  !

samem a wnca GENERAL CALCULATIONS a McDermott company Nuclear Power Division ooc. i.o. 3 2- /16f8 02-0 I TTE AM AU( EEt Tav_ woe.m vb Nob t*J REFE31, FicRE. + CLosiT , 9%E 70. Tue TWtG OE.5% \S E\ 10 cue.s .

FR.o v\ REN) oo 0F TA\S boc uM E OT T4E ALTuAL TR\tKDE55 OF tome case is Z,1 tdc4E5 U\TR A T MicKM ess AT FLAd Lot ATio td O F \.5 " '

(R6 CQ OR Rev ce pS \d. REV oo 54 OWED TMAT TRE FL b.) WAS .l idCMES DEEP AMD C3 RE O TO

. l% " , TdERE.FOR.E LEAV10G A Mt.Gt mVM TitlCYMES S OF t. % A tecnE s. T'uE RAT \o oF T 'A u A t. n e o To Tw% 056 D F-ot2. VETERmtrJVd6 STRE5S c=$

~

10 W \U REG \bd \S 2.l To n .% 4 .

Re.F D ol H AS 6eEed RbD Eb To REV oi 0 F Tut 5 Docume.+3T Aub Re.VtsE 5 TME 90mP c AsE n+tcy.R ES Oseb iM RE\/ OO O F Tt415 bocume.0T. FRu\ REF(tol TAE %EsitSeb

  1. see. 9 % E IB c

..er ,o av Id o,,, //M[8Ia

,,,,,-,o ,, ys . , , utarc ,,a, .bhc

PDS 21016 3 (9 84) e.6 .c= a wiscox GENERAL CALCULATIONS 8 McDermott Compersy 3 Z - ll(,(6 07. -0 J Nuclear Power Division ooc. i o.

PUMP CA56 TA\CKOEs5 K  ?. . Co IDcAE5. THE T utC.Y.ue55 TMu T9E Fi A ;J ' REN\Ns0 S AT

1. 5" , Ytus tJE w Pum P c ASE Td\CKOESS MEA 45 TdE t W- DECTS \5 E.$ - \.[= \.\ " b EE9 .

REV oc oF RE F [43 luottNT ES T4E RAv) wto. 6 R.ca T0 1.\39 ,

TgERE6M Le fwiM(r A

'v\\tJ\m0 N\ TEttiaJ E55 oF EG - 113Ci = l Abt" .

TkE \J e. O RAT \0 P)R CM catMtOG- STR.555G55 10 TSE TB\0 S G CTt00 OG 90m? C A56 \S L\ " (TswAtneh , To \.Mo\ (TAeroAL ,

si pcE TAE STRESS RAT 10 RR TuE RE\1\5 sb l

%TA 15 Sim\ L AR. To TRAT OF Q.E() oo AtJAL1s\5 \T t3 Co td 0.0b Eb TuAT tee REV ou RESULT 5 AC.E 5Tiu N/ AL.\t .

e 00 11 naaea A (Ostc,M lplcAd7 l RAtto 1.44 RA no 1.% t bFfece M .

.......o , /hr o ,, M4/f4

..m.., VS o... //4 /?' ,m o // 6 M _

U __

l

s 805 21036 3 (9 84)

Batacock & Wilcox a McDermott ecmpany GENERAL CALCULATlONS Nuclear Power Division occ. i o. 32~IIbI607-0I 100TE:

REV do OF TV\ 5 boco mEOT REFEREtJ CED S2 - \ \ 05~R ~1 - 00 (Re.4 A\ AS TH E. So u ntE OF TwE. i=W\AL FLAud be FT \*. (,'l %"h .

bo R.uJ (v TAE RE.sl\Sto G To ini5 Dotoned i

\T u) /W bi5toUEREb TR AT REF 4 AAD tJ0T BEEtd REX E. ASEb , TREceFog.E Ta sg.E I5 \GO T A 500 Ac.E Doc.v MEO T kR- T46

.Tw " FUb3 bePTB .

SI- % 57Cn - o o WM tJow 6e.E.10 REN_F Fe>ED SvT CotJTAids TRE \.A5 TEST RELO id5fECT100 RESUL75 (Rd to) NJD h Atd \AL FQM DEPTH \

oC= \ . W ".

! TuE FAL.T TMAT TRERE \S tGO REFEREtGLE To C- TwE ,T50 " FLM DEPTB Does tdOT C AA&E T4G RESULT 4 OR CorJtt0stbd 5 06-TBt S DO CU MEdT.

PRtPAttD BY DAff /f C p .... uMrc .... ... lac //& --

PDS-21036-3 (9 84)

Babcock & Wilcox GENERAL CALCULATIONS a McDermott comparty Nuclear Power Division o o c. i.o. 3Z- / / G T802 -O o TME RE.\l \SE.D PR\dC\ f A L 6CG55E5, STRESS \dTc_Q5\T\ES , fMJb CODE ALLOW A6 LE S' CRESSES (%RE T A60\_& W D

\d TA6LE $.

TgE RE50LT 5 07 TABLE 3 5%Ov)

TuhT TWE PRVn ARY ST/2E55 L\ miTS ARE Sf%T t5 AED LJtTH TME TBTMuER sectio M OF TQG- Qo cA P CASE ~g g DEC 6R C0 0 D\TIOQ .

l kf REVIEWED BY DATE !O E P AGE NO.

u

8WMP-20667 (6 84)

@ Babcock ,yg & Wilcox.

ooe ta SZ- IMr80L-00 TABLE 2 (REF 3, FICHE 14 100, PG 11)

COMB COND 100 2500 PSI = DESIGN PRESSURE SHELL ELEMENT LOCAL SYSTEM STRESSES YEILDING MAXIMUM STRESS INTENSITY COORDINATE STRESS PRINCIPAL STRESS STRESS MAX PRIN ELEMENT SIDE X Y XY P1 P2 P3 INTENSITY SUM

=======================================================================  !

4174 0 e347 8040 996 8500 5887 -1250 9750 13137 1 1 7839 10827 925 11089 7566 -2500 13589 16155 2 48ee 5252 1067 6144 3974 0 6144 10118 4175 0 7919 9102 -358 9202 7819 -1250 10452 15771 1 6973 8285 -437 8417 6841 -2500 10917 12758 2 8865 9918 -279 9987 8795 0 9987 18 ^.782 4176 0 8443 9144 -320 9269 8319 -1250 10519 16338 1 7241 8084 -608 8402 6923 -2500 10902 12825 2 9645 10205 -33 10207 9e44 0 10207 19851 41/7 0 8689 9227 -175 9279 8637 -1250 10529 166es 1 ~7e2e 8319 -638 8698 7242 -2500 11198

' 13440 G 758 10134 283 10290 9602 0 10290 19892 4128 O B6/5 9172 88 9187 86o0 -1250 10437 16597 1 7970 t3193 -106 8257 7906 -2500 10757 1!663

. 9281 10151 312 10261 9270 0 10261 19531 4179 0 368e 9147 378 9318 8314 -1250 10548 16382 1 7987 8275 505 8656 7605 -2500 11156 1376L 2 8985 10019 251 10076 8927 0 10076 19003 418e O 8237 912tf ebu 9471 7895 -1250 10721 lolle 1 7700 G/31 1 >5'I 9391 7039 -2500 11891 L 39 ?O 2 8775 952e J43 95-f8 6704 *i 9598 18:02 4181 0 /952 9003 BM 9490 7493 -l250 10740 15735 1 /e52 2412 111y 9956 '1v9 --J 500 12455 145e4 2 6231 d655 557 9046 78eO O 9046 16906 4199 0 /629 Yveh 950 %O9 '14 -1250 10819 15443 1 /e44 1va96 1141 lO896 7244 -2500 13396 15e40

/o14 /e31 859 84e2 6.>83 0 84e2 !524'i PREPARED By CATE [ 8 b

. ... o 8, 9F5 v

0 1. 9/zufc P.- ~a z o

=

9 2 13

> c h

$ o =

O o e

  • Pk N
  • TABLE 3

', j3r

'- [De,5tr.OPRIMARY Co4btTto SIRESSES M IN REGION WHERE FLAWS ARE IDENTIFIED 0 a Se b

IHIN SEC110N (e) lHIN SECTION

!'3- Sg

, PRINCIPAL SIRESS()) PHINCIPAL STRESS SIRESS I N T E N S l~l Y CODE 'O El Et1EN1 UlbL P1 P2 l'3 P1 P2 P3 P1-P2 P2-P3 P3-P1 ALL OWAliLE iTi M

u==-==.=.-=-u==-=====a==...a.=.

417/ =-.=a==aa===a==========.-=======u=================uu== 5' v 9279 063/ -1250 13J10 123H9 -12b6 921 "

13639 -14b60 18700 1 8698 7242 -2500 1/897 14901 -2500 2996 2

17401 -20397 20050 10290 9602 0 21172 19/57 0 1416 19757 -21172 20050 417a O 918/ 8660 -1250 13170 12422 -1250 766 13672 -14428 18700 1 Hub 7 7906 -2500 16989 162e>7 -2500 722 2

18767 -19489 28050 1o261 9270 0 21113 19074 0 2039 19074 -21113 28050 4179 0 v31H H314 -1250 1336o 11926 -1250 1440 13176 -14616 18700 o 1 H656 7605 -2500 1/810 15648 -2500 2163 18148 -20310 2

28050 h 10076 0927 0 20732 18368 0 2364 18368 -2073' "8050 0 0 -

> > 0 2  % dim, O 94/1 7896 -1250 1358b 11325 -1250 2261 12575 -14835 18700 g g 6

1 v3Y1 7039 -2U00 19323 14483 -2500 4839 16983 -21823 28050 C N- 2 95va 8704 0 j9/49 17909 0 1839 17909 -19749 28050 M

-$' 4161 v 9490 /4vb -12bo 13613 10761 -1250 2862 12001 -14863 18700

@2 1 9955 7109 -2 BOO 20483 14627 -2500 5856 f4 m 17127 -22983 28050 3

& 9 t046 /U60 0 10613 16173 0 2440 16173 -18613 28050 g

N

)

(ai -l % I NC I Pnl . S I FiESS , AllALYZEO THICUMESS / ACTUAL THICKNESS & I

$ -f e iH S I DL o (HLHURANE HikhSS) IHE RAIIU IS 2.1 / 1.464 = q

-Ft)H a[DLL L 2 (flEMbHANE + BENDING SI'RESS) THE RATIO IS EQUAL 1.4344 %O 8 10 . . 16 . J ) / ( 1. 4c,4

  • 1. 4 64 ) = 2.0576 O >

NI N O dC O F $

($ suescs ream nat_e_ s > e

-4 2

c O 2 2  ?

V)

PDS 21035 3 9 34)

Babcock & Wilcox a MCDermott Comparty GENERAL CALCULATlONS Nuclear Power Division oc c. i.o.

32 - ///oJBog-co E MERGEMCM CGQhT(00 9R\fnPQN STRESS 55 TWE Erne RGEMCM Co ub\T(QU ST CE %E S FROM REV (7_3 ARE TAB,GLATED \M TAeLES 4 AtJb 5. TME. PRwk1 PA\_.

STRESSES OF TA6UE 4%3 AM. stJ tRE A55D PE BY Remo oF Tweed / TbvAt l%

bESCR( BED OR PA6E L.

TME R6eatE Co b E: Au.oW ASEs Fo R Gu\ ERGE 9C_.Y Coptmoos A t =_. *.

9m 6 \.26.osA = rzq40 g

?i_+9e.& t.2d.5s b = S3600 qu Sm e 0;suP m sa ssi cFe m (3d2.,e3 4-A) 1 Terc. RE.mseb f&tJctPA'._ s R E.5.- 2.s , S r .c E 6 i

\tJ TE.tJ9T \ 5 5, f .; JS <.r. E p.1 0 u) A B W ct rQESSES hs: s A B J'J.T E D \M TABLES l

PREPAREo BY - ggyg

.. m .. ..- ,955 /o/zzArc, zz.

l .... P.o, .

POS 21036 3 i9 84)

Babcock & Wilcox a McDermott company GENERAL CALCULATIONS Nuclear Power Division ooc. : o. E - Ilbib L AQb 7 TWE ResutT3 6F TA8tES (oAub 7 SAo4 9%AT TME NmhRT STRESS LAM \T5 ARE 5 AT \ S RED VJW M T@E  !

W tJK)ER SECI(00 O F T tA E 90mP cme i FOGL E.tAIERG Etuc1 C Otd b W \0 M 5 .

1 PREPARED gy -

DATE

! .. m .,0 ..

75 0.,, dztak . . , m o . 13

g =

; STRON JACKSON PUMP 81VISI0h 33X33X38 PUNP CASE STAUCTUmAL ANALYSIS ** MODEL 2 e

W eM01 4 .

n o l

3 E

COMs COND 301 2250 PSI

  • PRELD + DEAD WT + 1.00* THAM EXP (15I) * $5E SEIS ASME CO M CLASSIFICATION EMERGENCY
  • P1A1
  • f $gR SNELL ELEMENT LOCAL SYSTEM STRESSES TIELDING MAXIMUM STRESS INTENSITIES

$ g,5

@ h *'E W M T) *** COORDINATE STAE55 *** *e* PAINCIPLE STACSS e**

[N ELMT SIDE X T XT P1 P2 P3 STRE55

  • MAX PAIN h hE INTENSITT * $UMMATION g O 4174 0 8J81. 7408. 859. -1125. 6822. 8667. 9792. I 1 7981. 8371. 1214. -2250, 6946. 9406. 11656. 1436's' s l 2 8249. 6642. 518. 6490. 4401. 141r *

. 84C1. 14ef1 4175 0 7817. 4906. -1514. -1125. 6753. 9971. ~11096. I',600' 1 5977. 6095. -1269. -2250. 4766. 7306. 9556. 9821*

i 2 9675. 11875. -1743. . 8714. 12836. 1283o. 11549.

i 4176 0 8228. 8935. -1635. -1125. 6909. 10254. 11379. 16038 i 1 7463. 9537. -1812. -2250. 6413. 10587. 12837. 14750.

j 2 9061. 8602. -1391. . 7421. 10242. 10242. 17663.

1 4177 0 4191. 9053. -1534. -1125. 7029. 10215. 11340. 16119. E i 1 8279. 11122. -1899. -2250. 7329. 12073. 14323. P 17151 i

j >

o o 2 8187. 7436. -990. . 6753. 4870. 8870. 15623.  ;

! 4178 0 8165. 8303. -1243. -1125. 7201. 9767. 10892. 15843.

i 1 8713. 10251. -1517. -2250. 7781. 11183. 13433. 16714 W C)

;- 2 7225. 7333. -1290. 5988. 8571.

. 8571. 15412. N; m

m@ 4179 0 7538. 8365. -1234. -1125. 6650. 9253. 10378. 15765. 2 N

h N

1 8801.

7957.

8556. -763.

-1338.

-2250. 7906. 9452. 11702. 15108. km 2 8275. . 4769. 9463. 9463. 16849. D 23

! 4180 0 8761. 8331. -255. -1125. 8213. 8879. 10004. 15967 1 8472. 7783. 179. -2250. 7740. 8516. 10766. 14005. D F jj i~

2 8811. 8871. -1319. . 7521. 10161. 10161. 18738. Qg i8 4181 0 8904.

8278.

8167.

7393.

188. -1125. 8122. 8949. 10074. 15946. D O r

' 1 565. -2250. - 7118. 8553. 10803. 13421 2 8774. 8933. -1042. . 7809. 9898. 9898. 19353. O 4199 0 8860. 8056. 649. -1125. 7694. 9222. 10347. 15791 C ,

i 1 7832. 7559. 911. -2250. 6775. 8616. 10866. 13141 F 2 9927. 8770. 395. . 8648. 10049. 10049. 18697. > :S

-d i

{

TArete 4- g  ;

i E;. m a s s e- s c x couo rnot ) 2 -

l Puee ia\ Rc5 [Q BcHE

  • toi , h u )

1 1 .

.~

4 g

SYSON JACK 5ON PUMP DIVISION 33X33x38 PUMP CASE STRUCTURAL ANALYSIS t*!900E1.  ! n01 i

1  :

&a CoMe COND 302 2250 Ps? > PAELD + DEAD WT + 1.00*TNAn EXP (15U + SSE SEIS ASME COSE CLAS$1FICATION EMERGENCY

  • P1A2 *  % kI N

o a2F 8

c SNELL ELfMENT LOCAL SVSTEM ST8ES$ES VIELDING MAXINun ST8ES$ INTENSITIES $

' 2a

$ se 5

l

      • C00R91NATE STRESS *** *** PkINCIPLE STRESS *** STRESS
  • MAX PRIN O 4E (LMT $10E R V RV P1 P2 P3 INTENSITV
  • SUMMATION

[5 0

' 4174 0 8177. 6685. 1 71. -1125. 6466. 8197. 9322. 13737. F 1 7472. 6506. 283. -2250. 6429. 7548. 9798. "

4936. 4979. 138. 11725.

2 . 4970. 4946. 8946. 15915.

l A175 0 6510. 8460. -2630. -1125. 4681. 10290. 11415. 15273.

i 1 4422. 5587. -2438. -2250. 2497. 7511. 9761. 9801 2 8568. 11209. -2825. . 6770. 13006. 13006. 20900.

4176 0 6996. 8599. -2647. -1125. 5032. 10563. 11688. 15742.

1 7121. 10446. -1657. -2250. 6437. 11131. 13381. 15317.

l 2 8985. 8767. -1122. . 7748. 10003. 10003. 17751. ,

4177 0 7025. 8790. -2496. -1125. 5260. 10555. 11680. 15929. 8 1 7955. 12020.- -1804. -2250. 7270. 12705. 14955, 17725. -

?  ? 2 8306. 7474. -839. . 6953. 8827. 4827. 15780. o 4178 0 7196. 8656. -2239. -1125. 55/1. 10281. 11406. 15724.

s sN 1 7092. 9799. -2633. -2250. 5485. 11407. 13657. 16789. w O o -

2 6917. 7029. -1850. . 5123. 8824. 8824. 15526. N fil N

N 4179 0 7724. 8358. -1899. -1125. 6115. 9966. 11091. 15703. s i

2 l FT1 1 7097. 8208. -1946. -2250. 5629. 9676. 11926. 14697.

D P

2 8206. 8214. -1855. . 6356. 10065. 10065. 17146.

l 4180 0 7985. 8112. -1429. -1125. 9479. 10A4.

% >2 6618. 15928. Ot r

= 1 7926. 7428. -186. -2250. - 7372. 8042. 10292. 13164. D a 2 9203. 9038. -1777. . 7342. 10899. 108?9. 19604. N O 4181 0 7895. 7.53. -1083. -1125. 6806. 8972. 10097. 15787. b l 1 7721. 6657. 33. -2250. 6666. 7722. 9972. 12139. 6 F n 1 9340. 9355. -1386. . 7961. 10734. 10734. 20319. O 3 4199 0 8704. 36. -1125. 9831, 15402.

c l 7822. 7821. 8706. r a l 1 7395.

  • 0027.

6685. 198. -2250. 6634. 7446. 9696. 11830.

19197.

p :

l 2 9170. -107. . 9157. 10040. 10040. q g

~

l TA6LE 5 o $

eu m e m u m coob m OU Z  ?

PUM p t A ?_ REF M , M E

  • Mi b M M

8WNP.20667 (6-84) i Babcock & Wilcox:  :

u- em um 3Z- 11(,f 807. -00 u WP&k l TABLE (,

EMERSENCY CONDIT0N PRIMARY STRESSES IN REGION WITH FLAWS (PUMP 1A1)

THIN SECTION (b) THIN SECTION PRINCIPAL STRESS (a) PRINCIPAL STRESS STRESS INfENSITY CODE ELEMENTSIDE P1 P2 P3 P1 P2 P3 PI-P2 P2-P3 P3-P! ALLOWAGLE E33333333333333333333333333333333333333333333333333333333333et30033333333333333333333 8

4177 0 -!!25 7029 10215 -1614 10083 14653 -11696 -4570 16266 22440 1

-2250 7329 12073 -4630 15080 24841 -19710 -9761 29471 33660 2 0 6753 8870 0 13895 19251 -13895 -4356 18251 33660 4178 0 -1125 7201 9767 -1614 10329 14010 -11943 -3681 15624 22440 1

-2250 7781 11183 -4630 16010 23010 -20640 -7000 27639 33660 2 0 5988 8571 0 ,12321 17636 -12321 -5315 17636 33660 4179 0 -!!25 6650 9253 -1614 9539 13273 -11153 -3734 14886 22440 1

-2250 7906 9452 -4630 16267 19448 -20897 -3181 24078 33660 2 0 6769 9463 0 13928 19471 -13928 -5543 19471 33660 4180 0

-!!25 8213 8879 -1614 11781 12736 -13395 -955 14350 22440 1

-2250 7740 8516 -4630 15926 17522 -20555 -1597 22152 33660 2 0 7521 10161 0 15475 20907 -15475 -5432 20907 33660 (181 0

-!!25 8122 8949 -1614 !!a50 12837 -13264 -1186 14450 22440 1

-2250 7118 8553 -4630 14646 17598 -19275 -2953 22228 33660 2 0 7809 9898 0 16068 20366 -16068 -4298 20366 33660 (a) -STRESSES FROM TABLE 4 (b) -PRINCIPAL STRESS

  • ANALYZED THICKNESS / ACTUAL THICKNESS

-FOR SIDE 0 (MEMBRANE STRESS) THE RATIO IS 2.1 / 1.464 = 1.4344

-FOR SIDES 1 & 2 (MEM8RANE + GENDING STRESS) THE RAi!D IS EGUAL T0 (2.162.11/(1.464st.464) = 2.0576

! PREPAAE0 By fC OM /O [/hb

$D .

, Midec a, - n

8WNP-20367 '6-84)

S Babcock ~~r

,g .

,p: .+ & Wilcox m o. Sz - //6f803--oo TABLE 7 EMERSENCY CONDITION PRIMARY STRESSES IN RESIGN WITH FLAWS (PUMP 1A2)

THIN SECTION (b) THIN SECTION PRINCIPAL STRESS (a) PRINCIPAL STRESS STRESS INTENSITY C00E ELEMENTSIDE P1 P2 P3 P1 P2 P3 P!-P2 P2-P3 P3-P1 ALLOWABLE 4177 0

-!!25 5260 10555 -1614 7545 15140 -9159 -7595 16754 22440 1

-2250 7270 12705 -4630 14959 26142 -19588 -11183 30771 33660 2 0 6953 8827 0 14306 18162 -14306 -3956 18162 33660 4178 0

-1125 5571 10281 -1614 7991 14747 -9605 -6756 16361 22440 1

-2250 5485 11407 -4630 11286 23471 -15915 -12185 28100 33660 2 0 5123 8824 0 10541 18156 -10541 -7615 18156 33660 4179 0

-1125 6115 9966 -1614 8772 14295 -10385 -5524 15909 22440 1

-2250 5629 9676 -4630 !!582 19909 -16212 -8327 24539 33660 2 0 6356 10065 0 13078 20710 -13078 -7632 20710 33660 4180 0

-1125 6618 9479 -1614 9493 13597 -11107 -4104 15211 22440 1

-2250 7372 8042 -4630 15168 16547 -19798 -1379 21177 33660 2 0 7342 10899 0 15107 22426 -15107 -7319 22426 33660 4181 0

-!!25 6806 8972 -1614 9763 12870 -11376 -3107 14483 22440 1

-2250 6666 7722 -4630 13716 15889 -18345 -2173 20518 33660 2 0 7961 10734 0 16380 22006 -16380 -5706 22006 33660 la) - STRESSES FROM TABLE 5 1

(b) -PRINCIPAL STRESS e ANALYZED THICKNESS / ACTUAL THICKNESS

-FOR SIDE 0 (MEMBRANE STRESS) THE RATIO IS 2.1 / 1.464 = 1.4344

-FOR SIDES I & 2 (MEMBRANE + BENDING STRESS) THE RATIO IS EQUAL T0 (2.le2.1)/II.464st.464) = 2.0576

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Babcock & WIIcox 4 MCDermott company GENERAL CALCULATIONS Nuclear Power Division ooc. i o. SE- IIe r80Z-00 FAOLTED co potTtou PQ.im ARN STeesses YRE FRULTED COGD\.Tio O STRE65 d=5 R.0(v\

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% f= ZA % ac .7 su (unct+ evec.tstesh Pt+ P<5 6 ).5(PmAu_owaste) 2.4 5 e = 2.4 O BND =- 4+,680 952

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staun Jatnava ruar savanaun .saassass PUMP CASE STAUCTURAL ANALYSI5 ** MODELgMel g o

3 5 COMS COND 451 0 PSI + PRELD + DEAD WT + SSE SE15 + AFFECTED LOCA e pjgj . F 5g

-

  • A$ME CODE CLA$$1FICATION FAULTED !l m 3W

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<@ b SNELL ELEMENT LOCAL ST3 TEM STRESSES VIELSING MAXIMUM STRESS INTENSITIES

      • Cc0ADINATE STRES$ *** *** PRINC'PLE $7af$$ ***

STAE55

  • MAX PDIN

\

ELMT SIDE X V XV P1 P2 P3

~ INTF131TV

  • SUMMATION '

6174 0 6908. 6347 7152. -330. . 13786. 14316. 2- '

1 7044. 17468. 7475. 3144. 21368. 13255*

2 13065. 5756. 6843.

. 21368. 24513' E

. 1653. 17169. 17169. 18821 4175 0 -3716. -3103. -857'l. -12087 . 5269. 17356.

1 -7020. -7933. -7850. -155 6. ')84 7208.

. 15727. 8448.

l 2 3055. 5269. 9639. -5540. . 13a64. 19404. 8324.

4176 0 -3095. -2472. -8536. -11328 . 5758. 1708 %

i 1 -6918. -15717. -8814. -21168. -1466. 6250.

i . 21168. 21281.

2 7494. 10783. 8498. . 483. 17795. 17795. 18278.

! 4177 0 -3966. -2300. -8404. -11578. 5312.

. 16890. 6807 o i 1 6452. 16661. 8638. 1523. 21590. 71590. P i

2 -8963. -10801. -7995.

23113.

' O O -17929. -1835. . 17929. 19148. r O

?  ? 4178 0 2587.

~ ~ 1885. 8592. -6363. . 10835. 17198. 4472.

1 6795. 9669. 9195. -1075. 17539. 12613.

y 'g 2 5220. 4526. 8108. -3242.

12988. 16230.

16464. g)

. 9746' T N' 4179 0 3209.

m i D 1 -6965.

596.

-1307.

8662.

-9064

-6857

-13632.

10663.

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17319.

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3806.

11478.

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0 2809. 1238. 8129. -6143. . 10190. 16333. 4047. [ rig;g 4263. 1557. 8269. -5470.

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1 7731. 12336. 8518. .

1210.

11289.

18857.

16759.

18857.

5820.

20067 ol >-

vi F 2 5265. 7622. 8041. -1684. 14571. 16255. 12887.

co

!l 2 4181 0 5559. 1807. 8001. -4535. 11901 16437 7366.

oO z 1 8102. 14534 8037 .

2661. 19975. 19975. 22636.

N D i o 2 -6986. -10927. -7589. -16798. -1116. 16798. 16615. [ r-W g

4199 0 6916. 2623. 7898. -3415. 12755. 16369. 9540. C i O .

1 6676. 9783. 7037. . 1023. 15436. 15436. 16459. F g j 7195. 5596.

2 8766. -2407. . 15198. 17605. 12791. > e I H 3 TA6tE 6 j FAutt e t> cam m 'J'J 5 $

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GTA0N JACKSON PUNP DIVISION 33X33X38 PUNP CASE STRUCTURAL ANALYSIS 2 **g N00EL R3 CONa COND 452 0 PSI + PRELD + DEAD WT + SSE SEIS + AFFECTED LOCA i

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' h SNCLL ELEMENT LOCAL SYSTEM STRESSES . YIELDING MAXINUM STRESS INTEN5171ES $g 3

N *** COORDINATE STRESS *** *** PRINCIPLE $7RESS *** STRESS 3E f\

ELNT 510E X Y XT P1 P2

  • NAX PAIN -

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  • SUMMATION ,

! 4174 0 9947. 6334. 6872. . 1035. 15245. 15245.

1 9260. 15475. 7181. 4543. 16280. E-

. 20193. 20193. - 24736. m 2 10686. 4680. 4642. . 394. 14972. 14972. 15366.

4175 0 -5795. -3134. -8343. -12932. . 4003. 16936. 9257 1 7408. 2858. 8708. -3867. . 14133. 18000.

2 4073. 5796. 9301. -4407. 10266.

. 14275. 18682. 9869.

4176 0 -4712. -2436. -7852. -11509. . 4360. 15869. 7759.

1 -10367. -14627. -8178. -20948. -4046. . 20948. 23538.

2 6213. 9768. 8188. -388. . 16370. 16758. 15982.

4177 0 -3973. -2185. -7655. -10736. . 4628. 15414. 6617 8 1

1 9646. 15526. 7283. . 4732. 20440. 20440. 25172.

l 2 -7956. -9857. -7710. -16675. -1138. . 16675. 17115. g i  : 4178 0 -4201. -1175. -7685. -10521. 5145.

. 15666. 5372.

(

I x 1 9796. 8892. 7779. . 1551. 17137 17137. 18688. g)

) s 2 4701. 3943. 7725. -3412. 12056. 1!468. 8644.

Wm i N '

4179 0 -5537. -105. -7613. -10903. . 5261 16165. 5425. N 2

N 1 -10020. -1259. -7715. -14511. 3232. 17744. 14255. m 4; k 2 3335. 1087. 7688. -5559.

. 9981. 15540. 4422. qm I

4180 0 6308. 1597. 7394. -3807. . 11712. 15 20. 7905. @D 1 10347. 11528. 7270. . 3643. 18232. 18232. 21875. "i F

,g 2 -7280. -8361. -7317. -15157. -483. . 15157. 12738.  %

4181 0 7803. 1883. 7211. -2952. 15590.

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4815.

12638.

19)48. 19048.

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I r-2 -15971. -1569. . 15971. 16304.

oO c) 4199 0 9311. 2657. 7297. -2035. . 14004. 16039. 11968. C a 1 8841. 8008. 6326. . 2085. 14764. 14764. 16849. r- g,

~ 2 9794. 4678. 8287. -1436. . 15909, 17345. 14473. > ~

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TABLE \0 FAULTED CONDITION PRIMARY STRESSES FOR REGION WITH FLAW (PUMP 1All COMB 100 (4 COMB 451 % FLAW AREA TOTAL THIN SECTION PRINCIPAL STRESS PRINCIPAL STRESS PRINCIPAL STRESS (c) STRESS INTENSITY CODE ELEMENT SIDE P1 P2 P3 P1 P2 P3 P1 P2 P3 P!-P2 P2-P3 P3-P1 ALLOWABLE 33333333333333333333358333333333333333333333333333333333333333333333333333333333333333333333333333333333 4177 0 9279 8637 -1250 -!!578 0 5312 -3298 12389 5827 -15687 6562 9124 44880 j 1 8698 7242 -2500 0 1523 21590 17897 18035 39280 -138 -21245 21383 '

67320 2 10290 9602 0 -17929 -1835 0 -15718 15991 0 -31699 15981 15718 67320 4178 0 9187 8660 -1250 -6363 0 10835 4051 12422 13749 -8371 -1327 9698 44880 1 8257 7906 -2500 -1075 0 17539 14778 16267 30944 -1490 -14677 16167 67320 2 10261 9270 0 -3242 0 12988 14442 19074 26724 -4632 -7650 12282 67320 4179 0 9318 8314 -1250 -6857 0 10663 3530 11926 13502 -8396 -1576 9972 44800 1 6656 7605 -2500 -13632 0 5359 -10239 15648 5883 -25887 9765 16121 67320 2 10076 8927 0 -6143 0 10190 8093 18368 20967 -10276 -2599 12874 67320 4180 0 9471 7895 -1250 -5470 0 11289 5739 !!325 14400 -5586 -3075 8661 44880 1 9391 7039 -2500 0 1210 18857 19323 16973 33656 2350 -16683 14333 67320 2 9598 8704 0 -1684 0 14571 16284 17909 29981 -1626 -12072 13697 67320 4181 0 9490 7495 -1250 -4535 0 11901 7107 10751 15278 -3643 -4527 8170 44880 1 9955 7109 -2500 0 2661 19975 20403 20103 35957 381 -!!854 15473 67320 2 9046 7860 0 -16789 -!!!6 0 -15932 13876 0 -29808 13876 15932 67320 (a) - STRESSES FROM TABLE 2.

(b) - STRESSES FROM TABLE B (c) -(COM8 100 + COM8 451) e ANALYZED THICKNESS / ACTUAL THICKNESS

-FOR SIDE 0 (MEMBRANE STRESS) THE RATIO IS 2.1 / 1.464 =1.4344

-FOR SIDES 1 & 2 (MEMBRANE + BENDING STRESS) THE RATIO IS EQUAL T0 (2.152.1)/(1.46461.464) 2.0576 _

PMPARED By CATE !d 86 REVIEWED By CATE / 2. b PAGE NO.

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@ . gg Babcock g y & Wilcox o oc i.o. 37- //GrBoz-ce TABLE !!

FAULTED CONDITION PRIMARY STRESSES FOR REGION WITH FLAW (PUMP 1A2)

COMB 100 (a) COMB 452 (b) FLAW AREA TOTAL THIN SECTION PRINCIPAL STRESS PRINCIPAL STRESS PRINCIPAL STRESS (c) STRESS INTENSITY CODE ELEMENT SIDE Pi P2 P3 P1 P2 P3 P1 P2 P3 P1-P2 P2-P3 P3-P1 ALLOWABLE 4177 0 ?279 8637 -1250 -10736 0 4628 -2090 12389 4845 -14479 7544 6935 44880 1 8698 7242 -2500 0 4732 20440 17897 24637 36913 -6741 -12276 19016 67320 2 10290 9602 0 -16675 -1138 0 -13138 17415 0 -30553 17415 13138 67320 4178 0 9187 8660 -1250 -10521 0 5145 -1914 12422 5587 -14336 6835 7501 44880 1 8257 7906 -2500 0 1551 17137 16989 1945, 30117 -2469 -10438 13127 67320 2 10261 9270 0 -3412 0 12056 14092 19074 24806 -4981 -5732 10714 67320 4179 0 9318 8314 -1250 -10903 0 5261 -2274 11926 5753 -14199 6172 8027 44880 1 8656 7605 -2500 -14511 0 3232 -12047 15648 1506 -27695 14142 13553 67320 2 10076 8927 ,0 -5559 0 9981 9294 18368 20537 -9074 -2169 !!243 67320 4180 0 9471 7895 -1250 -3807 0 11712 8125 11325 15007 -3200 -3682 6802 44880 1 9391 7039 -2500 0 3643 18232 19323 21979 32370 -2656 -10391 13047 67320 2 9598 8704 0 -15157 -403 0 -11438 16915 0 -28353 16915 11438 67320 4181 0 9490 7495 -1250 -2952 0 12638 9378 10751 16335 -1373 -5584 6957 44800 1 9955 7109 -2500 0 4815 19048 20483 24535 34049 -4051 -9514 13566 67320 2 9046 7840 0 -15971 -1569 0 -14249 12944 0 -27193 12944 14249 67320 (a) - STRESSES FROM TABLE 2 (b) - STRESSES FROM TABLE 9 (c) -(COM8 100 + COMB 452) e ANALYZED THICKNESS / ACTUAL THICKNESS

-FOR SIDE 0 (MEMBRANE STRESS) THE RATIO IS 2.1 / 1.464 l.4344

-FOR SIDES 1 6 2 (MEMBRANE + BENDING STRESS) THE RATIO IS EEUAL TD (2.162.11/(1.464st.464) 2.0576 REVIEWED BY Il DATE [0!2[ b PAGE NO.

.. , .)

PD$ 21036.) (9 34)

Babcock & Wilcox

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1

AAKANSAS POWER & UCBMT COMPANY Arkansas Nuclear one P. O. Box 608 Russellville, Arkansas 72801 October 20, 1986

"~'!"'" NOT PERTINENT Mr. Bill Jones Babcock & Wilcox Co.

gggg Nuclear Power Division 9.T' 3315 Old Forest Rd.

P. O. Box 10935 No m Be_ R. 38 - io t 3481 -00 1110 odd Tellows Road Lynchburg, Virginia 24506-0935 Deer Mr. Jones This letter transmits to you the detailed location and size of a radiographic indication in the ANO-1 "A" reactor coolant pump casing. This indication has been the subject of numerous telephone conversations between us this weekend.

The indication is described as a series of ' slag inclusions having an effective

. length per ASME Section XI criteria of 5.56 inches. The indication is located in the vertical weld which ties together the two scroll welds of the pump casing, and begins at the intersection of the upper scroll and vertical welds. A sketch of the radiographic indications is attached for your use.

Radiographic parallax techniques indicate that the top of the indication is at least 1.5 inches below the outside surface of the weld. Ultrasonic measurement indicates a wall thickness of approximately 2.2 inches in this area. No i measurement of throughwall extent of the indication has been made.

We request that an analysis be performed per A5ME Section XI to determine the acceptability of operation with this defect present for the balance of plant life. If you have any questions about this request or about the data contained herein, please do not hesitate to call me at (501) 964-3118.

Sincerely 0/

s Alexander B. McGregor Attachment . 3 2 - t/0Ssoz.-ce

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R. D. Lane D. R. Payne Tom Scott (S&W Site Representative) -

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Attention. Bill Jones Babcock & Wilcox (804) 385-3339 The pump size and type for Arkansas and Midland RCP's are as follows:

Arkansas Power & 1.ight Unit 1 Midland No. 1&2 33x33x38 DPSS 681-N-0330 33x33x38 DPSS Q - 88.000 s'pm 691-N-0041/0045 H - 362 ft. Q - 88.000 spa HP - 9250 H - 362 ft.

RPM - 1200 HP - 9250 RPM -1200

Suction Pressure 2050 Temp. 'P - 580 Suction Pressure 2050 Temp. 'P - 580 Design Pressure - 2500 pai Design Temp. 'P - 650 Design Pressure - 2500 psi Design Tamp. 'P - 650 The diffuser hydraulic sections 1 through 8 of both pump cases are identical. The original inclusion and present indication is located at hydraulic Section 1. Figure 7-1 " PUMP CASE MODEL - TOP VIEW".

Report No. TCP-1023-8TR Rev. C.

Therefore. the stresses from the Midland Pump Case Stress Report TCF-1023-8!1

the ANO Unit 1 pump case, Rev. C are applicable to s

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207 T r. = + 9 90I  % : + Io 6 5 8 dog Tx - + 92 c' 6 0; e + tI 4-/ 6 209  % =FlZ608 Tx = +i5 5'6 7 Elo Gic = + 889 8 0% = + 10 ( 28 Z +/ 0 y = + /o s5 + ry = + /2 55 7

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_ TABLE l-hREF 32-1165902-00, TABLES 2, B & 9) coh*f.

PUM9A2 SHELL ELEMENT LOCAL SilfEM STRESSES COND 2250 PSI = OPERAllN6 FRESSURE PRESSURESTRE99 FA'JLTED LC40 STRESS COM3!nED F&JLfE0 STFEiS ELEMENTSIDE I Y IV I Y 11 1 Y XY 4176 0 7599 8230 -288 -4712 -2436 -7852 2837 5794 -8140 1 6517 7276 -547 -10367-14627 -6173 -3550 -7351 8725 2 6681 9185 -30 6213 1763 818a 14994 18953 0158

- 4177 0 7820 8304 -153 -3973 -2165 -7655 3347 6119 -7913 1 6859 7497 -574 9646 15526 1293 16504 23013 6709 2 8782 912! 259 -7956 -7357 -7710 826 -736 -7451 4178 0 7808 8255 79 -4701 -1175 -7655 3607 7080 7606 1 7173 7374 -122 9796 E3i2 7779 16969 16266 7657 2 8443 9136 281 4701 3943 7725 13144 13079 9006 4179 0 7817 8232 340 -5537 -105 -7613 2280 8127 -7273 1 7189 7448 455 -10020 -1259 -7715 -2832 6189 -7261 2 B037 9017 226 3335 1057 7683 11422 10104 7914 4180 0 7413 8215 595 6303 1597 7394 13721 9812 7979 1 6930 7850 951 10347 11528 7270 17277 19386 6221 2 7898 8573 219 -7280 -3!61 -7317 618 212 -7098 4181 0 7157 8130 754 7803 1E83 7211 14960 10013 7965 1 6557 8471 1007 10620 13243 6994 17507 21714 8001 2 7426 7790 501 -8015 -9525 -7161 -599 1736 6660 MAI.COMPONENTSTRESS: 17507 23013 8221 PREPARED BY N DATE //~0 *M neviewso sY DATE M *b ~ b PAGE NO

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TABLE /HREF 32-1165202-00, iA9LES 2, 9 & 91 PUMP Al SHElt. ELEnENT LCCAL SYSTEM STRESSES CCND 2250 P31 = OPERAi!N3 PRESSURE PRESSURE STRESS FAtLTED LCAS STFEli CCMB1>!0 FA7. FED STRES3 ELEMENT SIDE I Y XY I Y 11 1 '

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IT l 40 10'.M OC-00 o2 - l b 5~8o7- o 1 ARKANSAS POWER & LIGHT COMPANY Arkansas Nuclear One P. O. Box 608 Russellville, Arkansas 72301 November 5, 1986 AN0 86-14311 Mr. Bill Jones //0vo 01986 Babcock & Wilcox Co. w, E Jc.,,p' Nuclear Power Division, 3315 Old Forest Rd.

P.O. Box 10935 lynchburg, Virginia 24506-0935 5U5 JECT: Arkansas Nuclear One - Unit One Ravised_ Request For RCp Flaw Analysis

REFERENCE:

ANO-86-13461 0ated October 20, 1985

Dear Mr. Jones:

The purpose of this letter is to revise data transmitted to you by the referenced letter and to request additions) analyses of both the ANO-1 "A" and "B" reactor coolant pump casings.

In the "A" pump refined measurements now indicate that the wall thick-ness in the area of interest is approximately 2.6 inches. Other dimensions are unchanged.

In the "B" pump a radiographic indication which may be slag or incomplete

' fusion exists in the same vertical veld as in "A". Tha indication is approximately 1.5 inches in length and begins approximately 1.5 inches below the pump horizontal centerline and continuas downward. No infor-nation is available regarding depth or throughwall extent for the indication. The pump casing is approximately 3.1 inches thick in this area by UT measurement.

We request that the "A" analysis be repeated us og the above revised data. For the "8" RCP we request that an anal)"is be performed assuming -

that the' indication extends from 00 to ID and P.ich would show accept-ability for one cycle of operation.

As before, please contact me if you have any questions about this request.

M9Etsh\Y A D

l5'[k A x4Ider8.McGregor,,.

\.

ABM/jao # '"\

cc: E. C. Ewing A. D. l.ane bC c // ( (g'

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