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Significant Const Deficiency 88 Rept Re Refueling Water Storage Pool Nozzle/Liner Overstressed Condition.Related Info,Per IE Insp Rept 84-29,encl
	ML20093A495
Person / Time
Site:	Waterford
Issue date:	06/29/1984
From:	Gerretts T; LOUISIANA POWER & LIGHT CO.
To:	Jay Collins; NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
References
	88, W3K84-1506, NUDOCS 8407100569
	Download: ML20093A495 (135)
	v • d • e

{{#Wiki_filter:. .9 e 142 DELAAONDE STREET POWER & LIGHT P O BOX 6008 + NEW ORLEANS. LOUISIANA 70174. (504) 366 P%d UTIUTIES SYSTEM June 29, 1984 W3K84-1506 Q-3-A35.07.88 r -- - ,)) r q! t i ' l JUL - 51984 T l Mr. John T. Collins Regional Administrator, Region IV I p' U.S. Nuclear Regulatory Commission 611 Ryan Plaza Drive Suite 1000 Arlington, Texas 76012

Dear Mr. Collins:

SUBJECT:

Waterford SES Unit No. 3 Docket No. 50-382 Significant Construction Deficiency No. 88 " Refueling Water Storage Pool Nozzle / Liner Overstressed Condition" The attached information is provided as requested by Mr. R. Hall at the USNRC Exit for Inspection 84-29. Very truly yours, M T. F. Gerrets Corporate Quality Assurance Manager TFG:CNH:VBR Attachment cc: Director Office of Inspection & Enforcement U. S. Nuclear Regulatory Commission Pashington, D.C. 20555 Director Office of Management Information and Program Control U. S. Nuclear Regulatory Commission Washington, D.C. 20555 [hhh9 9406;?9 050003Sl2 S PDR [7 I(

r, i }.'. < - Mr. John T. Collins June 29, 1984 W3K84-1506 Page 2, cc:.Mr. E..L. Blake Shaw, Pittman, Potts & Trowbridge + 1800 M Street, N.W. Washington, D.C. 20036 Mr. W. M. Stevenson Monroe & Lemann 1424 Whitney Building New Orleans, Louisiana 70130 i Records Center I Institute of Nuclear Power Operations 1100 circle 75 Parkway, Suite 1500 Atlanta, Georgia 30339 l Mr. W. A. Cross i l 7910 Woodmont Avenue Suite 1200 Bethesda, Maryland 20814 t i i I I I 1 h r-I- I 1 l [ b

. y( MEMORANDUM June 21, 1984 ES-9417-84 TO: J. Pertuit/S. ortOn 1f FROM: B. Grant

SUBJECT:

LOUISIANA PCWER & LIGHT CCMPANY WATEPEORD SES - UNIT NO. 3 SCD - 88 In response to the specific questions raised by the NRC inspector during the review of SCD-99, a recalcalation was performed using the resultant of the two bending mcments as the maximum bending mcment. OfM +M 1 The reanalysis results indicate that the actual stresses are still within allowable stress lLnit. The analysis and the results are attached as $ack up data. BG/tw cca J. Houghtaling A. Bishara B. Esnes L. Biller i, J. DeBruin E. Kowaleki B. Milde w/att R. McCann w/att ESSE File P. 93 ATTACllMENT

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3 et y y y gg w y y y y w y gpg a pg me me es og eg es gg se se p we f g as se se 6e e, D e Pe se 2 tan ed.4 ed J.d e A W Le to W W W P= Po Po Po P* tot d +ep nd d Po Pe Pe "ll o e me gu# se se me es et se ee e ** re ei es me se e 49 en us e 8e 8e f M 41 el ele se se es e8 se e9 ee e ao 4 e. et se se se M e8 se d 7 e to O se se se se se es et et ei me te es en 3 e Po et se me se se *e pe se se Me -d e ei es l d we e di et 'e e W %el i W f f O O W O $ W W $ @ f f f f 9 f 9 5 @ O $ f O 60 e* O $ $ nf 5 9 O $ $ O $ f f $ f d' f f if O 9 le e d#d4d d es 4 4 4 ed dd ds d ad -d 4 4 d4444 4 d * '1 ea d 4 -e d 4 d d e d me d dd d 4 d d d el et me e es a se ea a es e en a e et ee em en M a es 4 ne se e as e as es e el el # e4 es e et e e as 91 4 e' s sa e as t c e e, 4, or es e, e me e, g, eg eg eg es pg e, ce re eg re e a (g *e tag rg g g te e, te eg mig eg (g f, re fg g g to ee ee <e, e o g te eg *, ed eg te fe #4 fe (4 'e #4 # e le t e se r e e e e e e e e I e 1 l e h4 D u- .l. e.. ~- s A

(. k ..'f f-A!( 0.* f R V I CE S. 17.0, .C0Q1 ' 5 L C l ltik Ill CLATS 2 1971,1 NC L ' E 73 R A A V F t. I I L 11Fi: a:34 Ph.

,a, /11/ e 4 g

g r PIPih6 1Thist ANALV511-l'IFi t lh E L*,? U h/l l L.3.lb. I ( A t t ' le0. _ '7 4 C AL(UL ATIOls f.UNiil H 2F69 . ns A l t k F L Pi> L t. I T DS hlACICE AL (tLTG CO' Pl f' h C Iff CD-l%4-34 3bs3s,,3fe3he19,77 i A F T-l. IIV.! ' 4 14 A L ' A. tOILI-I' g . L O A L I N G C A tl. 74 0.

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DuT Pt T : 14.f f P AL L D P AP.:Il 6f. (e p t-i.0110 N Cf AN 910R S,5 Uf'P C R I S A P. 0 kl516AINI$ Uk PIFING I hl 51. - d I N T - FORCI5-IN P6Uhl)$

~huhti.is IN F001 10llNI,S ------

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0[

48. -127 32. . RLSikAINT 19.1 ' O. M. b. ~~~- 2 2 4.. -9. 183. ~~~ ~ ~' 14 as. ~ ~ "291.' 13-18 'i ( ~ ~ ~ ~ ~ ~ ~ l *s ] 47. Rf5TRAlt.1 11 0. -110. 0.- 110. 20 4,0. j RES T R A llei 11 0. 0.. 9 9C. 21 ,1 g R t S T H A It.T 16 85. O. n.. et S. 22 HESTRAlbi 16 0. O. 29.. 29 23 ) Ht'51HAihi f 19 -35. O. G. 35. 24 "]1 g ht i iH A li.1 19 0. -20. O. 2s.. -25 RE51RA141 19 0. D. -1. 1. 26 )' NfSIHAlbi 22 108. G. O. IDH. 27 g n HLSTHAIAT 23 0. O. -3L. 35. 2 ti RESTMAINT 30 0. 135. O. 135. ~ 29 .) H L Si h A lfei 30 0. 0 41. 41. 30 9( H t 11 h A lt. i 33 D. -pl. O. bl.. 31 HESTRAINI 33 6. 10. 2. 2 32 Ht'STHAlki 37 176. Q. D. 17H. 33 9( 3 H ES T R A lfvi 37 0. S. C. 15. 34 .} -49. 4 'I. ~ '- ~~ 35 RLSTRAINT 37 0. 0 HtSikAlhi .41 0. -18. D. lH. 36 ( N t: 51 h A 3 8. T 41 0. O. 132. 14. 17 R Lhi h A ltsi 4201 0. -73. D. 73. 38 HLLINAINT 47ut D.- $4. O. b4. 39 ,', ( HLSINAINT 5101 3272. D. D. n[ SI N A lt.T L3 10. 0..

0.

~ 272. 46 10. ~ ~ ~ ~ ~ ~ 41' HISlHAINI b3 C. 50. C. 50. 42

1 (

i k t 1 T H A II. i t.1 37. 0 D. 37. 43 )d R t. S T H A I N T 61 0. -22. O. 22. 44 R C S T H A I A. I 61 G. O. -7C. 70. 4b j ( HELINAIN1 6201 S. -6. G. HESTRAlbT 66 0. .-l. 0. ^ ~~ 6. 46 1. ~ ~"47 ~ . ). H L S I d A It. i

f. 6 0.

d. 33. 33. 4 t1 !4 ( P f t il. A l t$ 1 93 2 f tt. O. O. 26i6 49 (f RESTRAINT 93 C. 391'. D. 391. 50 H f S T H a l t.1 93 0. ut. 26. 29. $1 ( I RL S1H Alhi 137 -34. L. D. 54. b2 3 RESTRAINT 13e D. 60. O. 60. ~ ~ ~~~~ ' 5 3 ' Of. H E S I N A l t= 1 144 60. L. j( 60. $4 Nt'S T H A lhi 144 0. D -6 e.. Sb ,g H E S T H A !r. T 1491 0. -75h G. 75 56 H e'ST R A ltai 160 0. g( }}0 b. 19 57 ] h t' S T H A l h T 160 6. 36. 36 t it -10.7 D. RLST6AINT 162 0. 13. 59 '~ HES! halt.T 164 L,. O! -13. 13. 60 ( i b, I k

F" .j f IJ* OPA!CC S t k i,1 C E t, ' I t#. l-lFIA6 f ihF SS A F, A L Y S l h P il' Lill t :22 016t h t L. '. l S. I I A b e: Ab.

(.

i-' CALCOL/.flok AUHt[H ?h69 C 0 t* f 5f Cilbla Ill'CLAb5 2 1973 I tJ CL S f *, R I. A nr s A T i t ' I l t'! : a : 3 4 Ph. Ib/II/e4 e W A l t h f l PlJ LNIT s '., ~ It'I A f IfC C l - l '* 4 '. 6, i t, 3 a., a ?..S P,19. 7 7 FAhi-1 FlV'l lINAL At F t'l L [ , ( s l-L O A 0t hG C A St' 20./ 41 Ofl H All AG ' VL I Cl4T GuiPUT* SULTAlhfl. LLAL 4 .ACTIOk Cf ANCHORS,SOPFCH T S A hls H[hiFAth1S Olv P l F i tJ G .P O UN L:S . ----- tDMTAIS 17: f(CT Ibut.fS.----- kLSUL1ANI. > [ L L't T A N T hl S T. FCINI . FhhCf S lid (' i-h0. Fx FY F2 Mx My N/ F0bCE HCH r tJ T h0. ,, 4 i.- N0llLE 1 -1. 106 1. -45. -4. 71. 106. 64. 1-6 ,,e AACHCP 122 -9 80. 3. 2a. IP. -130. 61. 134. 7-12 u ANCH0H _p rnD 1. 22n. -1. 3. ?. 2 2 2 0., _ 4 13-Ih ( H[SIHAINT NLILl/ 0. 92. L. ap. 39 NESTRAINT 11 O.- 98 ,0.- 96. 20 NESikAINT 11 C. 0.- -0. G. 21 ", ( HLk1%Alk1 '16 Q. 0.' O. D. RESTRAINT-16 0. O. -2.~ ~ ^ 2. ~ ~~ ~ - " ~~~22 23 H E S I R A lld i 19 2. D. L. 2. 29 ( HES ik A lf;I 19 0. 501. O. 50.1. 25 RC SIR AlfJ T 19 0. C. 4. 4. '( NESINAINI 22 -1. G. O. 1. 27 A]( RLSIRAINT 23 0. O. 4. 4, 28 RESik Alt 1T 30 0. 116. c. ^ ~ 1 1 (.. -~ ~ ~ 29~' d RESTRAINT 30 C. O. -12. 12. 30 ']( P L S T H A l t. T 33 0. 109. C. 109 31 R L S T R A ltJ T 33 0. O. 7. 7. 32 RESTRAINI 37 -1. O. D. I. 33 [ q HESTI,Alki 37 C. 126. O. REST R A ltJ T 37 0. O. -2. -~ ~ 126. 34 ?. ~~ ' ~~ ~ 3 5 alsIRAINT 41 n. 104. c. 1e4. 36 ,- (. klSTHAINI 41 (s. G. b. u. 37 RESTRAIAT 4201 0. 69 O. 69. 38 RESINAINT 4701 0. 92. D. 92. 39 ,'4 ( -. RLtIEA]NT 5101 e 2. O. O. Rf STR AINT 'S3 -2. 3. G. ~~' ~ ~~ 2. 4e 2. ~~~ ~ ~ ~~ ~-~ 4 1 RESIRAINI S3 0. IIH. C. 116. 4? "' q. RESINAINI 61 4. D. O. 4. 43 RESTRAINT 61 0. 116. O. lib. 44 [ HESTRAINI 61 0. O. 6. d. 45 " ( NESTNAINI 6201 0. 48. O. 4n. 46 Rf STH AINT 66 0. 145. 'O. ~ 145. '~ '-~~ - - ~ ~ ~47 ~ 1 H t~ S i k A ltJ T 66 0. O. -19. 19 48 "q RLL' RAltai 93 35. O. C. 35 49 RLSihAINT 93 0. ,479. D. 479. 50 Hi Si k A ItJI 93 6 O. -?C. 20. 51 H t' h i f A ll'1 137 46. O. c. 242. '~ ~ S 3 ~ ~ 'L; q 46. t2 RESTRAlbi 138 0. 242. O. HtSTHAINT 144 -38. O. O. 33. 54 RESTF AINT 144 D. C. 12. g 1,=, 15 RESikAINT 1991 0. 110. C. lla. 56 ktSTRAlki 160 0. 77. D. 7/. 57 H E S I F A l ta'i 160 0. O. -12. g 12. Sa H E S T R A ltJ1 162 0. 80. u. ' ~ S 'i ~ ~ - et. HE51 FAINT 1 e,4 0. '). i. e.

a.

,C '\\. l 4.- ..',.--.~,, ,a 7 +P .< :T / (

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e-10; Lb4'Cb af hblCf S, IkC. 5-lFlkb 11Elt5 AfALYsI5 P IP[%1 h E 552 b l e /h t L.3. It',1 IAGE... 't h0. 113 l C A L C OL A l l 6 t.. t.UH i [ R IFi s CODi'SfCilLN.Ill CLAi! '~1971-lNCl L73 H Is A VF AllLE lirf : elig EM-(2/lgjeg d g' b Alf MF t EU L t, ! T 63 a LLf?G Ch PIP!h( 15C Cr-19g-ji,33,:,37,38,a9,17 FAki-1 FIV 1 IINAL Al iblLI + L D AllNG-C Ai[ F4 0. t1 3-stat r COTeuT: GCCACICNAL L6AD (LP5til G ~ANCHOGS,tLPICHIS'AAL'HISTRAINit.ON PIPING ACTICA Cf f 0 !!J I

c F CHIE S Ih POUNt! ----. ----- itOM[NIS-If4 Foul l'0 U t: L S ' - - ---

. h E St.L 1 Ah i klLOLTAhi bi t i. h0 ft FY Ft t' x I:Y - NZ F0hCf MGMENT .NG.. N01/L[ 1 -49 O. -0. c -1. -4b. 2. 49 46. 3-- ( I.. AACHCE 1 2 -1H0. -4.' -9. -1. ' -33. 9. 1u0. 34. 7-12 g [, ANCHCh 1 yn / -?7 -10. 5. -35. 12. -t7. 29 68. 13-le t% y Rf5TRAINT Dwar' O. -3. G. HE S T H A lfJ I 11 0. 14. ~,E.. 14.. 19 h' 2C hE SIHAltel 11 0. D. 5. S. 21 l]4 klSTEAINI 16 -124 O. O. Q R E S i k s il4 T 16 0. O. -e. ~ ~ 124. 22 6 ~ ~~~'~^ ~~~23 NESTRAINT 39 -49 0. 0.. 1 49 24 1g HCSTNAINI 19 0. -13. 6. 13. 25 y NCSTRAINT 19 D. O. 3. 3. 26. 'l HL5IhAINT 22 -bl. O. C. bl. 27 RC $ lk A ltd i 23 C. O. -0. g 6. Oh HL S TH AirJT 30 ~0. ~ 2. O. - '- ~~ ^ - ~ 2 ~~~~-~29 R f 5 f k A l t.1 30 0. D. 3. jQ 3. 36 ktslHA!NI 33 C. -1. G. 1. 31 RisikAINT 33 0. O. 1. .a 1. 32 j.{ HL$1HAlNI 37 -250. O. O. 250. 33 9g Rf5IRAINT' 37 0. 1. O. 1. 34 RLSTRAINT ~ 37" O. 6. 1. ~ 1. ~ ~ ~"'~~ ~ ' " ' ~ ~ 35' ~ ~ ] kESIRAINT 41 0. -2. Q. ?. 30 HtETHAINT 41 0. O. -t. () 6 37 RtSTRAlfJT 4201 0. 1. O. 1. 3h HISlHAINT 4701 0. 3. G. 3. 39 HtSTHAINT 5101 v20. O. O. 1 () '. 20. 90 RESTR Altti 53 -33. D. '0.~' ' ' ' ~ ~ ~ ^ -~ - 33. ~ ~ ~ " ~ - ~ ~ '41 h],4 RtSIHAINT 53 0. -3. O. 3. 42 htSINAINI 61 -b7. O. D. h (j L7. 43 ELSTRAltJT 61 0. 5. O. S. 44 W HLSINAINI 61 0. O. -S. f[ (; 5 45 RLElhAIAI 6201 0 -8. O. Jt. 96 H[ Sih A lfJ T 66' O. ~ ~ 18. D. ~ ~~13 47" HLSTHAINT 66 0. O. 42. 42. 4 h-b] () ut sik Alki 93 -227. u. c. 227 4 *> H L S T R A ltJ T 93 0. -37. D. 37 50

,c h t S T R A l t. T 93 0.

d. -8. 8. $1 - () kL5thAIAI 137 -48. O. O. gh. b2 HESTRAltli 138 0.

4.

C. - 4 ' ' ' ' ~ ~ ~ " ^ ~ ~ "~ 5 3 ~~ htSIRAINI 144 -SU. D. O. bH. 54 RE S T R A ll. I 144 D. G. -11.

g)

II. St RESTRAINT 1491 0. -H. O. m u. 56 htSTRAINI 160 0. 6. 4. p 6. 57 rl g) REsikAINT 160 0. O. 7. 7. 56 R E S T R A ltJ T 162 0. -1. G. 1. ~ ~ ~ ~S9 NESTNAINT 164 3. 0. -2. 2. (r

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) =e 4

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== 6 I B 1 1 4 =* 8 8 0 1 I 6 6 8 9 8 B I $ 8 s N es e n n n =1 ca ea n n ** e e r n es en aC o +g C .3 4 Q 0 O =3 4 M I /. u ts.s ? JE en. %d v a > =. .C h_. g a e g b>=. Q O ed a o o a o u.* O O o o o o o o o o o o. o o o ** - c -. o e o o o. ? aM e s., e e e =* s r= _ -"s 6 a o o o e o N o o o o u C, j> ..G' . as - - 4 4 s s 3= - W 8 t C I B { eN =.. a e .s 4 -g i l. -6'1 r.L f N er o -c e. e ,a a e c. =* e. o c., o n -1 e~ e. r-n n -.- - ,o 3 n n o e-cc e e.e o o e .t 6 3 s= z '

== 0 0 z. f o

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s->=s->=>=>=t= >=*=>=->=e->=>=>=e = p=a=*=e.>=->===>=>=>=e->=m.e->.p.

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=4 W J =4 J A *d

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? 46.".5C0 SFCVICE5. INC. g P! PING STCESS ANALYS!$ REL.3.3.3 PAGE NO. 38 CALCULATION NUMBER 6666 CODE SECTION III CLASS 2 VI B.3.PATEL TIMEo 2:55.PM 09/19/77 MATE.tFOID UNITS Ull'~PO O L -TOOL-!M&-L PUR T F-IC*T4QN P I P I NG ISOMETRICCR-FS-lin-12 FUEL HANDLING BLDG. / COMBIN. CASE N 102 MAXIMU,3 HORIZONTAL PLUS V OUTPUTI 0,CCASIONAL LOAD (UPSET) ACTION OF PIPING ON ANCHORSsSUPPORTS AND RESTRAINTS P l l POINT

FORCES IN POUNDS - ---

MOMENTS IN FOOT POUNDS== --

RESULTANT RESULTANT I NO. FX FY FZ PX HY MZ FORCE MOMENT 8 ANCHOR. 1 39 35. 19 16 14 134 56 135 N0ZZLE 3 12, 95, 23 49 10 29 98 58 8 RESTRAINT 6 44 O. C. 44 RESTRAINT 6 0 23. O. 23. 1 RESTRAINT 6 0 0. '120 120 l RESTRAINT 7 0 11. 0 11. ) RESTRAINT 701 42 O. O, 42 RESTRAINT 701 0 43 0 43 J l RESTRAINT 141 64 O. 0, 64 I RESTRAINT 141 ' O. O. 49 49 0 56 D. 56 RESTRAINT 141 HESTRAINT 17 0 45 O. 45 RESTRAINT 17 0 0 73, 73 RESTRAINT 19 0 5S, 0, 55 RESTRAINT 19 0, 0 65 65 RESTRAINT 21 410 O. O. I 410 RESTRAINT 21 0, 53. O. 53 ) RESTRAINT 21 0 O. 68 68 RESTRAINT 23 O. 55 O. 55 8 RESTRAINT 23 0 O. 72.. 72 l RESTRAINT 25 0 55. D. 55. RESTRAINT 25 0 O. 47 47 RESTRAINT 261 0 64 0 44 RESTRAINT 261 0 O.
106, 108 RESTRAINT 281 8 0 71.
O. 71. VAR SUPPORT 305 0 O. O. O. RESTRAINT 321 lit. 0 O. 111. RESTRAINT 321 0 0 70 1 70 I p h' ti 1l hl 9 11 li t .t (
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. n. ] = FHASFO SFRVICFse INC. PIPlHG STHESS ANALYSIS '. REL.3.3.0 PAGE'NO. -1 CALCOLATION NilHOFP ?'la? ^COOF sECTIOrt ITI. Class ? VO 'VILLFNONT. T1HE= 1855 PH 01/21/77 -(, si DRalN t.INF ISO SI-195-50 }. m ....ANAlYS[S. _.._ RFFERENCE EST. WT. -j I CASF. LOADING CASF TITLF TYPE EO STRESS OtlTPilT CAsf GX GY GZ STRESS 41 OPERATING WFIGHT OPFR. WEIGHT StlSTAINED LOAD 1 -1.0 -0 I SI X STATIC SfisMIC OCrASIONAL LOAD tiPSFT I 0.34 0 57 Y STATIC SFISMIC OCCASIONAL LOAD UPSET I 0.25 0 S1 Z STATIC SFISHIC OCCASIONAL LOAD UPSET 1 0.3 0 ) ..................................................................e.......e...e ...ea..eee eae.eeeeaeeaeeaeeeeeeeeaeeeeeeeeee. _. ) PREa E'WT 1 CAsf COMHINATION CASF TITLF HFTHOD EO STRESS OtlTPUT CASE FACT CASE FACT CASE FACT CASE FACT CASE STHS' o 101 HAX1HOH OF X AND Z . HAX COMPO OCCASIONAL LOAD UPSET 1 1.0 SI 1.0 S3 0 102 H A X I MilH HORI70NTAL PLilS Y ADO ARS VALS OCCAS!ONAL LOAD UPSET - 1 1.0 101 1.0 - 5 2.- 0 J PERFORM FREcufNCY ANALYSIS + e I e. I t i I l A
r - ~ ~ ' 4-
FHASCO SFRVICFS, INC,
. PIPIT 4G STRFSS.f NILYSIS - RFL. l.3.0 . PACE NO. 10 C't.CtR. AT ION NUMAF8# 2307 DOf_ 5FCTrnN Igr class y vn VILLEMONT TIMEu 1855 PH 01/21/77 SI DPalN LINF 'T5 51-199-50 tOADING CASE No. 1~OPfRATING WFIr.HT ' OlllPili t Sil%TAINED LOAD ACTION OF PIPING ON ANCHORS. SUPPORTS AND HESTRAINTS 9 PolNT FORCES IN POLINDS - -- HO"ENTS IN FOOT POtJNDS ---- REStJLTANT REStJLTANT NO. FX FY FZ Hz MY M7 FORCE HOMENT ANCHOR 1 / 0 -170 G. .0. O. 0 170 O. RFSTRAINT 10 0 O. O. 0 + RFSTRAINT 1005 0. O. 4. 0.. TOTAL 0. -170 -0. t 9 g. 4
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D _._.1.. - FH;,5CO SFRVICFS, THC, PIPliJG STHFSS ANTLYSIS RFL3333 0 PAGE N0a 13 CAI CalLOTIO*f NtfMOFu 7307 -CODE SECTION III ClAS% ? VG VILLEMONT TlHEn 1 55 PH 03/21/77 ~ D. S I DR A l tet"TTE ~. -] ISO: 51-19s-50 10ADINr. CASF No. S kx' STATIC OtiTPili t OCCASIONAL LOAD (UPSFT) j. / ACTION OF PIPING ON AtJCHORS,StJPPORTS AND RESTRAINTS O POINT FoprES I N POlltJDS -- -- HOMENTS IN FOOT P0tJNOS ---- RESilLTANT RESULTANT NO. FX FY FZ MX MY HZ FORCE HOMENT 'd AtJCHCR I -25 O. O. O. O. -32, 25 32. RFSTRAINT 10 81 O. o. 83. RFSTRAINT 1005 0. O. 0. 0.- TOTAL SA. 0., O.- ) 6 i 1 J t {, e ~ e i f 6 I i I 9 ._. s i
FH ASCO SFRVICFSe ' INC. I C AL CUL A T ION NUMtM,T57N ,Conr SECTIO *4. PIPIPG STRESS ANALYSIS. REL.3.3.0 P AGE :lio. l& lii CLASS P VO VILLEMONT TlHEn 1355 PM' c'4/21/77 si D94I INE-ISO $1-195-50 LOADING CASE 40 SP Y STAT OtsTPUT8 OCCASIOt!AL LOAD (UPSET) y _.... .u. . _.. _.. / ACTION OF PIPING ON ANCHORS. SUPPORTS AND RESTRAINTS 3 - POINT FORCES IN POUNDS ---- - NOMENTS IN FOOT POONOS RESULTANT' RESULTANT NO FN FY FZ HX HY MZ FORCE MOMENT-I ANCHOR 0. 4 ~). 4. O. 0. O.- 43. O. HFSTRAINT. 10 0. O. O. O. HFSTRAINT. 2005 0. c. O. .---.0.-._....-..--. 9 TOTAL D. 43. .. - - 0. i ) I w 4 I l ) .) 3 9 O
j. Fil ASCO SFRVICFSo. INC.
PIPING STRESS ANALYSIS-REL.3.3.0 PAGE.NO, 10 cal.CUL ATION NUMf4FRA7 OnF <f CTION 'I T I cl As% -?
_VO' VILLEMONT TIMEu 1:55 PM 06/21/77 D SI DRAIN NF ' ISOi S1-195-50 LOADING CASE t.. 53 7/ST A T I OUTPili t OCCASIONAL LDAD IUPSFTl 9 -ACTION OF PIPING ON ANCHORS, SUPPORTS AND RESTRAINTS 4 POINT FORCFS IN PollN05 - MOMENTS IN FOOT POUNDS RE Sul.T ANT RESULTANT NO. FX FY FZ Mx HY M7, FORCE ' MOMENT ANCHOR l' O. D. -27. 79 O. O. 22. 29 RESTRAINT 10 S 0. O. O. G. RFSTRAINT 100 0. O. 7.1. --- - 7 3. - - --- - 3 TOTAL 0. O. ,, 51.~ . -. _ _..,. ~...... O i W sd g .o i t
f't INC. PIPING STRFSS ANILYsis REL.3.3.0 PAGE NO. 25 FilASCO SFRVICFS. CttCilLATION Nt)MRFH / Hi? P ^F "CY k III Cl.A% ? VO VILLEMONT TIMEn 1:55 PH 06/21/77 43 %I DRAIN Li P 150s 5 - -50 COMHIN. CASE NO. .O MAX]MuH H00170NT AI PLilS Y OtlT PilT OCCASintlAL LOAD. ItiPsF T) ..,/ _.,... _ _... _ _.. ~.. _ _.. ACTION OF PIPlilG Ott ANCHORS, SUPPORTS AND RESTRAINTS POINT -- - FORCES IN PollNDS ----- MOMFNTS IN FOOT PotsNos -- RESULTANT RESULTANT No. FX FY F7 My My MZ FORCE MOMENT ANCHOR 1 25. 43. 27. 79 O. 37. 54 43. HFSTRAINT 100 83. O. a. 83. RFSTRAINT 1005 0. 4 73. 73. s i + .g 'I e ) 8 .) 3 J J J
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ML20093A495

Contents

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ML20093A495

Text

Dear Mr. Collins:

SUBJECT:

SUBJECT:

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