ML20024B052
| ML20024B052 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 06/28/1983 |
| From: | James Smith LONG ISLAND LIGHTING CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| SNRC-921, NUDOCS 8307050031 | |
| Download: ML20024B052 (114) | |
Text
{{#Wiki_filter:- - _ _ _ _ _ _ - . O l 4 i LONG ISLAND LIGHTING COM PANY SHOREHAM NUCLEAR POWER STATION L- ---.. .. -
.c . _ . w t P.O. BOX 610, NORTH COUNTRY ROAD e WADING RIVER, N.Y.11792 Direct Dial Number June 28, 1983 SNRC-921 Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, DC 20555 Dynamic Qualification SER Outstanding Issue No. 8 Shoreham Nuclear Power Station - Unit 1 Docket No. 50-322 i
Reference:
Supplement Number 3 of the Safety Evaluation Report Related to the Operation of the Shoreham Nuclear Power Station - Unit 1
Dear Mr. Denton:
The purpose of this letter is to transmit information necessary to complete resolution of three generic items af concern contained in outstanding issue number 8 of Supplement number 3 of the Shoreham , Safety Evaluation Report. First, as stated in item (2) on page 3-5 of SSER 3, LILCO com-mitted to improve the qualification documentation in BOP SQRT i packages by including either complete test reports or summaries including anomalies and their resolutions by June 1983. This commitment has been fulfilled. The BOP SQRT packages were review-ed and have been revised as needed to add complete test reports or summaries of anomalies and resolutions. Second, enclosed are three calculations intended to fulfill the commitments and requirements contained in item (1) of "the appli-cant's response..." on page 3-8 of SER Supplement number 3. The G.E. calculations are sample calculations of usage factors for both ASME Code and non-ASME Code components.. The SWEC calculation evaluates the potential effects of f atigue "due _ to SRV cyclic loading on the dynamic qualification of, BOP plant' equipment. In the SWEC calculation, four components were chosen based on their location in areas of the plant.where SRV loads are~known to be most significant. The four components are the head tank, loop level pump, booster heat exchanger and the velan gate valvo. For all components analyzed in both the NSSS and BOP calculations, the 1 8307050031 830628 g FC-8 9 35.1 PDR ADOCK 05000 E , s . :.
],(
c -
o ( SNRC-921 June 28, 1983 Page 2 cumulative fatiguc usage factors are less than one. Additionally, We enclose a summary entitled, " Fatigue Evaluation of Components Qualified by Test" in order to clarify how fatigue testing was conducted in assuring that the Test Response Spectra enveloped the Required Response Spectra and that the input loads were suSficient to cover the duration and number of SRV cycles that have been defined. This summary fulfills the requirement stated in item (2) of "the applicant's response..." on page 3-8 of SSER 3. It is a summary of an analysis of a typical shake table acceleration time history and representative SRV floor time histories in which fatigue damage from the test motion is compared to fatigue damage from SRV loads. The calculation demonstrates that the fatigue usage from a typical test sequence far exceeds the fatigue usage from anticipated SRV loads over the 40 year plant life. Thus, the three genpric items of concern are addressed. Finally, we enclose two lists of Shoreham Category I Equipment Change Records, one for BOP and one for NSSS equipment. These are provided to fulfill the commitment beginning in the last paragraph on page 3-8 and continuing on to page 3-9 of SSER 3. The lists contain field modifications made to already qualified and instal-led safety-related equipment since the September 2, 1982 site SQRT audit date. In accordance with R. L. Tedesco's letter to LILCO, dated January 21, 1981, four copies of this submittal including enclosures are being forwarded directly to Dr. Morris Reich at Brookhaven National Laboratory. Should you have any questions regarding the material enclosed, do not hesitate to call this office. Very truly yours,
. . t/
. L. Smith Manager, Special Projects
. Shoreham Nuclear Power Station s GJG/ law S3 Enclosures cc: J. liiggins Dr. Morris Reich, BNL (4)
All Parties Listed in Attachment 1 x r b
0 ATTACHMENT 1 . Herbert H.' Brown, Esq. Lawrence Brenner, Esq. Administrative Judge Lawrence Coe Lanpher, Esq. Atomic Safety and Licensing Karla J. Letsche, Esq. Board Panel Kirkpatrick, Lockhart, Hill U.S. Nuclear Regulatory Commission Christoper & Phillips Washington, D.C. 20555 8th Floor
~
1900 M Street, N.W. Washington, D.C. 20036 Dr.. Peter A. Morris Administrative Judge . Atomic Safety and Licensing Mr. Marc W. Goldsmith Board Panel Energy Research Group U.S. Nuclear Regulatory Commission 4001 Totten Pond Road Washington, D.C. 20555 . Waltham, Massachusetts 02154 Dr. James H. Carpenter MHB Technical Associates Administrative Judge 1723 Hamilton Avenue Atomic Safety and Licensing Suite K Board Panel . San Jose, California 95125 U.S. Nuclear Regulatory Commission Washington, D.C. 20555 '
. Stephen B. Latham, Esq. -
Twomey, Latham & Shea Daniel F. Brown, Esq. 33 West Second Street Attorney P.O. Box 398 Atomic Safety and Licensing Riverhead, New York 11901 Board Panel - U.S. Nuclear Regulatory Commission Washington, D.C. 20555 Ralph Shapiro, Esq. Cammer and Shapiro, P.C. 9 East 40th Street Bernard M. Bordenick, Esq. New York, New York 10016 David A. Repka, Esq.
. U.S. Nuclear Regulatory Commission ,
Washington, D.C. 20555 ~
* . ' Matthew J. Kelly, Esq.
, , State of New York
. Department of Public Service James Dougherty Three Empire State Plaza 3045 Porter Street Albany, New York 12223 Washington, D.C. 20008 J
b- . . .. _ . . . .- - __* . a c oa. ; a _4.._2- . r_ c 0.. m . ; . .. I GENERAL ELECTRIC CO. Nuclear Energy Business Operations ENGINEERING CALCULATION SHEET ! NUMBER DATE SUBJECT %dWW R@ f CW CfW WE BY SHEET $ OF ' Partiu:ve s t ites,5 aN mow'tg e d '.
%t?,, P4 U AW 84 (A CRtttt#M bot.A -f ieiJ t Wcia.<, tWMt4/ A t64 , teIL
-T he MTiec0E m.
motet (.to ue cowd rw t.:t f. L' (i) CA-) ( dW68 6JotwEw s-trem+1,
-P40;f610 keuo ceWJ rw t.:'t t. WW gat u est. 5 tri.e n A w ik 'EnfCeLent. mew 5truP41 Te AtAJMenuE etna .s We . LaWE12. erJe 9Hiew v > A-> w 3 Eta ,ew rt Er.eOW PT tt IMr+pE 05- blFf-H4'*f W eSaet L e q omte mad), e.ateveAtcu .cteer,4 vateer vsm e
-t w r.a. u -ene twte e. mm <cevem commaw ,a -ca CHeit4 Hem 1244R. e- % cette Ct q Pk l wa78P- Dfr-P.
c4Lco w ee c t u-u at -tee. n.ec o r- L.ewen- ewv - Cmew ts 3 fs"12. ESi . Ary t>< iwec s tite +< t a t e tJ.tiP ". e , w J Not eF 4, w s** cg sein +
- irz4e /*
p zc, , am r>s,. _ -2, sw % ~7 4 2 44- 4 4,,g- y 7 ti ti ev te >
, g%d mee>< eqw. WC C# st45 eF A d't M N hp
% -t s -<m vawe. .e
% , it W T ur W m e*+=t, EFJ bum 944 Vmrt, o
O lt C A t,CA/(# f e fs M sulFt1 14 -t he5 tg+J p g m c.s e tt e gtc$put aF 34tf,cfv !! MU LA A tsaa vid u 5. drJW SSA/ Le s%H @o w capJa t oent.-17 . !) ( >14*PJW., W Me 10C. 440LAf bM.J Mt.1. C 5-tft6ts er%c.4Jt A tge 82 0W f%C-l *f-t c h e < - f Fo rt. She ' Cf'V 9 va44)G We -tv4 ' 9 vav> e u tesiw t d m m.tse m,u .3 t'
~
l i y SN= i
- k. .' . . _ . _ _ . . . . . . . . w . m.1. L :.u _ - . - ._a '. ' . . . A. - . L '.. m_ a . L-GEllERAL ELECTRIC CD.
Nuclear Energy Business Operations ENGINEERING CALCULATION SHEET NUMBER DATE . SUBJECT Ch 0PEMiM CS M 0 BY SHEET L OF k i ! M o *TO R. HOW OevJrJ rLotrf '51 W cAtcN'st@- . N ny. A C.Let19 ktt04 M m t) G S '4 4'tM %- M V C'Y'4 b\ *BN ' * '- l Poes ? Av.st45 A 9t a ~1 e,o 3 g, C, q gW )
- o. c 2 S c 5+e')
vee 1. W 4J ' *19 Y C C*'V ) e I6 t CSM) c.ovsenve-te o cc. o g- c. 62,- p
~
4vewy 6 14 'r 8N BC'ff8 4 VittA/64 C)S6; id 'ThE M C'T 9f2., MWN
- h eft 4 1 5 39s 9 it.6 f . upp ft. M m Esa 9 VM7 - 2.'78 e
- g. M.ec. h /
\
btMd% Si RG'Ss Pfl0 M -t h.E 4 tJ M .rq y 3 -v 2. d N f ffl', "T h11 3t W l ^ mvw a m .+o e worn w % % -t er. e m -e s , x --
~ c+ < , co ascw-,<sm , mune -1 m m a c wm n, 1 u.cmw mse te.sq urJ W n -t.u. evwtucWA **m t (crio.c(A4e-i Cu! vic~s mn o . c z. .
ft.e-tio -- -- 6, [ f oW 3. V" .t OW W S"1 MM .-- O. l C / 2/,, ,9f~ . /flTb. I*
; s-t ftes cs n (_ m,e= ep
[mg P /4 )e t.51 9 'L. *:- (d'lIIfSI 1
" w>cr*
/ h kly f>h' = g st q V34.. '
~L. -
!j t.4 m t r (G=- str'r 4) m um ww mw<m '
! .to' e m> c. p_m w%e r Nu m . ,
l L '. .
~ ^ ~ ^ ^ ~
. u. !. . . .i. . . a ..G .J. :. . a- -.^.-. ca . -. ^.- - u ~ = :---. : - .
^-
s
< ,t}
- 4
, 356 t,an nos preach is to use the tensue strength higher-strength irons. stress con- gray iron under completely reverard for fatigue 11mith and. after deter- centration facters associated with cycles of bending stress are shown antning the section modulus of the changes of thspe in the part are im- in the graph on left in Fig.11. In actual shape, to apply the proper portant for torque loads as weu as which each point represents the beiding formula. However. because for bending and tension loads. data from one specimen.The efecta cf the ditBculty in obtaining a Medalas of Elasticity. Typleal of temperature on faurue limit and meaningful vslue for the tenalle stress strain turves for gray iron tensue strength are shown in the strength in tes;s c! sman specimens. are shown in Ftg.10. Gray iron does right hand graph in Fig.11. the load computed in this manner not obey Booke's law and the modu. Axial loading or torsional loading will usually be somewhat lower than las in tension is usuaUy determined cycles are frequently encountered in the actual load required to rupture arbitrarily as the alope of the line designing parts of cast iron. and in the part. unless unfavorable resid- connecting the cetgin of the stress- many lastances these are not com. ual stresses are present in the fin- strain curve with the point corre- pletely reversed loads. Types of reg. ! Sahed part. . sponding to % of the tensile ularly repeated stress variation usu. Eleagallen of rray Iron at frac- strength. Some engineers use the ally can be expressed as a functaca ture 16 very smaft (of the order of alope of the stress-strain curve near of a mean stress and a stress range the origin for determining the Wherever possible the designer rc modulus of elasticity, should use actual data from the lim. As indicated in Table 12, the mod- ited information available. Without 1 So
'O O' 'O
>g' ulus of gray iron varies considerably precisely applicable test data, an es.
more than for most metals.Thus.in timate of the reversed bending using observed strain to calculate fatigue limit of machined parts may
! - stress, it la essential to measure the be made by using about 35% of the '
f so g 7 modulus of the partleular gray iron minimum spec 10ed tensile attength ((" 4I,f
*, specimen being considered. The nu. of the parucular grade of gray iron 1
) sc merical value of the modulus in being considertd. This is probably a a less than in ten- safe value rather than an average e 30
'O Y. MP"" -Nso torsion sion. Just is alwafs as it for steel, of the few data available concerning j
Bardasse of gray Iron, as mens- the faugue limit for gray iron. o 1 l ured by BrineB ce Rockwell testers. I o e a a 4 1s an average result of the soft Tab 6e 13. cessartsee et seekwen aus. graphite in the Arce and the metalue mass et crer trees, as sneesessa j sere... cooi .a see . br Graphite matrix. Variations in graphite sine h g/,'., D ,f,8,$8 % , M and distribution w1H cause wide var. lations in hardness (particularly Tm T***1 a k. n c me. bard- ==- anon. stadurma of stantietty se maneures *** "'6" * *" (*) "'8 S so persas a. s ans c. repreaeener % Rockwen hardness) even though - of 8A8 8858Cd 8tF8"fth. the hardness of the metallic matria A . . . . . . 3 os es3(c) sta , is constant. To 111ustrate this effect. A . . . . . . 3 As 43.1 als . 0.006 in, per in.) and hence is sel- the microhardness of the matrix of A . . . . . . . e so ss.o as se o ass dom reported. The designer cannot flee of hardened iron. as com- g . ". . ". . 3340 Jo 48.1 ses use the numerical value of perma- with Rockwen C measure, ' Eent elongauon in any quantitative ments on the same tron. la shown in (a) hasured br consentaanal macerwen
/ 'It ble 13.
C 88't. N Bardams of anstria, samannes P manner'eaal Shear Strength. As Itis apparentthatif anyhardness a 'wa's'EQ*",y **8 ',"*obtained in the , Torsl shown in Table 12. most gray irons correlation is to be attempted. the N,ssue ' have h!sh torsional shear strength. graphite must be constant as to type etted. It is not typical of reay aren at os% c. oremaruy trw hardness et sua Many grades have torsional strength and amount in the trons being com- ! atester than some grades of steel. pared. It is recommended that Brin- tron is mocaw.n c es to so. , this characteristle. along with low en hardness be used when poss!ble. , notch sensitivity, makes pray iron a Anap
, suitable material for anafting of Fetigue L.imit la Reversed range o[roximation stress on the of the ef*ect faugue unitof (
' various types. parucularly in the Sending may be obtained from alagrams P grades of higher tensue strength, such as Fig.12. The tensile strength ,
Most shafts are subjected to dy- Because fatigue 11mits are expen- is plotted on the horizontal axis to - namic torsional stresses and the de- site to determine. the designer usu- represent the fracture strength un-signer should consider carefully the ally has incomplete information on der state load (which corresponds t exact nature of the tomas. For the this property.fypica18-N curves for to sero stress range). The reversed _ _ _ p
, so '
lo i i i Fengo. Isa6le Ten.it. .trenset I
'8" 2$ )o N o =.ica.e m e.~a.. 'g . Ov j O
I
! e .'.... s d en gro.. eroe g . uaa..
a w.,c.ca.: me g to no .. e m .. o t ...... s.... r ec . - . . .. . - . .,. a \ l i $ ,3 _ o ..ca.s _ 3, k e w.cc..e
. . c o iv. .. ... ... . I 3' a.. f im-.. e .... , ,h f 5%
l I i i -Fp hN l
~. .
(O \ '..c.........
'
- uw'< m . m .-.a.
i
****"_..u....
....e,.... t
; c.c. - ..r.. .. on.
i i i I o- !o I l I 1 l ;' ' C' sc* to' to' too 400 soo soo looo. o too 40e too soo looo ( . - uy,,tg.p,.tp Q eC'
!o t. .. . .w. . . . . . . r t....,........*
Pip 2: s N evres and e*ects of leu.ps sture ce fatte t Ireitt of e sy com of the temece eteracf% s%rs cowipoemos: 3 ed C. JJ2 si JJ3 are 0.87 P dJ2 3. 0JI p. 8Je Ns. 8J7 c1s (W Imnshton Conina and Jame. O ac.!m Prue AsTss, s2. Te1.1841' l l
g r' f* ' . 'ii Il> 1l; )l,
, IlI 1I 1l l1\ f
[;'[il 9.o
}
g !N. fl . T 5< . M k' h_
. mhoZ E. o2Ugx 7 E5'9osj." > ;
e e g . H G 5 I H D _ m N A . I S S K - L R 2 E O _ 3 - E - ._ 0 - T - F I S - 1 ' S E K . X 5 T I
% 0 Y 0 S1 O A1 5 3 K ,
1 L L 1 = L O 0 - A P 0 R8 . E 3 1 ** H _ E G F T S T 5 I N U I
. 1 1 %[% H, 00 X7 X
4 G
. S
- T g U % N SI N
g R O Z' ED I R E E 4 E g F, %N 0 S S, C X g
',f I 1 E L
C YE OT LO ijt'
< Y LN
' C A. S NE F OR
.. O N, U T
. NA R OR BE E RP m B AM
. _ M CE
_ 3 R T ii P 0U N OR _. % 1 FO I S 5 - S F ES m'
. . K VL
. - 0 5 R EE 8 m- U T
< C S S
T 4 E E _ . U UL
. R % - 2 GI S I
TN O AE
- F FT Q^
2 0 1 N G I S jL - E
, - D
. %N -
5 1
)
_[ ( 3 c
%% 1 2
2 1 V I y.% v - X
* - O G I
I F
- 3 5 2 , 5 2 0 1
_ 0 0 1 1 _mM*4 u.o eyas; _. lIl)ll ll, : t, lL
7 - - - . - - - - - - .
.7 , _ . ,. ..--..y. .-=..=.c,-
, . EcAser Emtyy Am/nes Operations AlADE BY -
- .. ENGINEERING CALCUL.ATION SHERT vtmnto r/e
, es,, ,, mr, a 1 // # 4-6.J
~ sumact fHeatHAmA aHF. Intw FmTiedt use my b1tD eMie t I or Jd W T*8'8 *1>t.AE 4 $94/ dG4.W9 Tuk## , -
p. per te zas 4<.teitie.n fit %ccot Laf4 Slet4rr1*O fee. 3%ePe*4*4. . f. >lva; ba4, sleeJ.j peprePaes pez, pwa4 sed its peV.e. cwes' ewtmenosi.e J
, $ $ 8t M StGe4Pfut.u>f gay WMet .h)' datoL . $g *1e WW 84fmat? .
44! ;VWu Festads u *d evewsm**s ; Mt4. ' ple6 wet set.ecw, overt. LPd Ih IWteldte iT. lors Htcrag9L stseter et viig Co*d heWESATI wmeAf ens, es4Wat., 9Ws. PortiraA6 taff Eveu/e-tw s. -TkV 8, if' it e **e PE SH8Wel tt44T katst. p),4 ef* ten 09J S'4F4"I Wmf 21* D f*/RT'8 MV" M4tf dF 1 F#V eyc4JP5 ehe, 44 yesp4 Offj 77 e4v sf sma TheT The G**E tt tsde 95 uPed )b nue. DS F *I EII-li cent *Ms ccMrtE1E ocsesLets SY4 TIC' M #Yd O A4484f8 SF #HR hh . 70 thevJ DJff tSt ty My
- drenwvt a ne l,+4 u,en.- au. pe so,eu sme C donta unos, otee wr, pressort,7)yZo*paoes.oyan*are C sse,tav,vea)inn o
'9 EdeS0h1E (*)Tt d Uf6 FFS. THE C1/bj6t-T JM4lAf NfN T ,54 A 4rt,. Adtv
~
Sean/ 'amars 'ese w po w 4 w o sq=. e isti-et wo ster 4% ans= atuaAveo, runis 4 Arts -ovar sse ads tout gpaar we,e aet' coastatemp To gynadnTt' fe,Tre006 9tw f>df a 49, ,$90 ht.1Un Tte*#1. . l
< . rg. pp- ggn/ Ofc.4#$ #Mv8'80 WVfL 44 NfMRI d'f8 . 83
@"do . vttelt #C A c.edJft V4TIVs #t/*44fst ea/0 e41*f4Lre pg,, ppg egg,,4-venA< pgan/r' G5 pts.t**!LA'
'TML *l0K'T gSq66f f3 -1HC C4Ee64 $6t*N d a>la VIEW df 96 9N5lmntes. (,,M*T*A ^^rt twas) .Whttat ts gegyno so gnt SmceA1. -tw Mattf CS4 Tf t>% ledM1t0Mi etnG A>$ $5rtldWJ .
T40weatred a#c4*ee. set vt , ; l' e $hfMy CW16 C A1fdR 6el,TS . . e it081tPS JT/Pl# #9T TN6 NF(4 (4/tJpftf*/. '- I . , e s. ,w .tr,* ,. ,,.
. uree sao surno. .
t, C4gug45pp ftus< ettaa rpred( -mE otas- his wAfau+t *F CN eF tME h A,gsg, cpw,gwg,,,,, 4,g; 7 g,prg, ,,,,,' f%ft#V. l _ CsMf>*W6MT TNS,Ik MA TE KtM =
. (*sH9Att*d RUCetJR. SeL11 , G'7fr4 f3i St W */ L'%' T H W l****' E" * .
*42.597lCi sh l9'i, SA. Yl>')
^
fUNf>C4st lite +D $%dAltef ' iseiTJ .
**swe sw.e unic pst nsru as,c ae.zr .
NeTVit NI,4/7H/dt Se(## *sITr fis' 94 Ii 3-ccit. 0-7 l e 4 6 t. M $441kO , }$lt. $4t' &<W{ C)*ST tNsJ. g.e g g,y MI Tt4 A 't.4 C f.d. 54cij, hom) s-tMe mo.enuvaw t $6tt.e4 Ors <.16 u A34ss,, peg ,p.g.g. L'
r
- - : =.: - : .= :; - = = ~ ..; . . . - . . . w n , - .. . ..
1 .
~ -
-
- SHORENAM M SPRAY PIBF . Qf"[. 3. e F F FWF CGIPONDIT5 - 51ATICALLY ANALYZED i
(PISURE2) - g
- s tor mounting i
flange and balting
.. , (3.0 & 5.2) i
_ I- -- A g b % \1 M- N Er.fr/ H ////A p
' pg//yy _ ,.s I y u r '
, t l
/
/
i y , Pug barrel (motor stand -
/. / .
upper) (SAP) L r%F 1 M[r, . 1 WW ,
%9 E Pump barrel
! =
! (lower)(SAP)
,4.s . s :, .- l n
l y'/ fn l Pug cwer & bolting
/ . 'y ?
(4.0) l
. e s
, t 2
'm pui-A*
s l
. t, DY' -
%8,si -
/ l I N h , f
\'.' q' u
~ ' '
- 1 -
i! ll
\
r # M. ..gs., -{f( ., y. f
'N k
g s
; i
[
~
~ '
g , l s ' ' . .. . s s
. \v , g . ,
.g. .
Pug stand (5.9)
- h si$ 5. ,rf,g e r.u. ,. . s s s .. s s , . s .
g ,y $ g foundation
, s, ,, y y,, ,,, boiting(5.1)
. s t '. MADE8Y - - -
MERilED BY h' T-p aw u-
~
, al, *
- s.
z u m e cca.- f :-- - -. l meter Ensryy As/mus Operations ENGINEERING CALCULATION SHEET sammen naTE 1 . O _ .. m n . , ,. o m ..1_. v
. eensa4,,a ove , saa e,e m e. .
.a .
e, . zs,v,e- e, m ,. y . sur ps, , mee r,4- ese pr a= Co(seodhaftp OMGSM4Tilfly, 44V3#3ft4 Jet, M SF A4CT48AI $ R895U84- 448P I
.WinTts neer sad genet salef $*sy ensl ed Wtd> R$ PLL*WC ' .
[pg, sti om w s W u aps t S. eiAF D s't#BC (seed t 24.* ., twy t < *.n w g+ % WE
- es# 44*r4 -+ % pos- to st4 Tit. fear *s
~ ssste < ses ts
- Attus n! sM M3 poe no sna tear's + g o #
- 5,e w w g3 s. ersie w. (AW.
rnie t syn, f Def ': Ppe t Elf-ti ,Sec...T.3 Et**EP'T # 9e M ( k 3*'4 % ATIl
>m - Pt w .t ks-1 % T 4 4 M Y tesviI' de y ti t il
+ tu + L 'A _
7 4 3C.E 1 N 3C.5*
**=
I
*L $ \ f f#8M DSP CeudtATWJs , fe lL. pe (,gt- ( c. 4 8 5 87 #
"T h '# 1 fep- Pp '241 ,
d* $ y 4.ss*? + l&#+8 N. y s'T
^ ~ '
%g Sm ( o. \ H ke t $1tteH CD & W T*E-i
.t 49#8 7C 4 7 tide /sss'
*W q 7 L tC*
s- St *S* W o . . .
, MidtT. seet t C 4 li s ccet 8 . 7 . e a f%*W FHmmus con *CAftwsmour s) ,16.e %
- Mose y, ,
ps. Jo,co ynE!. i '*
, v y us em ne . 9 , . e.tr .e.g.
~~~~ '
MADE BY wmnto ey /7 f-Z-6.3-l'
'. .e
- l sett>47 (mtv 8/01) --
9 - - . - - - - _ , - , - - - - . - _ _ _ _ . _- . , - . . . _ _ , ,.._._--w.y , ---.--.c, . , .,,,w
- ... ;.....:. ,.. .. . . . + . . . . - . - ~ . ~ - - ~ . - - - - -
. ......, w . .: y- - af*,, ,*,,
- i SERERAL ELECitlC CO.
bcinarEnergySwinen Operations ENGWEERING cal.CULATION SHEET
. muussa om '
m cy s w eltee A N SNL kW Pitsews usE. .y DFD entr_d:.__wl
, p/4 L4/41 ed 90E en' ss# sktuevie.Jr.
1.t.. . -- - . . N OT9 t C*tA*/O ($9F: ORF
- Ell'lI o SGt; T 4 , ) a-fjts.usens*Ttvsuf oss Fbsues ess wwpseg fue*4 S e opf, su M ss; i Dep%f'_epe ole ts sfe Tte 4d* cav, Ms / f.ae4 .' W*** - * '
I ^* NTifItt an$ M,' 5791 W 'M mg re. sas1 (M %.s on,*oo st sw g, ,ye, g.s.4esl (45 gs. s.t.3'IM r > #. d e r -
,, m
- w-k* 4
.+.
A. t(%s T. - l 1,,desn 9stf4 SES#41t*/- 6 ro y . , % , 1 ,. wo% m w nm ne oQ MHI
+ \ n,* *
- v 7. sr 7 ,l L-+ 21sw,e1.c m%
9.t'e - 11%.57 J _ 1 9 73 ,,.1 le 76 7 f tt'
.I "I e Y4Y M C s.e t-i Ns- 7 1
j L %- sy?# x 7. S'7 VERiflEDBY W D $.S t ( a.ss1 4 44r1)4 m -
..rM.ig , 71C Y'f 1
nuowouc /* air p asew. re c.
$ *
- W F l. t 3 9 4* .g,, 't ] '
- KTp t t Altssv
- '- Isley ' 15Mr Ph'
+
L ( f4 7Y # 675T h'51 a M?)*fiA sites <. cecsurs47a= fittwn. *F 4- ec FI,ry VF@ , . i thm.
- l*7 3 y 4 h ' " New=.,r As te4 e sw :ots .rs 5-4 ) * ** P*'
s'.,, 5 %", a.isto go,' i 'i .
- i ji 88to 87 (stry a333
.. . . _ .; . x--i=.~=...===
ENERAL ELECTRIC CO. medser Eneryy Susinsa Operst/ons . EN8NEERING CALCULATION SHEET
. esuustri mTE 2 - *s- F3 suaxc7 8H'E' M NI N M#
- sv WP SHEET I._,or_ % .
DVM 8.UA Tt**# 006 Te stal 4cTt/4T(884.
.d -
@M fMusasse c A'tvaeneen.1) Fee. Q-2III(P#,w=rs,*..
-F*cs
;$4 Was ie**
Mj + *nci wagony$7s.t 15_ i
~
~
N619R. FAt .hJ*J'Tf % 154 t.:TA *. "TkE- 5 mets, VM.4/s 45 e.as.c.ucAss tv The D>f it es e P.s w ur WF. s se , etw Me tesue t,sesi Jac. j tr*Mie.h it s ke' N 54NeW. (, We opf- 9 Slitt-ft , NoTep. .!TUPf Gec.TmAJ , PitetE t. GC, G,7,6Y),
. 4* 2.4 f fr psi The /W VE .ptruess N cAtCOL49ED y t/Jid@* "M E- 9 U 9 W l*A1.,
j vaufm. C. See rie7. 7 .P fr) - vevssx o ) s 1. ,. p H e ttle drei., (y ) + '3. 44) h elli'l. - $ *' J gt4 2 3 'W t. koftt tehe- ('t.)
- t 73 $
CHEtT G eV V skov4C 1 HAT SlRAI t>secre et, ts % D ^ % .'tHE' 3 VM,s)E 8ptsw. Wo2 n u .n o o i J at. Te bytw t- VnoIJu s u ch M J *O
-tWe thee fj W WWe+f ,
y sftV HoEit. CX)-= e 31 )
! SEv 11efine. Ch) s e.gq y NM,
- CA*/CEdLVtTtVIR*1 % h88.!M Jf*4- ) V44.#6 'S eat to.lf 5 e.jyy i g' ==: 24l1.f' bli '
WW1 &4 P4Wuf dP g ==> 3. As- lJ 44cg.4tev7sn Og4itzh64 8%#O 3* 'A-78 $ Id V8L~t Ol&&~B**J.
\
l MII* 5488H 0 4 19 SIPd da/W * --.-sY 6-y i.-619.r *- 314.c fr,' 4 3.se
.h 5 /8 fTSeH Ce*Jo- Thc'ioS-
. s - ma,, ,nn m Og - ---
.-*- 7frT3. pse N Aleg.i*t s. PA(ej3[eeg.g7 v
! @M Fnwls e/pVs '
fa,,s m 2. pt(
* > le8' o a.e , Ctvewsae A m W r. a Q , p p.
r u e e wsmse umr.), co.. n .cv . ,n
...-..c,. c,
m- - x. . =. ...s . . . . . . ._.. .. .. -. . . . . . - . _ _ _ _ . . . . . . . . naherEnernyhainen C>weetene . !: ENGMEERW80 CALCULATits SHEET $htg ap g l,.. . DEF 4 Eti-il ,,, w:.es j; m ._sweeru m swa. Pum4) J ui ter_. , one . ._ Mes.9%,34LMTI0h3 &
- ACTOR. C % %
se.rn
.sC,,, e.mes. umm est .c l' ,$.Weaer
.- 3. u
( edeHis nuawsavieJ ve,t,virs)
. J ** e-tSese Two ,
y y s. . scc e. s eq. e.l7 e.5 n a. L.ee4 e. s.el s.93 o. as,3-59V _ e. of e.) 7 e.) E D'1d *.str s 44 0 667
)
Mt GU9tn980d Id H0$tk. 9 3 4t4 tent > (e Z11 4 e ity ) *=u.e.t 9 J Isl~ *) Y l h - a vestmat. - s.46 3 ;> e.Ns.$ ! w ntAsWetst nutstern sted veses apr -one) prest gc' pugt.uMG ? Sec. 4 *tA i a.ttA m. Rev.y
. /F&.fHopelf Meritoat=1 m.dtfgA TWd AT M eTW R C. R a it &&+1 mun! 45 g atcg4LsA1 rest 41' 94etwn. yfpts agerm M ( 4 M* ~
stt. es at?) is nicenig wad twc acuN Vet 45 *F tor p , A sefinwrE M o *
- m sts H u 'w: 1%s.Fapmer) -t> qvnt,e q w eTv8-Fet. 'tH t t Wf.Ali J%,ut,Ef4Tt#AA V*64)fT .
ntteternTred vossar 6 en,et Vrper. scesudM (arof * ,'f, ) K . M b l 5se e.44 m.t e e.42 1
, Leeh l' 4I t.1V 0 S'i _,
1 SSJ e ST . e.54 e.Ii d 2. 76 2-tF l 43 4 - C 1 9 4 4 1 *U) - 31 y ;P l J' 7-4 ve s.( 5 E.St } > OM 7 . N015s [fterPCC Acet.t.Enf1'ted *fp&tCM uns Fes*V!so Wt &
. cc m e Ntrte s. A d4 Milt . Ses W. " net *f .rWr54 # l l
fdADE BY VERiflED BY = 9 p 1.zi3
. -.. ,.;._.._.. . = .u....=._.......
' ~ % 7 UI
- 4. LOADING CRITERIA
- U 4.1 seismic Loads The maximum seismic loads to which the RER and CS Notors are '
subjected were determined from the results of analyses performed in References 8 end 9, respectively. In these studies, detailed computer models of the entire pump and motor assemblies were developed. Response sportra analys:,s was then used to determine the induced ' acceleration at each node location due to a SSE event. The nodal
- acceleration values output by these computer runs were used to find the. maximum seismic loadings by applying the following procedure:
- 1) In each of the X,Y, and I directions, the maximum acceleration occurring at any mode in each of .the two actor models was l determined.
- 2) The highest vertical acceleration occurring in either the RER or CS motor was then taken as the maximum vertical seismic load.
- 3) '
The SRSS was found forThe theI maximum I and I accelerations and I accelerations corresponding occurring in each motor. to the highest SRSS value were then taken as the horizontal seismic loads. The above procedure is conservative, in that the maximum seismic ' loads in the horizontal and vertical directions bound accelerations ir.
+ both the RER and CS actors. -
_ - _~ ' f
- The seismic loads applied in this analysis are:
Vertical (Y) 2.70 g Borizontal (X) 3.44 g Borizontal (3) 1.73 g
~
c
% _ = _ _ p=
These loads are input to the computer model of the CS notor as forces applied at the appropriate nodes. 1 A i 4.2 Magnetic and Centrifugal Loads
! If the shaf t undergoes a deflection relative to the stator frame,
, an unbalanced magnetic force will be induced between the rotor ll and stator cores. From Ref. 2, the radial magnetic force for the
!! core spray motor is 783 lb. for each 10% of the 0.045 in. radial air l: gap which the rotor is displaced. The magnetic coefficient for the lt RER motor is less (770 lb.): therefore, the value corresponding to the core spray motor was used in determining magnetic loads. '. .( 1 . . MADE BY - . T & g=y i vemato BY y-
- - ~ ace 8unt tuGION W.. . . = == = ==== :-.=. -. .
'.' %dmar Energy Business Operations ENGMEERING CALCutATKm SHEET esuumER DATE -
suaxcT_CHe e m #E
.w w a sua = .Mys ,vNiWe m y o , ,,. v .
av D8e sweet F or
- LeWWe hdp theue : ptr24tsss m m Li v . e te M N
, -% do*=s N'est- 4 t , d
- N # W' ' # 9 .
hht<edo ,,aMete : ,,eC a p t e e v e -t v@ c4 w/La7eb cvaen l
~,, n , u, , , ~~ ~ .e - m
' s m e. pom poh ue, ua wo um maets- man.
$~ uuto fuso' Osi.Jac. s195+1 coa. Fskret eP *,
(g
- vtrl 7+
. e1e24 psi-kS 97 M+
v + e+ e T rt.- NH h% N.4'1W *. J'h T M J% '3 46 CCS WW MO (f"l $ 4 @ M. 0$4 F*ter.o e c4 zu e CATT w W .f) fort 9s 4 4efft'2. /%' d T- Svos cy4.fr , tb40 t) tow.f fWress ~~91pid o.34 4 (. MADE BY - VERiflED BY e e., i.e. a ' l co..,mv.m>
.-...-.-..;.- . z - -- . . . = - - - -
. . . -. , . . p, ,
I *. sp F ' -
. .,. y
'.A , . me- 't- t..
t V := ' 3,-; . e d v .- ma . 103 h l t' l* A ?
'e I . 'y d NT ,
s " [' f a. A.' -
= ,
l. e W % E m
% s
-% w
- Nw l
-- w w x ;
1
' qe. .
m t 14 -4 ' D% , m
- ,,. N ,,
& p
.,- -4
- - - -- '_ ._a c e , 4 gI.-
so ' > J ; j j
~
**=. ,,,,,'-
4 !! 9
-- - . . . . p
... == -
, , z ,
I NOTE: E = 3e x sg8 w puneer ar e,,sse,g M88 ** 148 {
-- un < . w .}
. - U Ts iis e.szo m ses '
i lam'sesses ser urs aos-issa has r-FIG. B-9.1 DESIGN FATIGUE CURVES FOR CAR 90N, LOW ALLOY, AND MIGN TENSILE ,' STEELS FOR METAL TEMPERATURES NOT EXCEEDING 70lPF f ,
- TsMe I-9.1 Centales Tahulated Values and a Fennula for Accursie ;g laserpesamien et These Corws
. . - . . , , . . . . , . . . . . ~ . _ . . S$6 SatAY8A0% M7 W tNferf. L.,
arench is to use the tensue strength kdsber etrength trees, strees een. tron seder sesept:tely reverned ler satigue Balt) and, after deter. eentration factere associated with et benang stress are shown mening the asetten modulus et the changes of tape la the part are asi. gra en left an yng.11,in shape, to afply the proper t ser leads as wall as wtuch point represents the forinata. zowever, because bending tension leads. data freen one specimen.he efetu et the escalty en obtaining a Medales . Typleal et temperature en fa hatt and . l Talee $st the tensile stress strain surves gray kan tensue strength are in the la testa ofsmaD speclanens, are shown la Fig. St. Orsy iron does right. hand graph in . II, the computed at this manner ober Boottels law and the modu. Antal leading or onalleneas will usuaDy be somewhat lower than la tendon is usutu/ deterunamed cycles are frequently encountered la' the actual load required to rapture arbitrarily as the slope et the une designing parta et cast iron, and la te part. salees unfavorable reeld. eennecting the artgin et the stress. many instances these are not osa. stresses are present in the 88 ettsin tarve with the potat . pletely reverned loads. s of reg. part, be g of the e alarly repeated stress
- uon asu.
Elearstine of bron at frac. ngth. Bosne engineers use"the ally can be arpressed as a functaen ' tore h very (et the areer of slope of the strees strain tarve near et a mean stress and a stress range
.e the artgin der deteradatag me Whatever possible h destgaer to modalus of elasticity should use actual data froen the ha. .
As indicated in Tabie it, the med. $ sed intormation avallable. W1thout 60 e slas of gray iron varies considerably proctaely appilcable test data, an es. gg more than for aiost metals.Thas.In Ilmate of the reversed bendaag C"" 8
,,,,,r maing ebeerved strain to es!calete taugue lim!t of machined parts may '
s stress it is essential le measure the be made by using about 34% et the ' Iao r modulus of the particular gray iron minimum spectfled tenaue attragth 30 j'/ j specimen being considered.De nu. et the partleular gade of grsy nren 1 20 / // 7- _ merleal enlue et the modulas an being considered. Tnla is probably a Iorsion is alwa a less than in ten. safe value rather than an average
@7M.b# N elon, just as it fe for steel. et the few data avausble concerning oc 30 -
Bardanes of 1rtm, as mass. the fatigue limit for gray iron. e i l ared by BrtneD er testers, # 9 8 3 3 4 is an average result of the Soft Thhte 13. C.mparisme of B.ekvis 3.wi. See ., anot .6 so, am grsph!te in the tron and the metaule suas of GNr l'*- 881885emens y matrtz. Yartations in graphite seae DF G'*8h8'8 r g # "' and distribution wtU cause wtde war. am,,e p 'g[;, sees.e as.a.s. m Da er M'8$.s m.,*,,g lations in hardness (particularlv Tree d twins . ures Itockwen hardneas) even thougis " "'" " ' * * "M " U",m. od sAr 3 se et th tansGe C. stterneenag
- fta % the hardness of the metallic matriz a ....... gas e3(e3 ets ,
3a constant. To Illustrate this efect, a ...... . tas eJ ms . as 4D08 in. per in.) and hence is sel. the microhardness of h matriz et g . . . . . . 4Ao es dom reported. De designer,cannot of stma .S.ee of hardened lion as sea. re Pw"th mociw.n e mesa,e. 5"*"*fs
- s E- => ,
a
. u.se mnum ens elongsuon e m e ,s ue.uan usa uve. g = m meuan,mahownin g i< n ,g., ;; g g ;g in any "i""*s'i.a ai abes, etna, as correlatfo>n=is naa ,nttoat if any hardness =. g m*ie,v '
shown in Table 12. most gray trens be attempted, the earu. et,s:n.d an taw er ar em M =um.;r
, have bish tors:enal shear strength. graphite must be constant as to type eu.a s a not ' tra tarL.a.t. . w.t ama t Blany grades have torsional strength and amount in the trens being caen. 8P'8 smes C. orti.
88 8882**'3 C es to 64. b greater than some grades of steel. pared. It is recommended that Erin. This characteristic, along with low all hardness be amed than possilde. . notch senatursty, makes gray iron a Anap sultable material for anafung of Fetigue Unit la teverted range o[roximation stress on theoffaugue the efectof hart I
*4 , particularly in the may be obtained from 6.'agrams !
eartons Seeding
- grsdes ther tensue strength. such as F13. II. The tensUe strength :
. Most shafts are subjected to dy- Because fa timtta are expen. As plotted on the horisontal azt ts '
h mor* torsional stresaes and the de- sive to de e. the designer asu. represent the fracture strength an. signer should consider carefully the has incom te taformaten on der staue load (which corresponds t
] enact nature et the loads. For the property, ca18 N earves for to aero stress range).The revursed 30 ao .,
>* Fane s. hoe v.mah. reset
,g
(= ,.a_ g 4 B 85 So ..e~, ; c- ......e ~ I m %s% N e .o a e.w.. u.s -- .
,= g . . au . . .- .e. . ~ . s L
I .i .e .=. ~.. e 3. II.8th eoree'. e. W.*esore. I g,' k *** gg y k , T 1 N I .. -e-.I .. I
, g . ,;- ,,
. . %,c+.e .,ui a;:" F'" - - '--
T
- C O ,'.".*l;*"
l 1 e 7 "l' . l 1 e a ., e,e. . d eo soo eco soo soo .ooo e noo .oo soo .oo ao
- v. .. ..e ,.. . . , r e. . . . . . . . .e . . . . . . r s t~e c. .
pv ss. s.n - s ar.a et c -r-<r.r Im 2, 3J3 go. 8Jr F eJ2 8. 8JI CY.sJe #t. sJ7 o. s.vcm. (W.u-#Ideatta.
.1 v CoDos m em.ad Ja.n . O. am!st.e<<smProc. astm. Cm f'e'st)
- 41. 771. t ,
I _ _ ~l
,,-, ; DMW . g fa 4W ssemm is, omSION 1.- APPENDICES 9 ' O 8 9
I M 1 ' IE 1B ' " II
- ; .r IR
~
J l2 [l ..
's yj ll WR,EDBY y p 63 ;
i 2 V hE l
~
.$l L_
l
} /
a
>f>f 1
., c U+a g
b 5 l l TS - w. L a = nn
/ EI o ;
1 E 8 1 ll M 1J
// 1n l A Ily 2 3 i 1 a ..
; .- - g I
E
,f i $ l 1 4 f 1u st I i l a 1 . g , ,
a Ea
' ~
m *, ,. m NS
- g. . . .
STONE & CEQSTER ENGINEEQlNG CORPOQATION CALCULATION TITLE PAGE
*SEE INSTRUCTIONS ON REVERSE SIDE CLIENT & PROJECT PAGE 1 OF 'g L/ t.Co 6 f4cra.M.,IH w n ' CALCULATtON TITLE (Indicative of the Objective): O A CATEGORY (d MM P Lt., [OMPN(~ I TlkV6 k J k Y $ f ,$ %I - NUCLE AR SAFETY RELATED OII Om O OTHER C ALCUL ATION IDENTIFIC ATION NUMBER CURRENT OPTION AL OPTION AL J. O. OR W.O. NO DIVISION & GROUP CALC.NO. TASK CODE WORK PACK AG E NO.
Ilsoo.oz MM(eO 3 8 2.- CEC M/A
- APP ROVALS - SIGN ATUR E & D ATE REV.NO. SUPERSEDES CON FIRM ATION INDEPENDENT OR NEW
- C ALC. NO
- R EQ UIRED ( A_
PR E PA R ER (S)/DATE(S) REVIEWER (S)/DATE (5) REVIEWER (S)/DATE(S) C ALC NO. O R R E V. N O. YES NO YWA $5&& - O N/A V R tl . 'TITUS A.E NLW4 c/s/e6 6//o/83 M. %cvmwv s. dcksby
- //sj'g3
-)) ). '.hed (L Osinov$KV) c/efas
//A./jtcte
/h0-/.ek 4- /5- f3 4
DISTRIBUTION
- I I I I COPY GROUP l N AME & ' OC ATION l COPY SENT GROUP l N AME & LOCATION l SENT I 1 (A i 1 (A RECORDS MGT. l l l l FILES (OR FIRE l Ml bMMF/E SP l l l
FILE IF NONE) l l l TrowT FtLE6 l k. bMll6.f 20 l l f rob (GR A l l rn a N 'JF6T lT.tl. tit't>S 2Ef8 l Eti D t'Co W l l l g we7'm o l l l l gCT~lTtf fA($ Cast.f l l l l l l l t I I l
.~.
_ m . . . . _ - _ . . _ _ _ . _ . . . . - . . ... _.m. _ ____ _ _ .._ . ._ . e- ' CALCULATIO'i # II600.02 tet(B) 382 CZC FATIGUE EVALUATION OF FOUR REPRESEtnATIVE CO!!PONEf4TS REVIEH STATEMENT s 1HIS CALCULATION HAS BEEF 4 REVIEHED IN ACCORDANCE HITH EHTP 6.26 i AtQ HAS FOUFC TO BE ADEQUATE. THE HETH00 CF REVIEH UTILIZED [ HAS (CIRCLE Oriel: ' A. CCf1PARISON HITH A SIMILAR PPEVIOUS CALCULATI0tff40. j
- REVIEN OF CALCULATION.
C. ALTERt4 ATE CALCULATION NO. L. G 93 QE V f, e & S__ (SECTIONS /:"
., .E.I,. ER df , /O[ @ 3 3
+
(AN INDEPE! CENT REVIEH IS F10T REQUIRED FOR THE SHOREHAH PROJECT) N 2 E v S CQ 00 to O L I ' (*v b D s 01 - i. 4
.. - - _ _ . _ = - - - - _ . .- .-
0-CALCLtATIOt 8 11600.02 tet(B) 382 CZC FATIGUE EVALUATICH OF FOUR REPRESENTATIVE COW ONENTS TABLE OF CONTENTS FATIGUE EVALUATION OF FOUR REPRESENTATIVE CotPONENTS LILCO SHOREHAM PRELIH. PAGE PAGE TITLE PAGE A-1 1 REVIEN STATEMENT A-2 2 TA3LE OF CONTENTS A-3 3 i REVISION STATUS TABLE A-4 4 INTRODUCTION A-5 OBJECTIVE A-10 ASSUtPTIONS A-11 HETHOD OF ANALYSIS B-1 7 DESIGN ItPUT C-1 9 HATERIALS A!S PHYSICAL CONSTANTS C-t 8
* ,0I REFERENCES C-}
Sut!ARY OF RESULTS D-1 Ib CONCLUSIONS D-4 I fe SECTION E RBCLCH HEAD tat 4<S E-1 I SECTION F GOULDS HODEL 3196 ST SIZE 1 X 1.5 - 6 REACTOR CORE I!OLATION COOLING PLAP F SECTION G STRUTHERS HELLS CORP BOOSTER HEAT EXCHA!tGER G Yb SECTION H VELAN 10" FORGED BOLTED BottiET CATE VALVE (IttCLUDItG THE HARMED-UP VENDOR # CALCULATION 3 H-1 b
l t .' S D- 600.02 NM(B) 382 OZO
~
e 1 i 9 b t-4 i 4 I y -.,we-
, 5- 3
! 5
- E
=
V*
- s- ._ _ ____
5- 48 5 4 - m A Q D 0 % M t g N j g 5 %4R _ ... . . ._ - . . - - . - e. uuB ow w ee H e ,- w if
-W" em
$ 5m 5 ge OH zua .
Bn H UE 4
- US h a$ 5 SE
- -w a H
cad
.a no g 65 = '
Sw
~
~' " -
U" lSa.
<g
. b_,d, ,w _ _ ___ _ _ . _ Uw Mo L U __ h O Df
*~
305Ss mws s. . . . . , . - i s
3 CALCULATI0ti s 11600.02 tei(B) 307 CZC FATIGUE EVALUATICri CF FOLA REPRESEtITATIVE COPotIENTS INTRODUCTIOrt/CSJECTIVE IT IS NOT GENERAL PRACTICE TO AfttLYZE COtPCtfENTS FCR FATIGUE EFFECTS LTLESS THE COMPCTIEffT IS AN ASME CLASS I CC!PONEtiT OR CLEARLY REQUIRES SUCH AN A!t"1YSIS TO SATISFY tiORlW. GPERATItG CYCLIC STRESS REQUIREf!ENTS. THE ADDITICri 0F HARK II OR HYDRCDYiW!IC LOADS. HAS RAISED CCitCERif THAT SRV LOAOItG COULD CONSIDERACLY CHAtiGE THE ASSUIPTIO*4 THAT FATIGUE IS tiOT IIFCRTAtIT FOR CotPOf4ENTS OF A i:UCLEAR Pol:ER PLAtif. SRV iSAFETY RELIEF VALVE) LOADS OCCUR A FU CER OF tit!ES TERCUGH-OUT THE LIFE CF THE PLAT {T Arc ItF03E SIGNIFICANT OSCILLATItG ACCELERATI0tG ON CC!PCriENTS. THE t;RC HAS REQUESTED Att EVALUATICri 0F THE POTEffTIAL EFFECTS OF FATIGUE DUE TO SRV CYCLIC LOADItG Cri THE DYNMtIC QUALIFICATI0tf CF PLANT EQUIPl!ENT. TO SATISFY TilIS REQUEST. FOUR CCfFCliENTS HAVE DEEN CHOSEN FCR EVALUATICN. SRV FATIGUE EFFECTS HILL ACD TO THOSE FR0!! OTHER DYtlAffIC LOADS DUE To t:CRitAL OPERATION, EARTHQUAHE AtG LOCA. THUS ALL DYNAftIC LOADS ARE CCtGIDERED IN THIS AtlALYSIS IT IS THE PURPOSE OF THIS REVIEH TO CCttSIDER OrlLY THOSE CCtFotIENTS THAT HAVE BEEN QUALIFIED BY AtlALYSIS. CCfFCHENTS QUALIFIED BY TEST HILL DE TREATED IN A SEPARATE REVIEH. _ 9
. . - . . - . . . - . . - - - - . . - . - . _ - _ _ . - , .. _ ~ . .
. .._ - . . . _ - .. ... . . _ . . . - .- ~ ~ -._.. -
CALCULATIOt 8 II600.02 te4(B) 382 CZC FATIGUE EVALUATIO*t OF FOUR REPRESENTATIVE C0tPONENTS i ASStRPTIONS
- ' Il THE FOUR CO*PotiENTS HAVE BEEN SELECTED BASED ON THEIR POTEtRIAL ,
FOt SRV FATIGUE EFFECTS. Att EFFORT HAS BEEN HADE tCT OtLY TO PICH . REPRESENTATIVE CCtFONENTS BUT COtPCitENTS HHICH REPRESENT
- HORST i CASES". THE REPRESENTATIVE Are
- HORST CASE" t!ATURE OF THE COFONENTS CHOSEN IS AN ASStRFTION BACHED UP BY SELECTION CRITERIA DISCUSSED IN THE *HETHOD OF ANALYSIS" SECTION.
- 3) IT IS ASSUtlED THAT *ASSE! SLY" BOLTS HAVE BEEN PRETEfGIONED TO AN EXTENT CONSISTENT HITH GOOD HActINE DESIGN. THESE ASSE}CLY ,
BOLTS ARE THOSE THREADED FASTENERS HHICH C0t24ECT COtFO!IENT t SUB-ASSE!SLIES. FOR THE PURPOSE OF THIS EVALUATI0tt THE PRETENSION 4 ASS 12tED IS 70% OF THE tA.TIHATE STRE!GTH OF THE BOLYItG (REF 40 PAGE 6 3. PRETEtGI0tt IS tCT ASSU!!ED FOR COFOMENT EISE0HENT BOLTS. I C0!iSEQUENTLY ASSE!'CLY BOLTS 00 tCT HAVE STRESS CCtCEtiTRATION FACTORS APPLIED AS L0ts AS THE CALCULATED STRESS DOES PCT EXCEED THE PRETEfGION STRESS. EPSEDt!ENT BOLT STRESSES DO HAVE STRESS C0ftCENTRATI0tt FACTonS APPLIED BECAUSE PRETEtGIONItG A!C HAINTENANCE 3 OF PRETEtGION OF THESE BOLTS IS NOT EXPECTED. t t i l 4 i M 9 e i I _. ._. _
--- ~ .- _ _
m_ _ _ __ _ .. _ _ m . _ ; _ _ . CALCULATI0tt 8 II600.02 t@ttBI 382 CZC FATIGUE EVALUATICil 0F FOUR REPRESEt(TATIVE CotPONENTS METHOD CF AttALYSIS FOUR COMPONENTS HAVE BEEN CHOSEN FCR FATIGUE EVALUATION. THESE HAVE BEEtt CHOSEN BASED off REVIEN OF STRESS ttARGItG APO BASED CN BEItG LOCATED IN AREAS CF THE PLANT MIERE SRV LCADS ARE KtGl4N TO BE ltOST SIGiiIFICANT. THE HEAD TAfH HAS DIOSEN BECAUSE IT IS THE OriLY SIGNIFICANT TANH I?GICE THE REACTOR BUILDItG. THE LOOP LEVEL FUt1P AfD THE C00 STER HEAT EXQiAtGER BECAUSE THEY ARE tt0UNTED AT EL 8 0F THE SECatcARY Cat (TAItttEt4T. 82iERE SRV L'OADS ARE LARGE. THE VELAN GATE VALVE HAS CHOSEtt BECAUSE IT HAD BEEN IDENTIFIED AS CtlE OF THE t!OST SEVERLY LOADED VALVES BASED ON AN EXTEtGIVE REVIEll 0F VALVE QUALIFICATION LOADS. ' FATIGUE EFFECTS HAD NOT BEEN CCitSIDERED IN THE STRESS CALCULATIONS FOR THESE C0tFO*iENTS. H03(EVER THE FCUR CCHPONENTS HAVE ALSO BEEN CHOSEN BASED ON THEIR FOTEtITIAL FCR OPERATItG LOADS CotiTRIBUTItG TO FATIGUE. A PUtp HAS BEEff CHOSEN BECAUSE OF THE POTENTIAL FOR ROTATItG INERTIA LOADS. A VALVE HAS CEEN CHOSEN BECAUSE OF THE POTErlTIAL FCR OPEtVCLOSE LOAD CYCLE FATICUE. THE HEAT EXCHAtGER POTEffTIALLY HAS SYSTEH AND FLOH TRANSIENTS THAT HAY C0tf7RIBUTE TO FATIGUE. THE FIRST STEP IN TNE EVALUATION OF EADI COMPONENT IS TO IDENTIFY HAJOR STRESSED APEAS. THIS IrlVOLVES 50!!E JUDGEttENT IN THAT THE ORIGINAL CALCli.ATICt:S !!AY NOT HAVE CCriSIDERED STRESS CONCENTRATI0tG IN THE CHOICE CF AREAS TO BE TREA1ED Iti THE CALCULATIOff. THUS A PORTICH CF THE CottPCtlENT HITH LC11 STRESSES BUT HITH HICH STRESS CONCENTRATIOff,ifAY HAVE BEEN NEGLECTED. THE CCitPCtIENT DESIGN IS REVIEHED FOR SUCH AREAS AtB STRESS CALCULATIONS ACDED AS NEEDED. , THE NEXT STEP Irl THE EVALUATI0tl IS TO SORT OUT IDtAT PORTION OF EACH STRESS IS C0tiTRIBUTED BY EACH LOAD CASE. STRESS CCt!PONENTS OUE TO OSCILATIts LOADS AGE SPLIT CUT. 20RtML CPERATIrlG LOADS HOULD TYPICALLY HAVE THE POTEtiTIAL FCR THE LARGEST tlurEER OF LOAD CYCLES - INERTIA AND PRESSURE LDADS OUE TO ROTATItG EQUIPttEtiT. FLUID TRAftSIENTS DUE TO SYSTEll OPERATItG CYCLES. VALVE OPEtVCLOSE CYCLES ETC. ItARM II SAFETY RELIEF VALVE LOADS tJtE C0!GIDERED NT!!AL OPERATItG LOADS IN THAT THE REACTOR CUILDItG HILL SEE LOADS CUE TO SRV CPEt1ItG A t?Jt3ER OF tit!ES THROUGtt0UT THE LIFE OF Tl!E PLANT. CPERATItG CASIS EARTHOU?HE LOADS ALSO " ~ FALL ItiTO THIS CATECCRY. OTHER OSCILLATItG LCADS INCLUDE FAULTED LOADS SUCH AS THOSE CUE TO THE DESIGil BASIS EARTHQUAME. NEXT, A FCf 3ER OF CYCLES 10ST BE ASSIGN!D FCR EACH ALTERNATItG LOAD. THE C01:PCriEtiT DESION REPC'?T. DESIGtt SPEC. FURCHASE SPEC SYSTEtt DESCRIPTION.tTt SYS1 Elf LESIGli SPEC ARE DE Co*tSULTED TO ICErlTIFY trutt!'.AL CPERATItG CYCLES. THE ECUIVALENT t:UtCER OF PEAM SRV ACTUATIOtG HAS EEEN DETERitIriED FCR THE SHCREHA:t PLAriT TD E,E 900 EVENTS. THIS trJOER CCt!ES T 4 9
CALCtA.ATION 8 11600.02 teitB) 382 CZC FATIGUE EVALUATICN OF FOUR REPRESENTATIVE C0tPONENTS FRCit A CALCULATION OF SRV STRESS CYCLES FOR SHOREH44 PIPItG ANALYSIS (REF CALCtlI600.02 PP(B) 450 FG). IN THIS CALCULATION THE FULL PAtCE OF SRV ACTUATIOtG ( Arc CORRESPotCItG SUBSEOUEhT ACTUATIOfG) ARE CotGIDERED. HAlfY "LCH LOAD" SRV ACTUATIortS. SUCH AS A SItGLE VALVE ACTUATIcti. OR FOUR VALVE ACTUATI0tt. OCCUR HANY ttCRE TIHES THAtt THE 900 CALCULATED EQUIVALENT PEAK EVENTS. THE PUSER OF EQUIVALEtiT PEAM CYCLES FOR EACH SRV EVENT IS CALCULATED BASED ON A HETHOD OERIVED FRutt ASt:E III NB-3653 At:D SUtstED TO THE 900 TOTAL. THIS HETH00 "DERATES" A TYPICAL LCH-LOAD FUSER CYCLES TO A LCHER EQUIVALEt4T IUSER CF CYCLES AT THE HIGHEST SRV LOAD (SRV 11 VALVE ACTUATICit). A SIHILAR TREATHENT OF THE LOCA EVENT YIELDS A REQUIREttENT TO DESIGN THE PLANT FOR A SItCLE PIPE BREAN (REF
- 11) HHICH PRODUCES UP TO 200 EQUIVALENT PEAM " CHUGS" TI:E t& CER OF DESIGN CBE EVEffTS FOR THE SHOREHAH PLANT IS S. THE flUtBER OF DESIGN DBE EVENTS IS ONE.
EACH APPLICATION OF A DYNAHIC LOAD HILL EXCITE AN OSCILLATItG RESP 0ttSE HHICH HILL OCCUR DURItG THE EVENT AfD DAttP OUT AFTER THE EVENT. AN EQUIVtJ.ENT tutBER OF PEAM STRESS CYCLES ituST BE DETERNINED FOR EACH DYNAltIC EVENT StAttIrG DVER ALL THE CQP0tiENT OSCILLATI0tG. THIS MIALYSIS HAS BEEN PERFORt!ED FOR PI?ItG (SEE THE ABOVE REFEREttCED CALCULATION) Atc HAS DEEN FOUtD TO BE DEPEtOEtiT UPON CCtPONEtiT FREQUEtiCY MO STRESS LEVEL. FOR TYPICAL STRESS LEVELS IN PIPES THE UPPER BotAD Ott THE NUtBER OF EQUIVALENT HAX STRESS CYCLES HAS DEEN F0ute TO EE .3333aFN PER DYNMtIC EVENT. FOR THE PURPOSE OF CO tPCttENT EVALUATIOttS. THIS RELATIOff HILL BE ASSUltED TO APPLY FOR ALL DYNMtIC LOADItG. THE EQUIVALENT tutBER OF PEAK STRESS CYCLES FOR EACH LOAD TYPE IS THE PRODUCT OF THE NUISER OF EVENTS PER LOAD TYPE Atc THE NUICER OF EQUIVALEt{T PEAM STRESS CYCLES PER EVENT. AT THIS POINT STRESS LEVELS Ato CORRESP0t0ING FUSER OF CYCLES AT THESE STRESS LEVELS ARE AVAILABLE. STRESS COtlCENTRATICit FACTORS ARE
, APPLIED TO EACH STRESS C0t:PattEtiT APO USAGE FACTORS ARE THEff CALCULATED.
USItG AS!!E III te-36S3 AS A CUIDE. AT EACH STRESS POINT THE USAGE FACTORS ARE SUt3tED OVER ALL LDAD CASES Atc THE SUM ttUST DE LESS THAff 1.0 {9 I
= . . . - . . -. . -. ._-. _
P CALCULATION 811600.02 tet(B) 382 CZC FATIGUE EVALUATION OF FOUR REPRESENTATIVE COPPONENTS i DESIGN It@UT
- 1) THE HUteER OF DBE EVENTS TO BE CONSIDERED IS ONE. THE PU BER OF DBE CYCLES IS 10 (REF 10)
- 2) THE HLASER OF OBE EVENTS TO BE CONSIDERED IS 5. THE tueER OF OBE CYCLES IS 50 (TOTALI (REF 103
- 3) THE tu eER OF SRV CYCLES TO BE CONSIDERED IS 900 ItLTIPLIED BY THE C0tPONENT NATURAL FREQUEtCY DIVIDED BY THREE (REF 8.9)
- 4) THE POWER OF LOCA CYCLES TO BE CONSIDERED IS 200 MJLTIPLIED BY t THE C0t@0NENT HATLTAL FREQUENCY DIVIDED BY THREE (REF Ill
- 5) EARTHQUAHE APO HYCRODYHANIC ACCELERATIONS ARE TAMEN FRON THE STRUCTURAL DIVISI2( CALCULATION (REF 13) Ate EtiGINEERING HECHANICS DIVISION CALCULATION (REF 123 1
4 m
CALCULATION 8 11600.02 804fB) 38 CZC FATIGUE EVALUATION CF FOUR REPRESENTATIVE CD PctENTS HATERIALS AFC PHTSICAL CONSTANTS THE HATERIAL PROPERTIES USED IN THIS CALCULATION ARE THE FATIGUE PROFERTIES CF THE CC:PONENT ffATERIALS. THE FATIGUE CURVES IN AS!!E III (REF 5,6) ARE USED FOR MATERIAL FATICUE CHARACTERISTICS. e e~M o
\
V
CALCULATION 3 11600.02 tal(B) 382 CZC FATIGUE EVALUATION OF FOUR REPRESENTATIVE COIPONENTS REFERENCES (1) CALCULATION 3 11600.02 taffB) 25 IA " DESIGN CALCULATION FOR THE RBCLCH HEAD TA!4KS IP42mTH 026 A1B (2) GOULDS PU!!PS,IrlC DOCUttENT 8 HE320 *SEISHIC STRESS AttALYSIS OF ASHE SECTI0tt III CLASS 2 PUt!PS - REACTOR CORE ISOLATION COOLItG SYSTEH LOOP LEVEL PLAtP", DY HC00ftALD EtG ANALYSIS CO. 4-9-76 (3) STRUTHERS HELLS REPORT "SEIStfIC AtELYSIS OF BOOSTER HEAT EXCHAtiGERS" 31-79-06-33475, 1-18-80
!4) VELAN EllGIrlEERItG CALCULATICH 3 SR-6082 "SEISHIC AttALYSIS OF 10" FORGED ECLTED C0ttlET GATE VALVE, AS'tE CLASS 300 LB. CARBON STEEL FAJCLEAR CLASS 2" (5) ASt:E III t.PPEt0IX I FIG-I-9.1 "DESICH F ATIGUE CURVES FOR
- CARBON, LOH ALLCH Arc itI0H TENSILE STEELS" >
- (6) ASitE III APPCfDIX I FIG-I-?'2 " DES 1*sM CtAtVE FOR AlfSTENITIC STEELS,
. [ ,
i4ICHEL-Cit 20!!IU:1-IRON ALLOY,tiICHEL-IRON-CHROHIUH ALLOY Ato IIICHEL-C0rPER ALLC(" (7) ASHE III 3ECTION t0 PARA. 70-3222.4 " AttALYSIS FOD CYCLIC - e CPERATI0t!" _ (8) CALCULATION # 11600.02 tiP(E) 450 FG " EQUIVALENT STRESS CYCLES FOR
/
PIPI!iG CO*PONEriTS - FATIGtJE F'lALUATION OF SRV AC10ATI0f tS" (9) "STPESS RESP 0tiSE IN HIGH FREQUEt4CY RAtr.E -' SIMPLIFIE0 PULTI DEGREE OF FREEDC!t SYSTLH UttDER tJ2BITRA 2Y StTPORT ACCELEPATIO*1 TIME HISTORY" , r (ATTACHitEMT 2 TO REF 83 4- 'i (10) STAT:DARD RrVIiH PLAtt SECTICf 3.7.3 "SEIS!!IC SUBSYSTEH ANALYSIS" SECTIct: II-2-B "DETERifIt*ATION OF t"Jt23FR OF EART:1QUAME CYCLES" r- /
~
(11) "ACRS INFORMATI0ft REQtF.ST, !!ARN II PCOL DYNAllIC LOADS", LETTER FF0H H.CHAU, HARK II CaiERS GROUP CHAIRHAM, TO HR. M.HNEIL, CHIEF - ' CEt!ERIC ISSUE
- E, rat!CH,FRC, JULY 0, 1981 -
\
(12) CALCULATION 3 11600.02 f3t(B) 215 " DESIGN BASIS AlfPLIFIED RESPONSE ' E '
*PECTRA FOR THE SHORCHAM NUCLEAR;PO?ED STATION"
\
(13) CALCULATION 3116C0.02 NS(BI-092 - STRUCTURAL DIVISION CALCULATIGN
- O, 9P
- c. . - ., .-.a .~ . , , . .~ ~
.. v ; .- , .. - .-
p- , .
, e s~~ y-,r; ,_ ,
3 y ,
.O ; ;,,6
- j . > ,
.k- ( < f f >s
- ^
- s Q-/ S ,-
'e' a
~
,8 -:u , -
, , _~ _
y- ,.
^
, p- .%
p 4 g ,
-,4 y , .-
CALCUL'ATI0tf a 116"*.C2 FGHBB 382 CZC
~
+
% ~
~
-, -./ FATICUE EVAltJATI0t4 CF FO*? REPRESEtITATIVE C0t70tiENTS -
['
- \ ,- .. x ~ ,<
< a leiICH GENERATEb C0riFIRHATORY (HYDE 00YNAHIC) ARS y n ~2. ~ ~
)
~
l' s (14) CALCt%.ATION s'11600.02 fCT!S) 254 " PIPE HCUNTED EGUTPHE?iT LOADS" s (15) " SPECIFICATION TOR LCOP LEVEL PtAtPS" ti9 SH1-235. ST0t4E1HEBSTYR EftGR. CORP. 5-28-80J l (16) REV 6 OF THE SEISHIC DATA SHEET DATED HAY 1982. CALCULATION <
#11600.02 tot (B) 381 CCC (17) ASilE CODE. SEC III. DIV I. SUBSECTION te 1980 (16) " STANDARD HAFOC00K FOR HECHANICAL EttGINEERS". BAUHEISTER A HARMS. SEVENTH EDITION. HCCRAH HILL (19 3 "HAfiUAL OF STEEL CONSTRUCTION" SEVENTH EDITION. AMERICAN IriSTITUTE OF STEEL C0ftSTRUCTION IttC.
(20) "FORHULAS FOR STRESS AfD STRAIH". FOURTH EDITI0ti R.J. ROARK. IfCGRAN HILL (21) "FORI'ULAS FOR STPESS At0 STRAIN". FIFTH EDTI0tt. R.J. ROARM. HCCRAH HILL (22) " DESIGN OF HELDED STRUCTURES" otter H. BLODGETT MAY 1972 PRINTING. THE JANES F. lit:COLtl ARC HELDIFIG FOUteATION. CLEVELAfD 01I0 (23) "STRUDL-SM USERS HAPUAL" (ST-346) APRIL 1980. REISSUED AUGUST 1982. P.A.RAffCOURT (25) "HECHAftICAL VIBRATI0ftS". THIRD EDITION, J.P. DEN HARTOG. IICCRAH HILL (24) !!Ef t3 TO RICM GAUTHIER FROH P.TITUS/tt.YE0VASNY DATED 4-22-83 At0 RESP 0t!SE BY J.PCMERS DATED 4-22-83 TRArtS!!ITTING THE LOCP LEVEL PUt:P EXPECTED CPERATICitAL SEQUEtiCE THROUGHOUT THE LIFE OF THE PLAtiT. (28) "1977 At21UAL COOH OF ASTil STATOARDS". PARTS 1 THROUGH 48. A!!ERICAN SOCIETY FOR TESTIltG Atc itATERIALS. PHILADELPHIA. PA. (29) ItATERIALS SELECTOR GUIDE FOR 1973". IIID SEPTEtCER 1972
= ~
1
CALCU.ATI0tt 8 11600.02 tetIBI 382 CZC FATICUE EVALUATION OF FOUR REPRESENTATIVE C21P0tiENTS (31) SPECIFICATION FOR THE REACTOR BUILDItG CLOSED LOOP COOLING HATER AfD SPENT FUEL POOL C00LItiG HATER HEAT EXCHA.4GERS. NO. SH1-190 SitEC. 7-19-73 (32) CALCULATIONS NO. 11600.02-AX-3AR-1 DATED 2-2-80 Ate 11600.02 AX
-33N-3 (33) AS!!E III, DIV I APPEt0IX I,1980
- (34) CALCULATION NO. 11600.02-NS(BI-092 "CONFIRHATORY ARS" (3S) CALCULATION HO. 11600.02-NStB)-20-JA. ARS TAPE NO. 001816 (36) CONFIRHATORY SPECTRA FOR EQUIPHENT, DOCHET NO. 50-322, OCT 1981 (373 PIPE STRESS. PIPE SUPPORT. AtID DUCT SUPPORT CRITERIA DOCUMENT FOR THE S110REdAH tCCLEAR PCHER STATION, SHEC 1981 (38) hat 0AL OF STEEL CottSTRUCTION. AISC, SEVENTH EDITION.1973 (39) "!!0CERN FLAttGE DESICit" BULLETIN 502. TAYLOR FORGE. FIFTH EDITION 1964 (40) SPECIFICATION FOR STRUCTURAL JOINTS USING ASTH A-32S OR A 490 BOLTS AISC,1978 (413 CALCULATION C12846.19 tei(B) 84 IA " REFUELING HATER STORAGE TATE" m
ne 1 1
CALCULATION 3 11600.02 ret (B) 382 CZC FATIGUE EVALUATION OF FOUR REPRESEtiTATIVE C0tPONENTS DETERMINED THAT THIS PARTICULAR VALVE IS ONE OF THE HOST SEVERLY LOADED 114 THE PLANT. ITS RELATIVELY HIGH USAGE FACTOR IS EXFECTED TO BE ONE OF THE LARGEST OF ALL VALVES IN THE PLAtU
-- StAttARY OF USAGE FACTORS --
COFF0tiENT MAX USAGE FACTOR R8LCLCH HEAD TAtH .064 LOOP LEVEL PUlP 0.0 (BELOH EtCURANCE LIMIT) HEAT EXCHANSER .063 10" GATE VALVE .3S IT IS EVIDENT FROH THIS STUDY THAT SRV FATIGUE IS NOT A PROBLEH FOR THE FOUR C0ttPONENTS EVALUATED, ALSO BASED ON THIS REVIEH IT CAN BE SAID THAT FOR SRV FATIGUE TO BE A PROBLEH FOR OTHER EQUIPHENT IN THE PLAT 4T, THERE HOULD HAVE TO BE Art IIPLAUSIBLE COINCIDENCE OF* A) LOH STRESS HARGINS FOR SRV TYPE LOADItG B) LOCATIOtt MITHIN THE PLANT MiERE SRV LOADS ARE SIGNIFICANT Cl C0f'PONENT FREQUEttCY RESPONSE THAT HOULD A!PLIFY SRV LOADS DI LOH COIPONEtIT DA!!PII:G THAT HOULD SUPPORT THE ASSUtPTION OF FtV3 CYCLES PER EQUIVALEtIT PEAN SRV EVENT El FATIGUE DERIVED FAILURE ItECHANISHS THAT HOULD LEAD TO UttACCEPTA3LE CONSEQUEtCES. F) IttPRODABLE POOR HATERIAL DEHAVIOR ADHERING TO THE STATISTICALLY CONSERVATIVE DESIGil FATIGUE S-N CURVES (REF S,6) _ ~ g l --
- . _ _. . . m . . . _ _ . _ _ , _ . . . _ . . . _ _ ~ _ . _ _ _ _ _ _ . - . _ . _ . ._ _
CALCULATI0tt 8 II600.02 tit (B) 382 CZC FATIGUE EVt1UATI0tt OF FOUR REPRESErfTATIVE C0tPCNENTS SIMMRY OF RESULTS
.THE FOUR COOFONENTS CHOSEN FOR REVIEH HAVE BEEN LOOKED AT IN SUFFICIENT DETAIL TO DRAH CONCLUSIONS AS TO THE EFFECTS OF FATIGUE
- ON THESE PARTICULAR COlPONENTS. NONE OF THE F0lst HAVE BEEN Foute TO FAIL THE CRITERIA ESTABLISHED FOR THIS REVIEH.
THE TAtM THAT HAS EXAMINED IS AT EL ISI IN THE SECormARY CONTAItttENT l#4ERE SRV LOADIts IS RELATIVELY SitALL. OVERTURNING H0HENTS DUE TO SRV BARELY OVERCONE THE TAtM RIGHTING H0HENT.THUS ANCHOR BOLT Ate CHAIR STRESSES ARE LOH. EVEN HITH THE FAIRLY HIGH STRESS Cot'CENTRATIONS THAT HERE APPLIED TO THREADS, HELDS. AND HOLES AT THE HOLD-006N DETAILS. NO FATIGUE PROBLEM MAS IDENTIFIED. ACTUAL N0ZZLE LOADS ARE SttALL. N0ZZLE STRESSES HERE CALCULATED BASED ON HElBRANE+BEteING+ DISCONTINUITY STRESSES Are HERE HELL BELOH FATIGUE ALLOHABLES. THE LOOP LEVEL PLAFS ARE AT EL 8 IN THE SEC0 TEARY CONTAItttENT M4ERE THE SRV ACCELERATIONS ARE SIGNIFICAtlT. THE GOLEDS PUFFS ANALYSIS HAS BASED ON STATIC GS MtICH ENVELOPED THE SRV PEAN (FRJLTIPLIED BY I.31 BUT REVIEH OF THE FREQUENCY CALCULATIONS ItDICATED ZPA VALUES HERE AFPROPRIATE. MITH THE LOHER G Vt1UES APPLIED ALL THE STRESSES HERE HITHIN FATIGUE ALLOHABLES. SRV LOADS HERE Foute TO HAVE A NEGLIGIBLE ' EFFECT Ott ROTATING PARTS. THE BOOSTER HEAT EXCHANGER HAS ALSO FOUND TO SATISFY FATIGUE CRITERIA. THE VEtDORS REPORT HAS SUPPLEHENTED SUBSTANTIALLY. ACTUAL PIPE LOADS
- FRON AX CALCULATIONS HERE USED TO QUALIFY LOHER N0ZZLE STRESSES. USAGE FACTORS HERE FOUt0 TO BE SHALL. ANCHOR BOLT STRESSES HERE SHOWf TO BE BELOH THE EtDURANCE LIttIT OF THE BOLTING HATERIAL.
THE 10" VELAN GATE VALVE HAS Foute TO HAVE THE HIGHEST TOTAL USAGE' FACTOR ITOTAL U =.353 0F THE FOUR COMPONEfffS REVIEHED. THE YOHE ASSEtDLY HAS THE LIMITING ELEHEtiT OF THE VtLVE At2 HOST OF THE STRESSES Iti THE YOHE HERE FROM SRV. (THE SRV USEAGE FACTOR ALOME HAS .33). THE VALVE OPERATOR HAS QUALIFIED BY TEST AfD THUS HAS NOT INCLUDED IN THIS REVIEH. THE I
~ FREQUENCY USED TO CUA!ITIFY THE ff)HDER OF REQUIRE 0 SRV Ato LOCA CYCLES HAS THE C0!BItED FUtOAlfENTAL HATURAL FREQUENCY OF THE VALVE Are PIPE.
' THIS HAS FOUtD TO BE 36 CPS, OtLY SLIGHTLY LCHIR THAtt THE VALVE ALONE MCCPS) CECAUSE OF RIGID SUPPORT CotDITIOltS OF THE PIPE IN QUESTION.
icRtfAL CPERATIllG STRESSES DUE TO CPEtVCLOSE CYCLES DID NOT CONTRIBUTE TO FATICUE. THE VALVE 1:HICH HAS ST'JDIED IS IN A SYSTEli MiICH OtLY CPERATdS AFTER A LOCA. BASED Ctl A REVIEH OF. PIPE HOUtiTED EQUIPi!EtIT ACCELERATI0ftSe IT HAS W
- w. - - - -- - , . . . .
- . . . - - . - - - . . - - . - - . ,. .- . . - - - - , . . - . . ..~. - ~ . . - . - - -
CALCULATION 8 II600.02 tettB) 382 CZC FATICUE EVALUATION OF FOUR REPRESENTATIVE COIPONENTS CONCLUSI0ftS THE FOUR COPPONENTS CHOSEN HERE JUDGED TO HAVE A HIGH POTENTIAL FOR SRV FATIGUE EFFECTS AfD FCR ALL FOUR THAT HERE STUDIED. SRV FATIGUE HAS tiOT FOUtB TO BE ItPORTANT. ALL FOUR C0tFONENTS HERE FOUPD TO SATISFY THE SRV FATICUE STRESS CRITERIA ESTABLISHED FOR THIS STUDY HITH NE HARGItG. 3 1 1 - 6
=
f U 4 H 4, s b i
il lll'll l1I lI i{,l) 30 1a8. , to 2f.mEv C0m ONO i A l
. >CM %
S T N E N O 4 1 W 1 T O - N CC 1 E Z H t e CE S t V I 2I C A 8T E T 3A P N
)
T N MS P O C S U F A , T (8ES O TB Y I 1 E & R T 4 R f H DA : A P E E A Te . 2E I E6 At P
- 0. R N V H2 a O E 0 DC Y 0R I R H EE B 0U T CH TS 6C C E LT A D 1F E U Cm CI E 1 S G S2 OS R F I R4 LI A 8O T P P A EI N E NH F H O R OC T . I P II O T TT N A AA V LU LL N
R E L CA A E LV H AE C E ' U G I T A F 1 _ - 1 i
STONE & CEBSTER ENG'P'.EERING CORPORATION CALCUL ATION SHEET e/
& S010 65 C ALCUL ATION IDENTIFICATION NUMBER
[ J.O. O R W.O.I40. DIVISION & 3ROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE ll (200 . O '~l- YM Y Y 2- bW E-I MoahTd-G -omM G4;Owebh y
.-..--(---.--...--. - -.- - - - . - - - --. - - - - -
5 N/4 }Oc.IbP P_,o LT S ' l l Nount. D e>E_ . 9sE #4.V ! Loc, A cnus i,3c I l 0%e t- to ) (Mce. 5 -ic0 f srew, cove l o. o SS,Ylo sG 72x> .o.o ! o. o (VswEb = SSS)
^uaowecw) oo SGoo 3500 Ix .
w i Wqosen cyws o so Io t 25'90 l 574-
.hn s 2. m . ze, M/1 USA 46 FK@% D 1 , Of f ,OOy , ,
C> 1bik U= 0171& 4 l. o ro k raice sner cosr 4eove ems e e.e,L o c.e._ % e_ s. e.v coc.g GTRff5, fu G !
" seu c.~e. ', 588, + Ns2. s ; (+ss 2.2 o.o o,o Anaen = ssig. l ** @ V hMov>ksw n 1o T ~ lo & c73 es (Tct rfg i u
Vuo ncns c w es, O So IO 2580 574
," uvee cuan 0,o , ocar : ieaoI -
ro +at0 <d I o ! i
,, GLak o & MevP tdlo6 aux lyA% W Q
',', ! powe. 0% i %e wV tec.A
@ Yc 3'he Z3'T62 25182 2318 t- '2 W , - t3Tei
.tw>sdsu sci)p.,w a m . .. .,,_ yy,sumen , sce)(m.,a . scs
' , *Iwansbfagl Sy 161 99 56 fo*
l5<!Of 5 :) '
*i t2e outu o Cycles \ 0 50 Io 2 580 67Y 42
, . ' L)pg&ku o . Col ~ 0002 0576 , , oti v-
*=
. Ti{al U = ,o64 x< l.,
t:
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET /5 - 8 4 5010 66 CALCULATION IDENTIFICATION NUMBER j J.O. O R W.O. NO. OlVISION 0 GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE Il(aco , o "E A.) M ( P> 3 G 2 Z. C &('
] (.o oA_. R SW GSE 4 Loc A 6te./1/Nc)
, TLE M g *-/ -Ku 6oae M C4- 6.G cru -
; oz T = . l 16 3 nc.. * ~4%)a A Md El 15'l a S '
W$ \lEJ2X $ 13 (.00+ aA T= .IIs s o4 T . II G3 Co %dc GatAdope tJ 6 , O o l .f' , c '7 074/3 ) s vl e , . co r e . 1 C&@ 092.HJAAc N .S a 00 Y 02 19 e -us , cop 20 S G (2 J OJ.k Q \h tJ - S
- 00 b < //
24 6-W ,og h N *~ Q f Oh *0 27 E - LJ oO] 28
~
29 30
.M.
32 _., U j A 3. Ce\/ n puA page_ c7 37 38 39 40 el 42 43 44 45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET E-3
& $010 66 CALCULATION IDENTIFICATION NUMBER I
J.O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE l16oo o2 U u ( S's 5 8 7_- C 7. c_. (do es c2._ M '2- - 7~ t- 02G k Frzog b s A L - 2. p5 5 7 s E8 i 5 F'X FY ' Fs Mx mV mg (L6'TYN DT- L.A T'f 9) CAsre. \ wentM. 9 5 0 2 -ZI l9 -44 -II l,o
. m eisc,c w to cus. Is nece At 4 -ll zr_. -23 -// /,
64 i 2o b iso iS 16 (MY or>e'"l w% ws,
- n- -SY' t45- -6s' . -7 2 - 3s-to
- go Sss. ~ &f -
Ti' -too -50 - 14 7 (1964 lu.L6) 23 1 St.V -Att
- yo (cmewe r m e S&V
- 6 C* -Ro -b2 -!Oz )-96
, (I2z.+ru-ts) ;
28 LocA- -- I S - 46 - l9 -28 - 1l -39 Co swi c- _ tWu c.o- A wS , l 32 CIW)Idy ! 33 34 35 36 7 31 l so I l 40 l 48 de \ 43 44 45 46 I i
. _ . _ _ . . _ _ - _ . - . . . . _ . . . . - - _ - ~ . - _ -
STONE & CEBSTER ENGINEEQiNG CORPORATION CALCULATIOf4 SHEET E-// A 5010 65 C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O. OlVISION S GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE llGoo .c r- UMCO 382, CEC 6
, "0 $0%h 5
Fx N FE- AX MT Mf CAs t
%4V\ M60 f 8'44: 1.5o915 l$ -Y lT 7 /b b 10 tt CoAA 13 T*.4e i2 .3 12 7 /A /
15 noA13o 16 17 06L L AJM is g()g way S
-p to sa M -8f -8 -X - ts tIo 19 2O I ns-l6
-3
\ 21 24 E40 '""E - 1.0 - \.o - fb t.o -Lo ' l.
Lock 2* go wr<- i. o - 2 ,0 - 2, D -o. -/, -D 30 31 32 33 34 3S 36 37 38 39 40 de 42 43 44 45 46
STONE & CEBSTER ENGINEERING CORPOR AVION CALCULATION SHEET gg
& S010 SS CALCULATION IDENTIFICATION NUMBER
[' J.O. O R W.O. N O. OlVISION O GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
//400 ,o 2 PMLD ST Z- C f~ C-I 6Jo 3 & LE Q5 T
- V- - b 2-6 A f%4 V 3o-3 pqc. zz , ~2-3 5
C< Ef ! f&. hW AW' A\7-
' CM,s t w up 68 8 I3 -I+ 3 ll It hocaert -
CME 2 ' 15 tE*ousu W7 f 12 I g, '$ 3 16 IF 3% 9 Ost ~ 28 -jj -Of - II 4 i u g<z.ria case I& - f3 ~7 -/f -/f' -d ~f 22 o6e Js&"Sb 23 24 CNE. to GGE - 2[9 -(9 50 - / 59 26 in cer 4 . <). z - /6 cnse f(a SGt 2' peu naas<uns 'f/ - /o - ZC ~3f -/r -F ( 6 8 N l6) So
-C7 31 ss CM6 ll SM - 35' - L z. - 3 2. -/2 - Ef' - )?._
tvest-34 35 36 - C/56 /2 LoCM tuser" -$ -fo -// -V ~S -S 39 40 di 42 43 44 43 46
)
STONE & CEBSTER ENGINEERING CORPORAYlON CALCULATION SHEET A 5010 6S C ALCUL ATION IDENTIFICATION NUM9ER J.O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTlONAL TASK CODE PAGE ( l16o0,02- UM /63 SFE d2:c 4itLUeA 1.- f /Jayle. %
, fem Gr~ /#7 W (N O 6
1 GT O T~ Aswa AK ffM
%[ l 4')
( 7 'Eo.4 (_ Pg') PL t Q ., d = SG Ajk A) CFS.C GEE FouowirJ y f M4. 3 tt I4 Ns
'Pr 2627o . O u)
<o (sBY (IN-Lv6 $7, 5"~ 2.3't'.9 M L.28371,3 Pc
- S3 F GC~. }9 V C - 53 4 / f ,Il 19 tl
~\d 2.
'P= SIl 0, 9[
I7(sf Du % Jol2,9
** th L = 24c b5 3 2 So % . ? ?'
p =. g r 58, c-26 tA c. =- z </ r 3 G r2 pro 6 u7 c fcou (zoo A c, ) T> = I I 35~, s? m -zn2i,o1 132.s lu-L6 2l,178 l z S 792, o ) p = \\ qz.,4-33 g=. zy 93,3.r~ 34 3S 36 37
# hPh20n f(X 35g X veau w<
4M = D3 TQb PM . Sn:ssc 4e FWMDMN A ucw M w CcAD 42 43 44 45 46 e
STONE & CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET a n. EG CALCULATION IDENTIFICATION NUMBER [ J.O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE II&co.o& Net CD C2C
'ML 5
M Lt, & ,5. - [6 hd M A wphuIS}u f % da & & ped & 4.~ w -sat 9 W , h < 6 41 % 9 - h
& fl4D }~tA IN 13-14/12)*62.2/
is 5.I11342593 [Pgg) ( g ( R=30 ' lO h b l 30 bM) py Ig) 23 T=.25 24 8.25 kPJ) g ST=P*g/T 27 613.3611112 hI). - h 3, 3 M
/* k e d a 4 +'s ~ w n ch a u aucutad 34
, m* W6 me -
35 36
" ST*3.3 39 2024.091667 40 l
41 42 43 l 44 45 46
STONE & CESSTER ENGINEERING CORPORATION CALCULATION SHEET g7 A 5010 66 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE l(boo.os alm 6) 6%& 6&G
~
e <- -+ + . WFW
/"r *,fgzj l
flA<gj -
/6ho AA Afset. t x q 3 . /4 t'7s ' 02,73
-6* d
.= .//9i33 to- O. = ?> 93 Pt- W l: ' ennu Aa aqea6Amsa 0ak2W
<mewa#6 :
~*
l,' & maj
//f,)33 +. /8,19 h 278,327& 4 l
=
z3. /3 Ft -Q dQ h /4 h), /8,3 -/8, Esc ~ du /8,3
,} SIB,3 - L. tla<) as & A -
h h & va d vog p & = 29
/f,33S' ,]xtg.g .=- / ggr 30
/
tra a e y s + 6 r. M L J d . - ta catweB+ i 3' 1/8t(4*23.19/5.354 &Mq Q Nowa 99 - Qp (A se -
.3 .11*18.3-1. gy 4, I
. 3.629205267E-01 VdlALA4 M N AN I/8*(4*9.930/5.354 h cHL muteA %
I b Qg ,,,, ph ~p g
'4r .3 .11*18.3-0.
jg gj
.' -1.108530958 h SN # O0 Wb M
., M > C/2 /
46
STONE Q CEBSTER ENGINEERING CORPORATION CALCULATION SHEET f_g
& WO 66 CALCULATION IDENTIFICATION NUMBER
(' J. O. O R W.O. N O. DIVISION 0 GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
\\(ooo.o s 9 M (.Ed S 87_. CZ C_,
I f $ da S AsAd' M m W
, du k seV.~/km Aa c dsa b d
, 4-es Y$ i [Al W } W ^1 M h*L M w . %k%
rA 90-p PP .f y fa/ / M /we MM 13 7L M CM M & .' 2 78 , 3 z 7 4 -/] Bemme,A & 9Ence % h fk &
$424 k. . / 8,3 x 0.14 l t) = 20. 3 /) Qo , ;', vdA d I 8er S */ w M :
b- 20, b t1 +'/B GC 4 2 77> S2 7, = ggf3 g ($p-
,3 7)'x fov. 2r* ?r r M', 21 24 , "t m N& O -& 062A(uAel<fA O A:
V' _ lShoo - 3gg, f f s E So tfi Go t , X 3i
~ ~ ,, si 31%pc -fousku& M . -
tu H<t M due 46 clan./ n b />El& 39 PA sud k Mi 40 di 42 43 44 45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET g,p A 5010 65 CALCULATION IDENTIFICATION NUMBER i J.O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE N
\\toco,07 to M ( P,) % f ?- C '& L T h 40.$ 0 N f Y hjj.L l-e SGE sc- A, C
j$lbf +-56 6 1677 2- = l4 Slo 2. 6 I l YlJ6to N N L & ObtfM--- H -Gi - N b M ' s2 J -- .' n i OC b P
~
g -
,, I .
;; hr 4 - -
" i _,
,, & w d 6 +j L i_ 2, 24 aM.' *
, l ES 26
$M CG$ca.
3,
" # 7 Q if~TT 5 4 o !!"E,'"""'"'"
H= 6 E= 2.125 M= 0. 25 34 A= 4 33 P 13500
- 3. C= 0.25
D= 1. 25 G= 2 3e F= 1. 25 = A- E - p/z., 3, CHAIR TOP PLATE ST f RESS= 4: ST=P*(.32*G .2 8928 SHELL STRESS = ,, 2*D)/F/C/C:SS= 4 5696.90877 .9*P*E*(R*T)^. 25/(HFJA*(T*T+ M*M))
- 45 46
r STONE O CEBSTER ENGINEERING CORT 10R ATION CALCULATION SHEET A S010 65 CALCULATION IDENTIFICATION NUMBER t J. O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE Illsco.Oz N M Lhh S S 2. 6%C g-fo ee ach a,e we
, 7k 7e h % A/4"La
- Fz~tlaf 3e w H k , 94 7/ m *
%m 772f J h6 h SCE w />.A e is irpts t2
_ C l t
.3 769; I6
- waaJnJ<a &A sy' W. 0 2i
/ b 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 I
I
t I ( l i ( ( f f f l'a ) ) , M600.02 NM(B) 3820_3_0- pAGE g _
/
. .t 8
0e $m av v ua n< w si
.S IE EE
-c I '
E SE a ga l l E x -- B UE d 5 y
= da8%
- Cg
- i 05 w "B E *
- - a g E= O - - -
.a - u.9 B 33 m -,gs "-s
- s a
4 wg C E d:g f 5 5 ga , e H E e 2 r l l' 3-
STONE G CEBSTER ENGINEERING CORhR ATION CALCULATION SHEET F-/ CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O. OlVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE b Wooe .o t udtM 38t G&C t 3 THE. M OL,L OW/AIGe SG, C TI ON:3 5 OF' THE MoroRlPvMP ASSEMSLY WERE AHALYZEO / ^) R3LF. b. FRAME ACAPTER. ft Anes onscnARss. FLANGE STRESSfe o6 pune 6EARedG LOADS DISCHARGE hoe 2.LC STRKS$ (. ll) (344) , xmezu.ne consecrea s, ness (zA!)
ife f 1 . sverrou swaa sraess (. ca)
's r m .
, a. p} -
[y
,6 T_'
I)[Ql.;
., Lll 17 m . '
v
-h 1
I e . , .,.o ~o... ,,,,,,c.<o,
/ k\ .\ ~'l \ +T L ,~1
... ce.oe3 i
'\N.- ANCHOR soLT sTRE ss (2.62)
ADARTEA? FLANGE soly syntest (. Sb)
** THRusi RnrArneR sos.r sisacss(7.04)
Pune faAMs aoui sresss (. 5)
PuMO HOLD OCwH soLYs s.TRnss(.38) PLEM6LL c ouPLING HISAL.s GNMENT(f. 4 2) suoPORT FRAME (f. 63) Moron nolo DowN eoLY srREcs. (. 37) 29 1 30 32 Alord: Trte MAR GIN OF 5AFETY Wrrl4 RdSPKCT TO THd A 4.-- lOWAOLG %TitK b $ d 3 , LodOS, OR DE 4?l.6C T/CAlb '$ 36 STATGO /AJ 9A REN rNE 35 5. IT is cs c uuf r2C A2 37 .,. OI E UE Se A c 7LJA L VA L,Lig
- 39 40 di et 43 44 43 46
STONE C CEBSTER ENGINEERING CORPORATION CALCULATION SHEET j-
& 9010 66
.-2 CALCULATION IDENTIFICATION NUMBER J. O. O R W.O. N O. DIVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE 11' l ((,(c , d f, MMbO 38T bEC i
,5 7-R G G S SECC&C/t / A Y/CA) s Die .:sersttsc / C AD /N4 or red VE ^) DOR 's DE Si G /d AblAl YSIS D/ PPER.'5 FR OM ME RE@tR&' MENT 4 OS Ref.15, p. I- / 3 A,s Fou cw.s:
ei VENO oR 's Report Spac. AAsH/ - 2 35 13 ( JPSB' T l- oA O/d G Hoei z o N 7"A t-lCG l, 2. G
" Ve R. T t c. A t-i.
/. O G C. 8 G F ~A O c r a o l o A o i s.) e ,
cc Heaizon,Ae 2, 0 G l. 3 G c' vcR ric n ts 2.0 G LOG 26 27 28 Tim svarviut faccue^ >er of rue rounto wn 1 consseverr vs< v a = ,- ~ r - o , a m c v e n o o w n no - m na o r oaaeo 34 cor r a eE 8 '2 Hz wiuca e><ceac s rue cur on r=RsoueHc Y or GO Nr p Roty Rsr- lb . Thi s su ows os To .cown/s*A o e ins anEis Mtc c ce f fi e itsrrs rc> rac 2 PA t gvet. fon riss rasvArias? of di?cr. or var R S S.
' UpsF7 L- oA ntN s FA VL TED ' eAotM G *s H ort 2CsVTAL.
O. 2 6 G O 24 G v's se r/ c 4 t -
*s O. 3 8 G 0 40 G
STONE C CEBSTER ENGINEERING COR70 RATION CALCULATION SHEET ^
& S010 65
,: *;l CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
{ \ (,60. 0 t ogg ( E3 %8t C. & C. i S /tJ c G. l't4 6 SGl&MIC C.O Eff/CJ2.N T s Agg of A a ou r THnc SAME MA GNrruas fore THE upsst 4/D FA ut TE.O S LOADINGS THf CA L C A./ t A 7/CA) W/ l.- l,. 42 cApq,qtsi b ouT WOhl A $ 2 /s &f / c. t of D /A) G- D Esc 4/4ilfan B Y TMd W O LL. O WI A/Gy ', ie o Rf L QNTA L O. 2 C &
; v , ,r,c u o.40s 16 NS bAoW& Vb t U$ $ NNVS L 0SS sp C/P$$ T AND to 4/ ~ - r- o - - ,- c , s8v ne a cm Et O PEC 7M .
23 24 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 39 i 40 l 48 42 43 44 4S 46
. rh
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE il/ooa , at >J rA (f63 3 92 C2c TMC F O L,.t O W /oM G W/LJ. SE A G U237/ 7(,,/ r/ CN OS rne venoon's .z raas s co mou rAr/ oNs moa. rwe Amma.opa/kre zetsivic s-.oAo s faciw Rem /6 9
.r. He rom H-o<, o Dowa Socrs no Operating Torque Yh in is ib ,4 .
A '.' is is
% y --
, ,' ; I 1
l N ' 20 # l 21 !! ! I! T , [4.25"
, - 2., 25" m, . I '
a4 2.75"l_2775" m
,3 g g%
i . 26 27
.32./.SM / C b OAD//L/S.
29 3I o.26fnoe. 2. Loso) - (I-o 4 o)(ven1" L.oA.0)+ [Woz/Npet. Z wo)4
+ Os:wg, L osa, m O.K(t.seoids *2} - 0. 6 Of oAoine *3) +
33 >< + (L omoide
- S'} + Cea R. L. c A O .
Alors: Tuc L oAo VAL UE $ ARG U37CD /d se 39 R a f. 2 , io. I84 A - /, A ~2 40 41 42 43 44 45 46
STONE O CESSTER ENGINEERf NG CORPORATION CALCULATION SHEET
& $010 66 c CALCULATION IDENTIFICATION NUMBER I J.O. O R W.O. NO. DIVISION 0 GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
\ l {,,so. bs M V (6D #O W2 0 ZC -
I TE A5f t. E S TRGs s b LJC YO OPERA T. L.oAD /52 p.5 y s
- 44',9 Due ro Mozlsup 4.o A D o,o gz
= 30/3 oci DvE To sm /SM tc 0 2 6 /4 s - a 4 2.s- 4 $ g Pat
- o. o 5 2 707~A L-- .9 6 2,3 tost S H E A Ait -3 7 ^t A M DuS 70 doz lwp J-e:;VtO (/F3 * + 24 2 *)
S S G 2 #si
='
, a a 45 DuE To 3E/3M/C 0. 2 6 h7 * + 85*f' -- 33g ,
(veer. t mo i,s Nest rstas,c) o.o45 19 I o rA L- $ $$8est
fuse OtRect s uMMA rt on)
\ A3 A ocquA rely AccuRArs 23 24 In Re f. 2. rnz cst aut A rco z reasea weqe ewAmao sasiasr r. <d A u O VA Q 4.2 3 Foa A 5 0 '7 z res L .
29 30 31 32 33 34 3S 36 37 38 39 40 45 42 43 44 45 46 t %
I STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET ,,
& S010 66 c C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE)
Ikco.ot wM C 6) 39z CE PUMP l~lOL O DowA) S oc r.S S ' ' 7 1O m , g g _ j 3 ir h" Bo1" "
,3 -
K _
,, ,- J l L,
,, 1 1 1 17 Te siai e J Duero ope &.ToRQuc /' 6 0 es t 19 DueTo dorj% e.4-ogo i;-s 3 59 p: t ove70 ca tsmic o. 24* 3 3 8 - c. 6 f ot / 8 4 esi 23 2S
'Tormt I h 7 0 3 r-s 1 27 Sn eA Ait O L/[ TO YO /MYe L CMD 15k8 20$7 ~~ $$h H$/
ove r0 S E t S M o r- O,2Gf4G S *288 = / $ 2 P.3 1
(vear. uomo is Heauaiece)
( o rgi- 2 70 8 *st 33 34 flC A LLO Wh0$.G.$ SO$ k
- b O l ~5 T 6 6 4. W$$$ U.3d O /*~ 0 k c oMP 3AR / SON.
38 39 40 46 42 l 43 44 4S l 46
STONE C> CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET
& 5010 66 #- 7 C ALCUL ATION IDENitFICATION NUMBER J.O. O R W.O. NO. DIVISION 0 GROUP CALCUL ATION NO.
( p ao.ot mce sez OPTIONAL TASK CODE cec PAGE AiJcuose Set rz Tne r o v a A ns c u o a s e c.r.s o# fe'.cis sea urso
, ~ r~e ~~o er - ~anrro - n..a. g ,. z , , , ,
Tne s v eeenr e cA c.r < c v.s Aer L !a reo w r~e e C O /H PU T6'M 4 Ald 4. Y 3 /.3 . QUTPUT Af R $, P. k 92 I E A) S i eft /
^//.6%
bunc To A) or,l/Mp Lewd o.226
'=
5// 5 "T/
# S'll b '[~
b us To se s 3Mic = - 5 8 P 3-r m is ' ror-c sog7 ~ , s uesz
='
,, ove ro a az//no eoso c22.s % 22i')K =
,_ , , c /s E s es, ove ro s etsnic Saes st+a 4 //)%{o.zc is w 4 5)'] = /57ps i 24 ago, 26 To rnt / 722 as 1 tF 28 Tna s t a owsetas ec> R A -43 o 7 s re s.t. w&es useo foe coupanisou.
32 33 l 34 35 36 3F 38 39 40 de 42 43 44 45 46
)
STONE E CEBSTER ENGINEERING CORPORATION CALCULATION SHEET p-g
& S010 66 CALCULATION IDENTIFICATION NUMBER J. O. O R W.O. NO. DIVISION D GROUP CALCUL ATlON NO. ' OPTIONAL TASK CODE PAGE u voo.ot acen s e z_ cac S HAFT S TRE bs t.L .
S
%E c owv YER ourpo r. r o n s r-ns== e.s s'.3 ewed /a Raf. 2 r
04 PAGE~ d ~ 6. ' SueAR 3 r ne as .ove Ya 7 eve stod 2 6 4 ese 00
. (Re #.2 to. 20}
.SeNotN G, 2 4' G I P3/
ie Tne su o a t=Ac ro R.s ok /. / roe.sios in l.' A s.>c
- l. $ SG A)C/^J6 AK2 A'P9/ /6C YO .THei G YA?G.ZC24.
(Rar. 2, P. 20) 24
?! NA L.L Y 0 2 AJQ/ A)6 /, b
- 2 $ $ / = 5 S 02.eS/
c' .SHgA4 I. / 2 64' = 2 3 0 /*,3 / . 29 30 THE N LOWASL5,3 P OAll THe A - 2'7G 'Tvm at<S s re e t <ve err us& b F O R. C o MAARI .scA)- 36 Nord..' Noai< rat asea?A rionJAt sr-n s.ss c s .b <-.? a. l 1 , se Yo QOTA T/O AEb $ /., C 8 O 3 D C /S /^O $ Ye*1'E PV/H P 'S O D E R AI T / AJ G ARE AJ O T D/.sc t ).SS.dED / ^) THE L/dA/CO/2's
/4hl/lL Y'$/3 U3/NG Th'E DA TA /= sq Off 7kd VE ^10 o 44 44 c.osLAP VTE.R t a) A L.' T /T cA A) 8C DE!%'OA)~'57/4A TED THAT EVG N Cost 3GQ VA D vet Y G.3 7/ NATE D TNG3E t oA DS o
STONE O DEBSTER ENGINEEQlNG CORPOR ATION CALCULATION SHEET s ,m a F- 3 CALCULATION IDENTIFICATION NUMBER J. O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE (' // 4 s er. o 2- / N(6 } J 382 C Z C-1 A M.E NEGl/6/642,
- 1,y r-ME COMPUTER MOD Et,,, 'r ne gnArr is .msegests)Tx W /W E M 6 &Ait,C S~2 T~N R OUG /1. b? 8 e .
1 Afc Nee st Henesa ; . JoiA>r /w s.on ee g caoss ! nlo haceonact.s C o o R.DiNArEs L easiti s e erio#J
. sn R.T E80 . STA Q Y . , Est O (CHD)~ (SYARD . A Rf$t 52 16 /7 "S.25 S. /2L 5 87 t. 5 5~h 17 18 3./2 I s. 22 4. I !. S 54 18 t,9 t *b . 2.?_ /6, 7.5 3 . ,5 .3 1.l a 55 I,9 2o 16.75 20 SC 37.5 2. 0
( z' 56 ro 58 2o 4/
~
22 2.o. 5 o a g. 24 / 6. 74~ /. b 23 T crr4< L,asm 4 T=3 ~5
** Tees r rue , win fr ma som m.y r
.cvioooaren w n of rMa t eu s7t-( L r-r = S 3 ou
- 7~ee sna s T-- ces c wstenr 29 so V = 0. 2 8 h h. 5 S.27 + l. 3 '4.1 + l.1 5 5,3 + 2 575+/.5!5.7t)-
! >=
= /4 6~ /a, l
A ssue<e run wu= r ums A u,vire RN c Roe,s ,sec 7vo u rn nouse907 rnt t-sa s rn w t r n r n a. n ia. A R as A = /. I w *
- s 7 n rs e 2>e ft.s ertoo
*o s W.L 3 6 /4.5 33 3
- . - ^ O,o 6 2,u*
., .d =38+ B I 3 84 2 a ./o '. o. o.e s I 42 Cea rn.1 F O G A e *-CAcc
** w kI n . 2 p r Y= M iGwa/3 Coo 2,$
-A
\r S C' /- /Cas
O l b8d
i STONE P.CEB5VER EN0!NEERING CORPORATION CALCULATION SHEET a so,. '- 'O CALCUL ATION IDENTIFICATION NUMBER - J. O. O R W.O. NO. DIVISION S GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE II 4 eo. 0 2 ^)M le ) - 382 . 4 7- C N MACT, K/ CN N ],. C G. *[~M S 3/lfMW
- MOTOR y CLJ/4 /)
s nns, ~ .o n ar< a..m recy e a c.. w e - o n A of~M X /kLli. 4~ Ot,.) DL, /U G. ' N / .,$ R E D L,/ C & ,$ '7"HK 15 NA F T r C 0 A D. PRAC*Tf Co9 C L Y' EL / M/ *M 78-5 TA[ VA4/N 'Oud o i, r-o eeNotNs. Tus ae ovc cateus xreo L canz .A ma
# ^
CO VERE O 6 Y TNC 07& eat Aut '.O YORMAL ' C A O ,3 i3 OS & MAO /$ df,, fNO $5 A0 #4h'/d $~ ' C N l.Mtb 6 L 4,.d&, iS (Re,c. 2., n / 6 ir 18 l 19 ! to tt 23 24 25 '
'\
n r l '
.8 .
29 30 31 32 33 34 35
- ~ _ .
3r - 38 - 39 40 41 42 43 ./' s 44 45 '
,_ i' l . - -w
STONE G t;'EBSTER ENGINEERING CO;POR ATION CALCULATION SHEET
/~ - ll A S010 66 CALCULATION IDENTIFICATION NUMBER J. O. C R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE '
IlboD<07- L) M (6) '$TL C&C i
~T'/R AE 5 A 6. 5 /O SUPPORT V S'" M.
MAri <isc A -3C a rest.. Rar: 4 e ei s A -S. 7, enM.oins Duc ro seismc a
- o. 2 C 4'6'o + l. 4 728 = / / 3 6 esi Seivoida ove. ro Naz/Mio I Lo40 4 3 '7 / ps t T o r s t_ 7 S'07 Psi i4 l T,a v s v 8eea <s /Res r-e < a e a a o<. v.s
" u (Ref. 2, p. 2 /)
T~ e rua s e 3/e ois s o < rx ne sua rec rso va rn z raeusr e.oAos tMeossa s v ram snser Awa impe u GQ. 22 Tus toAos cAusao ay rws eoneiNeo we a/rr s' 24 op riva snAfr, iMPesc e R, ANO c oupcrnis : S ora,
** Aao M on t 1 A c. rnA us r is S2 C c.s.
'" rne arness reasit. c psR is o L r- is-
- re '
O. 2 6 ' 50 ~ 5~25 ; g Sy ,
,, 3 * (. o 77) 32 A .30 7 s rest- is aspanen cao s .s s m r a < / s <- sex. r~a < .- x 3s a ,q 3, l 36 38' 39 40 _
49 ; 42 43 44 45 4E z.
\ ,
O g;
-- ~
STONE OCEBSTER ENGINEERING COCPORATION CALCULATION SHEET __
& 5010 to I -/2 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE I
f 116 oo.o t tdMCO 37L C&G 2 4 s resss su Pvm e %me Foo r Soe r/oJ<n. H^ rsen A- 3 0 7 s rast (Ref. 2 e 2 /e A -9) Tsusi od a us to neisnic :
- o,eg . se o - & 93 2. = - 3 4 S co~ scseroa 12 Ts,us i on z>v e r o no zy%p. t oso I 2. 3 G S ps e 7 o ra e_ / a o / 7 e.s/
14 16 SneAic
- o. 2 6 534 + o. 6 131 - 2 5 3 es s ove ret .s aisn ic.
to ove ro cor/ine L.oso 6 4 6 S~ oce 22
% r-s e d686 t5 Rsme AoAe raa P sase t Msremt : sA 214 Ga. wcs (Rev Z, ts. e z. a A - ia, A -ti,)
27 Axent foace o n> cc Ar> s e a u s r o e s.s n i e 29 so Pl o, 2 G // + /,4 /J1 = 2 Ae 31 Xf d t. C&C-G Dug 70 sO Q W/s4P & C4 4 3 & ] ** 35 To rA t 4 i C ts 0E.NO i A G NMENr O L!2 TO 3 C/S/ss/c
- 0. 2 s s o c.o + i. + . 8 7 = 24 0 ,a. , e
., sao awa nowor ous w noz)~o isso ,e ec ,,
TorAL 6 0 3 6 ia - < '3 44 45 46 0
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET a wa se "_~.3 CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE [.
' //000.O Z, ed M (6) % 92. (*A<_.
E Q v tVA L.EN T PRL3a v&G, PER M C - Z G 4 7. f 3 4 /6 (aosg) 4 (4 /d Pee = T (d. s1P +7rn;. s4f / 75 mse s s 6 Pea = /00 + / 75 =- 2 5' 7 rasic, e io Ttte o M t st H A L MA GA)/ ~ruC 3. C# )*c 0 WA5 28 b o*3.st e (s t. e. Rep. L, p 22.) 7~n u s we sar s n soveri ca /A/ Pro CF A B OUT lt l '2 */a , 14 oR OGR. N o r ro *AG PGA ~r THE G 4 7tRE ANA Y sc 14 16 v4tNG THE SPG c/A L CHA R.rs c A PA G 2 5 24 2 2 [of Ra* 2,'vtric^< ARE PAR FR OA4 ISKjh/ 6 SELt= Ex P LA ^dA TO R Y, A s.svHG THE SAMd AMOVA)T CF IRGD L/CT/C A IH THE C TAlt ES 3 dC to TH E- ORi a/NA t- S T R G SS d.S th.) THet P AAMG Et AO4DTER Pt A A?GE WLRE C A LevLA YED A s f oL 4, O W/Ad d,' 24 26 08E t Osott)$ 1944 3 ess D/5 E t o A ona s- 2o 224 oni so Yne /2. '/' ., RGDUC T/oA.! WIL t- A G50/.-T /A T"d S YRE.,$s WHtcH 32 t S 62 L OW 7tst "O QC L ma'+26' 5'TR&&S # 5AV / 7.50 0 /*.si 34 AoAprsie faAnas eatr S r-ae ss 56 TLM 3*T~tt E.5 K d$ /^) THA AbAPrC/t f~t. A A/G d 404.-T.S AK6 Tb dE QGDUCEO .SY 7'M6 .sA M E AMOUNT A 3 TNG Rd D u c Ytand I A.) Tf" G APPL l6 O t CA O , 40 ai 42
- o. a 8 /.5 se.S = /3 S / 6 ese.
MATERIAL: ~$A ~/ 8 3 G n. 6 7. 45 46 _ _ . . _ . _ , . _ . _ _ . . , ___ _ . _ _ . / t 'e
STONE G CEBSTER ENGINEERING CORFOR ATION CALCULATION SHEET ,y , ,,
& S010 68
- CALCULATION IDENTIFICATION NUMBER J.O. C R W.O. NO. DIVISION & GROUP CALCUL ATION NO.
(' ' OPTIONAL TASK CODE PAGE
// 4<* o. o 2_ N N(/5 / 362 c 2 C_
=
5 Psri su e AlLownstes ' 2 - , TE.H.$IL E . & CA s. cut ATE,D At LowABL6, Sr*ESS ConvoHEta r MareerA/- srneasin. srAsss S rass.s comang LuTS) pso Sc no Sa. no rarae 4 Moroa sours A- so7 6 o dae.c e623 42000 A }$\
'o Pump Botr,s A -3o7 d5o eso 13 70.h 42o00 A h IS A iucn oes A -30 7 do scLD S'oS 7 socco A 4. d
' ,, *Se4mias sars A- 3o? Goooo 232,9 42cooA $
F*nA+ut %ur s A-3O7 C, wo /20l'7 ij2 coo A k ADApraq wrs 3A-/8b 8 7 I 2 C'00 0 15 8 / 5 87500' h SWA F7' 4*2lb T&/$ 7,$~ 6>O10 h f> 0 2- 5 ] 0~O O b. 0
** svepar %s :A sc ceseo 7c0 7 zeccoe 2. 0 &
** Aosp7aa Fasise SA 2/4, WCa 7Yo o 77500 550o0 h DescH. A20%.Zlt SA SS~/ CF8Ar ~7 O d dQ IS42 0 3500Q h t'
& v eZ. &OREW 5A SC/ CfBM 70 M C I2./ 7/ .hS~o O O Ref.2. g 1 0 0 z 2 l E R M in G SA 3C/ UEA/ 70000 24//4 3SOOO Zr4P24. CodAISCT. 4 2 7f T3/d . TSO M 1570 %~7S00 h Nores; brus sear,a wnier sa.a , na e e~,cos.>assr,: in rna
/*vMt3 A ,5,selW6 4 % NA V A THE/R CRE.TE N 3) C /L)
' STQ G3sas . SPt CI F/KC PER R g f. N C , PA s g 6 A M D E Q u A L. To lQ % of MIM/ MUM TMGH-2 STRaddM 39 :
of THE M/Yest. AL (ses Ergn f us rns Assuuariog
/$\ Fca rne componenr.s aposeD ro ri-re. cveuc. ** LCAOS, THE ENOu RAN CE t/M/T foe we HA-TER(A L I5 sPectoc/ Arc A 3 SOh o a H/wNom TEAJ-GtL6 57-REN @Tn (Rtf, 2.l P. 4 o &
45 , 46
STONE Q CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET A Soto 66 F '*s-- CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP i CALCUL ATICN NO. OPTIONAL TASK CODE PAGE sI6 00, c1 A)/4/8) .'b 8 2. C7C h Nov APPL-(C A S 5 _ so M c.g syRAss Dogs M07 A L.7'ERNA TE. IP PRE.Yl GHTE NED PR. Q PE. Q L.Y A pen. . Ne - 32 3 2. ..s (c) ce R e.p. /7 e A esrimreo vALua 3 PGR REF. S S THE nrRESSR.S / TM P UM P N O Z Z.1.e3 AND Ff A N 6 E3 WARE CALe u4ATso PAR R e f. 3 3 svaica iN rR OC> u cK$ . cKRTA IN FA cr oR.3 DVE 7O S yRSS,3
'* c c> H CEN YMTt ex),5 IN. T Htt L> G .5i G N FOR/WOL.A 5,
[ b eam Tast_a I- 23 os Gew. SS
" Vi r .y rne era.e.ss . c.exc.sarxArsou rA c rox Appi w.o ro rns cas c c u.Aras 2 r Remss 14 rne esuse w ANcnor is aoa rs i a,
5e. = Se. l
E/2 J. / s'=2 or Yms /Dowch?IWJAAJ7 TH E Y %//L / g?> /E E A/<54 G g Q'
- 2) //ow p=R E.9 v&NTL Y THE Y wtLL ASE TuR^iG O ort,
- 3) Wi4AT /5 THE wRAT/ cd Of GACM EA'G/l(-3d A/EA/ 7' ARE THE*?S A AIY PROVIS'
- 0 #OS "'S V' A A* VME j*vtM ib5 4 2 2f8.5
/ DATE 8 W W 7Cf$
[ SIG%RE TE LE PHONE REPLY:
A f 0 ff Mk Ga.>os kdsu> ca f >
meh , A sce.c psL.c 4 m y ,~ . f ~ el ~JA +r A m )a n
- u. ~
.pe ~A A f"
. s g & ~ . A. - ,._
n g,, ya., m mvio sdr ps + y L ,~ x J Q />'pc ,4~ ~ & of 2.co ep h l
l l
Y bb ,.
&~ 'Z1.&
/ DATE l
aeana (f StGNATURE TELE PHONE 1
k I
_ _ _ ___ _ _ _ ______ _ _ _______ _ . _ . ~ . , _ _ . . _ _ .
CALCULATION 8 11600.02 te4tB) 382 CZC '
FATIGUE EVt1UATIcti CF FOUR REPRESENTATIVE COW ONENTS t
SECTIort G FATIGUE REVIEN OF THE BCOSTER HEAT EXCHATEERS I
HARMS 1P42mE-117 A.B. SPEC S SH1-190 '
1 LOCATED AT: a ELEVATION 8 SECONDARY CONTAIt94ENT O ~~'
i.
C O
4 30 -
PREPARED BY H. YEDVABNY I 2 lie L'8 _
~
IM CD 4
;N s 1Q N
IQ
(*U
.c n Ell w
m *%% ~
g (N i
i.
F,
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET g ._ j
& $010 66 CALCULATION IDENTIFICATION NUMBER
/ J.O. O R W.O. N O. DIVISION O GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
\
llG oo. o 2 A/H (8 ) 382. C E C-
- i. No z.zte- Rris ue- Ac< awsete c 6-L
- i. i. L as e, c e ~ pani.s o n
&& At t o w A 6 t 2 N O 2.2.4 2 2., o A D s FRO M R's p. 3)_
(p. I-1I)were u.sso ia res vadoor.s A,v,q<-vses
- A4 10 T*M E L o AD'S'- AP9l /ED .70 rMG H a A T- OcMAIA)q TC 6 &TM G Q WITM 9~ E /A TARNA l- # REM UR d. O l> e n e s e r. avn u a , n a . aas. e - e - - - ., ,/ -
14
'T/WO6M L 4"betOS W/ /- / SQ C CMSA &E D W/TN YNE 16 hCTY$d 4.==
Os*)O & SRON W$ A/Sl & 8kb$=YZ 4 C fo b
- r- ~. ~ eia C-s- , -aa , w- esaso o 22 r~e va a s ca.'s na oar Gran. s, a a3):
24 A.38 $. A *x tA t. YHR.us T + L. A TEMAl P ORCK /^) 4 o ^/4 / 7 U O!A L.
ZlVAC CT, b GgQ ffU & M OMdst/ 'i' /A,) CIRCc,,lMfgAggA).
26 T/ A $.,. .bf MC T.
28 29 AM e k/AL T/yAugy 4 f ATERAL M arc 2 /A/ c/R ct,s M /~s5x>erstrtat 3I bl RE CT. + SG.&b t h) 6 MO N 2A.)T / L.Os%!G / Y UD/A/A t,.
l 35 Of RG.c.T.
!"{g MA & /%,ll T* UO6.$ O5 YHd L $ND$ /4 *Q & .*
j 37 bx / A l.- TPtRv27 /O ClGO t3 39 d I'd AAd,. MM M 46 1
/^) AN Y b /R 6 CTIOt) S C&LQ L6 43 4S SYO / & & TOk & C./Q f f* LO.$ YfYY 46 Y
STONE 8 CEBSTER ENGINEERING COQPORATION CALCULATION SHEET A 5010 65 CALCULATION IDENTIFICATION NUMEER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
//400.o2 ^/M (8) 382 CZC A p p t. i s o bpins /asos l:)*.b i
Tusa. 2 ion Alez.2z.c:s N.i a N2
(%.sz)
* " ~ ^' (
M m x /qo don L OAD HV Ca Ao. CAs2 Fx l~v Fz Mx My Mz
$L -35 b *b/3 -l 8 -46 255 ~437 DEAD Wa*/sur N2 6 // -2 53 82 -S o 485 57/
ns hit S/ 38 -186 -191 88 194
's TncenA L 14 2 40 -23 3 60 -42 / 1323 434 16
's Ni &6 88 I86 282 3ob 18/
OSE
" N2 14 8 234 /45 zi7 873 1822 t'
NL 92 ll& 243 2S8 M7 let
** SSE IP42* E-fl7A as hl2 224 437 /4'E /35 ise 27/8 ts NL 13 6 176 402 2 3 4' S05 24/
SRV tr N 2. 676 444 4to 54 0 /5'B/ 24/2 28 as NI 78 !!4 2 09 14 4 300 '33 so l O CA s'
s2 N 2. 355 528 255 MB //So 3203 ss NI 4 94 $~lo 648 dol 930 745 s* L/ psst
's h/ 2. 1043 822 887 /095'4252 3d45 s6 sr .
A// 625 553 7/S C4 /039 7 74 se F A u t. T E D s'
40 N2 !!4 7 //OS 347 !!S3 4524 54dd 41 42 4>
44 45 46
d s uNe a atositN tNusNetnamu tunruMalluN CALCULATION SHEET
& $010 M C ALCUL ATION IDENTIFICATION NUMBfR g J.O. O R W.O. NO. DIVISION & GROUP CALCUL ATlON NO. OPTIONAL TASK CODE PAGE _
//4 0 0. o 2 ^/M (8 ) ~
382 CZC i
gp A ccus o P mas L enn o x i
[Re p. 52)
Tuse Bioe Alc z.=t.m NL & N2 '
s ya no Moz t_ e s o i n a
""" * * * ~' ' " W *!L
~
No. c~ A sa Fx Pv F. 2 M, My M :.
8 s gL ~256 -254 I -77 84 -285 DeAo h/c/c,nr N2 593 -G27 -g 5 Ss? 2ig yg et o N{ 33'6 ,6S6 80 i-2367 -/085 -267 Treegswa t
'S NZ /2 S 23f / 3 ~6 /82 246 Ni 85 /31 ISS 392 337 /S~6 is 08E NZ /56 // 9 936 24 S /2/O F64 NL 6~G- 62 184 45 2 41 /20 na I P42 x E-//76 SSE hl2 235 IB4 1376 373 1778 8 74
*s hii 98 137 5o4 38 728 2C7 25 sRV tr Mz G27 74/ 1934 867 f.944 S42 te NI 58 I 85 32b so 464 154
'o L OCA N 2. /t /4 457 1866 627 220,9 tof2.
32 52 A// 384 lo.99 4// 28/9 1802 8 4.:$
C/ P.ssT W 7- Ib6 6; /44 S 2347 iSS/ 2789 /6 7&
3r N/ 383 /o82 700 2S57 /897 B6 6 se fo oLTED ss 40 N2 15/O 1584 5202 /825 59/5 2222 48 42 43 44 45 46
STONE 3 CEBSTER EP,GINEERING CORPORATION CALCULATION SHEET
& $010 66 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATlON NO. OPTIONAL TASK CODE PAGE
['
/I C o o. o 1 A)M(6 ) 382. C 2 C-
$> - V Lono C o mea e r si; os.)
4 AacoW.s Remar A X - cue .
HA x Axia Tuau.s r lo ooo as > trio Ma y D ream m ee Sc oo us > (1584 %3202')M =- 3 572 m max Montar
/G Soo ,=r- te: .> (d526 6'4Cf')\ 7037ne 19 20 2l 22 23 24 t3 26 21 28 29 30 31 32 33 34 3S 36 31 38 39 40 41
! 42 43 44 43 46 I i
i STONE & CEBSTER ENGINEERING CORPORATIOfJ CALCULATION SHEET S -45
& $010 65 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
// G400. O 2 A.) Ml6) 3SE CZC h
snat sios aozz'dz Al3 & ^M
~
c p, y,- 3 2 ) c ,, , m c,,,,, 3 s
MK Hot l- o A c t^) G Fo sace. G.s ) H o H M TbcNo) 4 No cese ~ ~Fy My Fx Fz Mx M z-
. 7 m a N3 e le. -G3 -343 - /86 532. 38 Deao Weisur N4 - 5/ . -229 -28 to -M -291 H3 24 4/ -56 -tz 73 iof Tne m. 5 m a w a q H4 35 ll z. 53 30 -/o b sr D Na - 37s. -2aa -za -Ceb -542. - 7 74
.e ~ cee as I g4 ~ 24 2. - 2 74 -220 -334 -243 -533
(
to
=c Q
** N A/3 S se.
-6i7 -47z -433 -38e -seo -tzs7 23 g A4 / -397 -448 - 373 -87C -43/ -970 24 \
as $ tJ3 - C .94. - 603 -loS 7 -4'87 -/690 -// /'5 Q S R V' - -
er -
d4 -400 - 2 33 -553 -370 - 832 - 5/6 28 e'
h13 -602 -4/4 -8zo -830 -/44o - / o 74 so L O CA N4 -38o -268 -364 - G 84' -R8 - 76 4
" N3 -74
-/3 8 2. /27 /432. 220 -2/od
.DEAO WEter
" 4 Q N4
- // 34 -t / O G 7/ -30 -1530
>6 N3 ~8/ /37 432 -/84 -5/ 7- -33 s'
THERM E>o Ms. o i N4 -it e -7 -l 67 -se -247 40
% N3 -307 -25I - gs,s -106 5 - 4 7/ - 78 0 \
g 08E N4 -2 74 -102 - 4? 73 -//92 -54 0 -7se l 45 f 46
STONE P.CE9 STER ENGINEERING CORPORATION CALCULATION SHEET g-4 A 5010 65 CALCULATION IDENTIFICATION NUMBER J. O. O R W.O. NO. OlVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
(' ll 4 o 0. 0 2. ^)nt/B) 3 8 2. c 2.C
! j n e 3 4 s' 6 7 e e s
M3 - 72'7 -i31 -/46// -13 76 -i22/ -/324
~
- b S R \/
-45) -548 -d82 -/Sd5 -s44 -:4 82.
~
k -
NA
. i N N3 -508
- /t/6 -/445 - / 7,38 -/0.95 -/284
'o g S .S E NJ/ -.444 .315 -753 -/S/2 -878 -/280 ia b f f/3 ~ 62-0 -44 6 -/352. ~//O2 -/24 0 -/24dy u-
~
LOCA A/II -462 - 3 ^3/t - 74 5 -/7Cd -835 ~/3 2 9 17 19 LoAo comai x>n n o^xs C/pse.7 = DW + Tnesen foeE'+ 3RV'f
{ '
rem 7
** ' Lee FAvi. RED = D W k (SSE *
- SRV' * + /- O C A ),4 A. 5.3h.)
** lhlo
\ ra: Om y Assotu re. /A t mare ruseesosearee~5/ ve,s oc/h Hg L yoia F *
- C E G-6) SI* M '^/T & r*'el Nann (4s er Mo. coMem/ArioA) Fx Fy Pz Mx MV Plz.
28 n
N3 1032 7'7 8 , 144,9 37S 2380 1554 ClPsai? T Wit 5 54 444 s5I , 1,3 ll t 2. 118 5-IP42
- E-//7A '
N3 1526 935 173 6 /6 04 2824 2038
's FA UL 'rE.D N4 7 ^31 83\ 792. l18/ ll 92 /4 23 N3 9 5-' :92 22/8. 3.34 2./2C 3 745 i
u p. SET \
*o N!/ < ?? e4/ 2705 8 56 3474 IP4 2
- E-ti7A N3 Il M 2553 4055 22 % 43')5 l F A vL-Y E D N/t 840 164,9 /3 72 3708 /3 53 3867 I
45
*6 l
STONE & CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET A 5010 &S CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
(' //4; o o. o 2. A>N[6 ) 3si c ~2- c i
/D OMA A Al &0
- VE NOOA',s Q2pc A r A X - est e .
l Mau Axw r n guer 8
toowous > t s z g ca HAr Lare.ast. Leo 13 8 C 6 0 1.s '>
(2 8 44 *+ 2653 ') *= 3 837m Ak ONEkT is c o o,.,..a >
(wd'+4sss)%eosn.n 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
! 41 42 43 44 45 46
STONE G CEBSTER ENGINEERING CORPORATION CALCULATION SHEET A 5010 65 G-6 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONALTASK CODE PAGE
{ c z c-i u c a. o 2 AfM(e) 382-t i.2 jo " Cd5Xiat . }/oazt.ss N d. w a AJ 2-
~
^:
s 7
.. ( Re f. 3, A G J
' 8 a 1 .
so .$ Y -
.-. ,' -ggru 2
.2
) *
,,R
'i @remsc. 58-4oz come
- - / 'f suoy i3 y w a=J 6 ' 'hr.11 W .!
'< .' 5 L u r.s e 4'c co o ear
-+J. w* o.4g. -s
,, gj f ;. fg $
. (Mr. 33, %4e I-8.4)
A >
p ivy to ;~ g .-
e 28 MAwm um S r-a.e :sses 23 C A S 42L $.l ES cs 27 Gn /0 /85 es t 29 U n +s= 2 80/.S p ar 30 32 Cast 2-34 Tm = 8 / 8 2 P u 36 h M 48 3 2O[ FS/
37 38 39 40 41
\ 42 i
43 i .4 l 45 46
STONE Q UfEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET A S0to 65 CALCULATION IDENTIFICATION NUMBER
' J.O. O R W.O. N O. DIVISION 0 GROUP CALCUL ATION NO. OPTIONA TASK CODE PAGE
\
1 ll4 0 0 o 2. ^)M(8 ) 382. c 2. c S r-pass c.cacesirrA rvaa pn e roa eau.ec ro vna. usMa esue -a, rmeas com me^> r oaw 7
K.p =- I. s (Rer=. IT, Tsais Ne - s3~4s.2(c}}
hfb.airit o Menewima e rR.sc-s cowedsNr v n'= % k; =-fo/85 /. 2 = l2 2 2 2 as/
'* Sescua s s,- na ss councue/u r
,, Us = %s - %= 2 8 c/.3 - totes I 7 828ev flO D / Ffgi D S E& O/d tS G T R C =$.3 C OH 40NE/)T- A AJ O Te1'A t. 5TREu FOR EAcN L.9stbjA)$ Casa RR$peic7tV64-Y so Ale re: Id ev'.A L uArtoo A REO u c.7 sod fAcroR ^
f og Yne e a i.i cid<s s reess e cmpo"Estr 23 es Thf G R A T/ 0 ' & 27-W2 2A) TML SEN O/A) nl!~:n
/WCXAE AJTS /,s VA xs a) /N7o coris raeRA ~
27 28
=y jp A) gg Qg pf S j:= yj A) $ p c ctyg Q g =7 / gjg 29 A PIDt9 C% CW.
36
't L. o A D/ ^/G CAsf hlO R M. O f.S E. '
SSE S R V' L.O CA
's l--0A D f2A7/0 '484 - 1822 _ 2 '1/,9 . 24/2 - _32 0,3 ,
y /& Soo /6Soo /6Soo /4 S'c o /dSoo I
R " p,, = 0. 0 S' 0. // = 0. /4'5 = o. /44 = 0. /94 l ** l W 1:v r i t u 8 s n o w s STKZss I 535
<a
/3 &/ 2342
~
<> G~1=R'%
2603 U68 t
<s (7 ',s 12757 14/8 3 /SM 9 /4825 /568l i
c 4 . e r.'
STONE O CEBSTER ENGINEERING CORPORATION CALCULATION SHEET a soio es CALCULATION IDENTIFICATION NUMBER J. O. O R W.O. N O. OlVISION & GROUP CALCUL ATlON NO. OPTIONAL TASK CODE PAGE H & a o. o L A)M(e ) EB2 C 2. c-PAT / HK A NAL.Y 5 / .: F C4 goA C Af . 4. OM O/AJ dur cAgg
/$ PR. A.SE A 9 7'4*L O /A) ThE M 434 t? t3 GZ O W '
l- o A OlnJ G C A CG.
NoeH oee S s E. SRv LacA Srnss, t. e v e t. /2757 l4/83 /5/M M826 /.Tf;,8f vk w.
- F-xpects.o No cw CycLas G :.4 8+0 . 50 /0 2.27/ SOC S l 2 to s g , ,o C S . /O b . so ,, g .,, g
,4 Aw.awAntciens. e AJo c, soaacvz-s.cws]
n a Aa
-s usac.e f.aeron u= K 9, Glo-4 -4 I. 7 to 5 to 2
I.14 to 2.5 to
-3 e7
* #" M fl 8ev
=soo3 =soo = 227/
... a
** kM w$O5
= 20 0 "200
(( nm un ., c-c,-
Ura=XULmC.O/5 & */.O CA.
28 bNE NM% k O MDM b1 4e Ysw tt4 m t,i r-e is A 4 sung 32 33 '
34 35 36 37 38 39 40 4,
42 43 44 45 46
STONE B, GEBSTER ENGINEEQlNG CORPORATION CALCULATION SHEET
& S010 66 G-8 CALCUL ATION IDENTIFICATION NUMBER f J.O. O R W.O. NO. DIVISION O GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGEG7
\
/1G00. O 2 t4M(e) 382. C 2.C i
3
- d. 3. f o " ~ Si-tsAl. Aozz Es l 'Nb A $ N" h ^ 7 i
)
T. _ h/Ar: sig r/S Ge 70 s ree t.
^
4 s n i 6
, ym N' Nia TsNsne 4 ranws rw LO , @ i '
e
['a ~/
i .UTS - 70 000 es t io , in, o (ga gs Tssa Z-B./)
ii , =
i2 C .
i3 i j ,1 .
is i(W rtl l
16 MAX. S Y Q C s S K ,$
i.
20 Cse/A % = I b 3 6 4 i~ s, I
22 u m e = 4 8 'S / 4 #2 ;
1 23 25 Cnse 2 % = IC7do P3r 27 9%*h = 5/d82. e.st 28 30 S runsss Cov c.cMTRArion FA crore.
32
/< f= 1. 2 ( Rse. / 7, Tm f/S- SS5S.2(c).I Nfocinco HeMwmje srMos component 36 TN = Kp - @ = I. 2 /576 0 - / 8 8/2 par 1 Senoine srae.xs c e~ oc deo 'r 40 V e= % .- Tg: T/ 4 82. - /576 0 = b E722 Psi 42 43 44 45 46
STONE E CEBSTER ENGINEEf:!NG CORPOl1ATION CALCULATION SHEET
& S010 65 CALCULATION IDENTIFICATION NUMBER
^
J.O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE ll 6 c o. o 2- A/H f 6) a s 1. C 2.c
. ,- .. . . I P Aric,us A NA L. vst ,s .
L. c ^otN G Case AlonM OBE .S S E- SRV LOCA L ogo R ari ca - r
- 2.
2 h it . toss ,
- 12. -zi , 12+c =
q , "Mv l'is ooo osooo isooo saaoo i s <.=co 10
* . o.o33 c.052 o,064 c. 094 c.ces
## "' D 8 "" ' .
769 S /8 68 3 enao 3a56 3 3 S /r Srness % =R E'e 13
.^10DIFtE.D TO VA L.
S 7.gess 2OBOS 20 770 2 /3/2 22270 2 2 3 0 f' If TN,a = Gl~ + Q' YSO O of C v'C.L E s 0 A -
(( fQ } } ""[l {D{
to
(
Au.owne<.e A/o er c'
c vai-s.s Afa ~7 ./Of 7 /04 f . to 4 5 fo 5 ./o f t'
te (eas. S )
Usnoe fscrca z y, ,, 7 9-1 7 y .76 9
4 5.py j, o ,o
tr u,_Na n 4.8 to YO7AL L/SA SS SA c'Tc3 hit. -
,; ur.r = :s vi =. o. o a .s a i o or l
-k OLM O F t /2 # t' $ o t'c.t E Prs 2. MonT11 of 'tifs do YE/WI PGATT T 6tft. A4s o ,4E.b .
36 37 39 40 46 42 43 44 45 46
STONE & CEBSTER ENGINEERING CORPORATION i CALCULATION SHEtET l A 5010 65 G-9 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION O GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE i
u.o. o2 u m e) s e 2. eze s .
2 cn-ouse .s-e.n a -- s~-uu. % 3, 7)
Heitow cvL opoen vorn rna m e r e s- sees A = [(h S 3 7 j = S*8. 8 m' cxa,. a, e. ? a) 9 pe. . s e - 6 z. eo nos a u a.o v
$YREM bL,#C YQ M Ot TED t Mb/ A 6 4
w,.,
,, 5 -caea w 574K55 ct;WCEA)TRA Tt oA) F4c rog.
; u ,=. 4 o (ao nianariowria.y
- 2. .
THE C A L. cut A TED 3 T*RAnzG .s H A L.t- eA c ONPAM!L) n 24 swn-r ra -c2-exas mon ra os s,a~ n,-
n 26 eune ,= A c oned - o y (eas. .s n,.. z - e. a2 ne c A < c u e- A rs a :srasss i,s evstL w/ra w ms aree.ss utve s c o e t.z-s poucw a yo one mit.t toa cvctes of cso A p pt te n 7so a.3 32 55 34 6 A G 2 4 /2 <D AO ,os f 36 A ccoAin ciwd to Ref.17, MS-3222.4 % Q) we8 A l LOAD /96 /S CQ 31DRQGb A3 /N st<G A// PIMdT.
39 40 40
\ 42 l
43 44 45 46
STONE & CEB$TER ENGINEERING CORPOQATION CALCULATION SHEET
& $010 66 G-/D CALCULATION IDENTIFICAT*ON NUMBER
(
J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGEh iisco.ca. tvale) 2 az czc.
3 e
M$_L L kNAYfAON O UASOkQ
[ Se , A.
OL-L CM/ C YL,1&Cdk W/ TM 7/// MC 7"A L AQgA A f(3 s *- 3 7. 2 s') =. H. s o =-
/% r: s A - sis s e w. s ra e c u,a. va.c/~sra raa m e sreso srx - 70 ns, 13 srn - a va ,-. -e.re, c ~o - .
is G~ w ya = / 8 3 95~ por 16 M& M CWC8 r $ $'T / CY NC.lO&
.a I9 E o NQ D /G C C%<s T*/N U < T, E 5 )
20 '
i b b Db tt n A G A,N 5 7 r/YE E'H O L/R,A A)C C 4/M/r foR 7 H e m s/ r e g /seg, 26
~~ ,c, is - . r,- r n -
s s a v. c,, - r ~ r- we~.rn er 28 (kas. 2 /, p. 6 07) ,
- s. : o. .s .q; = 0. s. n cso a sooo ,.., .
3 Sre: R a n. 2 e , e u s s ava s .s r s , ,ri c s e a s r/ ~ n c, a OP YNE ab}b t.)RA NCE t5N/T a q L.J.4 f. !" O 5 8 000 in t
': (arsoem o anoa c>
anreors - e. o se.as, 2 +seccin, A3Csreet.),t~eeseeez rxe vswa or 3 5 000 #si so-
?$ASO TO O$ b CC $A ?$O W 4
42 43
% .c s. (isaec<asoso) e s N$ b $==/SD L D$OO kk[ OA S&,
46
STONE & CEBSTER ENGINEERING COQPORATION CALCULATION SHEET me G'//
CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE il6o0 o2 A/H/8) 3 8 z. c z.c.
- 4. Sesu ovaa]s casaers (Rer,h,p.9,BC)
Co n,c vLAM . MrNe &&croA wirH TWE c1NrEM- M se.c ar . ison saa .ruia-au .c.- /. a ,c w.
- S t e. ,t o p Mo o ut 0a of M .secre& ass assn gioventa 10 but r0 snsLL Osf oRM,9 ri oM Ada cincus t=GRJE.NTr%
it s i n.s.s s A t toonN or sA Oct e.
14 15 I6 -
is n Mg r.' 3A .C/ 6 Ga . 70 .sra et.
to tt N 'rRE.SG . Q UE 'r 0 FA UL.TED L 640.5
** __._ } _ ___ .
24 t ,e e 4/
s %sae3 = 2 SQg 2 ps
) $rRds.s c.ON CEN Yt9A 7~/ CA./ /,.S 2._ ._. _ __
l
,, ~(~
l j A ccOUA) Yg O t= O et IS Y /2 6 O u c 7/o n/
+ .
' ] /JU $ BC.7/ ON NCOULus. TeenefoRe 3i 1 st ? u
+A ; Kp /, Q
-i* . : ,
" l. ? '-- -Y THE HAk avMd55 /3 wt ~r t.r /N Y H a.
'4 @ J --- - --
- ; ENDL)RAsulcd lim /T tco M rnERos7 Egis 4 L e i'i . . ,
. t. . _
w N 'Se 606R_436 coo) 4O , WP ',
4 43
.'. PAT t G uE A P OR OA c.N / t No';"~ R.E/ E VA NT.
45 46 C** **
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET A 5010 65 G -/2 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
( to coo. os b>M CB) 382 czc i
- 5. .Sviacon s. .. .-.
( R e p. 3, p. /I)3 4
A me A HeeMcNt .o.f. eu,5.ssT,s iD '~ke .supp o^e r s
/.s .sxown. iH. rnc..aME rc.n es 4. ow.
pesar .or mex sves ss.
'O ,
a ~k. sn z es i,
- s. c s ,c u 12
__., . h." .
. . ,UT,5 = 5 5 Co O n, 14 g M i5 g
'8 o ! ! O . NAX C C M 4/AddEO 3 TAR 43E.SS ir .N .
a
'9
'y .
%,,'2/002est g
20 N
n ! -- + ! .
i na anvenace uni r fog 22 24
. TNS .. h*48 Yk~$/ $ l. /$
g
's 2.
0 Se = 0. 6 550 00 - 2 7500pg' l l 27 N 2e 29 30 3I l lf 32 33 #
02 _
34
'} v~,, <sa 2moz<e,soo-,)
38 l , Yns pArt a u e stpn ne og c.y /z A)of sesLGt/A N 7 40 t
$ 42 43 l 44 45 4.
I
STONE & CEDSTER ENGINEERING CORPORATION CALCUL ATION SHEET 4 o4a C'-/d CALCULATION IDENTIFICATION NUMBER
, J. O. O R W.O. N O. DIVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE __
i l I G &O- o? N M(6) 383 C 2. C
- 6. 0 Ass ALATE (s9s A". 3, p /h S rRE ss es /H TH C 6/t.5E PLATE WE RE cat _ cut 4-
'rE b A3 P cv t W / M G-;
St AR /M 6 STRE3S MJ TWC wA' Lt- of A CLEARANCE HOL E. 7/02 No Tn Asil - our (,sntAR) stress 13 TowAROs vns PLATE E QSG 2 0 7 / P sf HAr 5A 2. M 9e.c lS O TM s 7'hilds,3 VA L VE,5 AAE Wd i t-. W/ 7 h' ' ^)
THE A LL OWA 44 E fe oQ / O ' c Y C4.E.S ofLwD M UM-19 T/ O A) FR O JH Rt F , (' S a (, gy = /2 6' O C
~
i ,a ss, 23
.,'.Fsriaue spPxa.on c.// ,i,g s>st estt= vAnJr.
24 2S 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 49 42 43 44 45 46
STONE O CEBSTER ENGINEERING CORPORA?lON CALCULATION SHEET A S010 65 0 ~ ll/
CALCUL ATION IDENTIFICATION NUMBER t
i J.O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE II 6 0 0. O *3- A.)Hf6) S82 r Z. C.
- 7. blos o Dow^t ecc.rs. Ner. 3 p. //, /ou -102)
Ei a, n T l /4 .viA sosrs AME u-se o o N a:A c H sutu to oit T. HAr: SA - 44 8 sraat u7 5 = So ooO ( Pe /=. 33 Det e Z-23)
'o Tus ssx rea.sii.e srae.ss s on,- e os.7 wss consenumrwety ssri-
,, HATED Yo ac'376S%s>bt e S Y MG VER s tN6 WE VE Rrs c.4 4 s oAD U P w 4 R , D ., / M/s =s~r M E-s s.
as A .s soc. /A rt.D WirH THE Pos.t O w/AJ S seismic-16 c o g p p s c / A~r)T,5 : -
is
's hiegiz.or)rAL.
- l. 2 s ec c. 3 , 10 G4.
22 Vaa ric as- o. 7 G.
23
$^t o w! ^J G THE A c=.r UA L NATJAilAL. /cR a.cR U S A.) C Y CS MG H F-A ~r- EX cNAM GER /At S TAtt A 7/ Co%l A P+s RTI C ut AlR. A t~cGL ERA -
27 T $ C3 L. K VK L C-O W R 6. 3 P OUD itU 6 TO Y tf/ : /UA T V M /Il CRC-29 QU5$ Of C A Al bd O $T& & Nl bl$$ o Paom Rar 's . 34 4 3,5 ri.11 c~ o mpo,aa-a rs eOnreieuruis ro rus. r om t- Acce t eeA r/o u Le vei- f oe rire s oun=nwr oossEsst+)s rut fuMos veni rst. fes o uca.ic y h = 7. 5 d 2 Hz 39 fon pcetoo O./32 sic)Ar7Nd ELE VAT /dd 8 FT of T/?C ei S&c CAJD AW C CkJ TA /A)/VEA) 7" A R a 2'>EG / h/ E D A c pot l owwg
/
42 43 44 45 46
STONE P CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET
& S010 65 &-/y -
CALCULATlON IDENTIFICATlON NUMBER J.O. O R W.O. NO. OlVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE b
/1 6 o O . o "2. A/ /-f [6) 38? C Z C..
1 s
D YM A M tC. l o s4 'D /N 6 4
Seco.uc.e a v coa rA /N.
EL . 8 er R e f ( A t. c. A cc E t. ERA TION d's b Sacriod .D vHawc E vsN T- Dorrec rted p ,m p in g
, 2 *4 4%
'
- t=onst cenoa Ns n rios] H'M A~S
- G ~ 5
'o 3 b g Hoe E-W .0$ 05
, , , , , g 4 (co) Vee ri c al_. .O5 of
't 7-9 nw. H- S 04.5 04
's 7k C n ussinj s Hoe. E - W .036 05 8 k a v ic.<r t. .04 04
'5 91 //ca. Ar- s .o76 .o7 Sh S W - A tt VArncs Simx rA n, Hon. E- W . O 6 6~ O6
% to
N //2 Vaa rie,<r t .oG .oG
//ca. N- s .o7 .o4 i //A S R \/ - A D3 H o e. E.- W . O7 *OC
** 12 sa Ve e rie,a c .055 -oC N 1%% Ho g. N-s .Od *o4 23 15 6 $ g \/ . & q q g VA Lvt,$ j.go g . S . w ,o3 c_f ts Is4 Vs er r e nt ,of .03
/S8 Hoe.N-s 0a o3
/5 h 5 R V - OAJE VAL vE H otc. E - w' 03 0h lS VG R'rtc al .O2$ '02
\
Og5 Hamixoor .I&
** Re p. S '5~ V'**' ' ' '
30
$oRtZoAJT. 25
3 '--- V's a rr e nt. 2C Al cc o,gD/A.)Cw 7~c:n ACIC . S $ 7'NG A CCdJ,.45 sqA 79QN C offsCC -
33
** M eA/T,5 ARd OG fiA)CD A3 FoLL Ows :
35 S k \/ = EMELCpg ($RV- Att.) + (SR V- CA./C) + {3QV- bgdG)'
37 LO C A = eavet ( c o + CHuc-. )
Io
., uP S ET =. { O SE + S KV ' ] '!'
42 43 rn uato ~[ase'a.ac+ (sav-nos)t],,,'
44 45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEE T s wa s, G - J6 CALCULATION IDENTIFICATION NUMBER
, .l. O. O R W.O. NO. DIVIS10N D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGEdh NM(6 )
18 C 00. 0 2 38t CLC 2
4 sRV s
+/o g. a" 10. 0 75+ 0. Cd + t? 03 = 0, N5
. ds< v. h v's g. q'MVe V x 0. 0d+ 0. 04+ 0. 025= 6]/25 e $3 s
10 18 it 13 4
IS LO C A NC k . ,4 C b. $$Y 0. hh
- h hh VE. A . f,y y 1 404&C.04=0.08 20 UP3G V C o AJ O / 7 ? O tt/ s a
24 N e 4.. [y =. O. / 6 -+ O. /s 6)%. r.
C. 2 3
, : ve a. p-(o.isu o.asy% o.2e ti A V $ TS O A)O/ T* / O A)O If 0 R = $. 2 D,C8~+Q.O$);C.2l vaa p;-(o.nuo.oeso.os9%o.as 34 35 36 37 38 39 AU di et 43 44 45 46
_ _ ~
STONE P. JEB3TER ENGINEEICt4G OC3PORIT;ON
~ CALCUL ATICS SHEET A 5010 65 G-/?
C ALCUL ATION IDENTIF!CATIOf NUMJEF: J' g
/ J.O. O R W.O. N O. DIVISION t5 GFOUP C ALCU. AllON NO. 'IOPTIONAL TASK C0!ah PAGE{
NH(6) ll6 0 0. O 2. 382 CZC i-i 3
' h E GTI MR T/ OA0 Of E M6 E O.' EAJT b &OD i \
5 D vr T O R ED LJ c T/19 *%) 1^l YHW .*\' O2 2 L & ' LCHz,32 r
i
-('
A ^) D 1 A.) THi S TA 7/C coEs= F/ C /4'NTS 'wi rH R PL'c s~
'i' o Th os t,E' FROM R6r. 3 'THJ su)G W "5 Uhso&R 7
,, e is LQADS Wi t. l. 66 ES T/ ^4 ^4 TE D S Y HAA'O u 9t CULJIT/lbt/U '
,4
l.
i, \
is t ' '
G 1 is
.A1,e
.,/-
'/ 'V p.7 is e- ',- s 2o
% db '
f.;.
?r!l X% y ,, ,
- M,e E //7 8 r Y q .j a
d ' / g,1, }ig.g f ar
~
, f f y{14 \ o.frs - , gT y
23 o
- i 4
14 g M ,,9, .
p , Mb nd') It'A
*s 5 '
, gr
- pi: /P' es M 'k'
'I q)2 f g ,
27 I E - //7 A f e 7s X V -
pI f vt j,'s - 'eh 2e g '
- m ]-
u so b - -
\
k'3 nW' gN,V'/%, t h' f .
a %%,aa ,3, ,g S-=5 ,
3' J
3, <
,z o +t"t '
. .,_ : e,, _2 e*#, .
34 k 3s 37 %IztGHr or cAce unor (v$cocco) W = 2 5//7-Le se p gg ' i 39 -
g
'o '
Vy =. Fv, 49 ,
~
<c
% = Pz . y Nozw e Lemas (t o u t
,, c eae)
<4 jr
- N Z L 4s My Nyg - '
- M o M ,t f .
, P ,.
STONE & CEBSTER ENGINEERING COQPORATION
, CALCULATION SHEET
' mio se ! '!b
- N , C ALCUL ATION IDENTIFICATION NUMBER 4 J. Cl O R W.O. N O. DIVISION 0 GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
~/t b o'o , o 2 A//L/(s) b 8 2. C 2. c
~'
N O 2.T L E L o ,4 D:s
'* +
(3EE /*. AD O A?c'c. 32.) p*,yt ygg [,g ,
v ;. . ggg %ua P % V,. M, Mv ^h r 2 /Yo 4.- B Ls LS on~. ls JC '7. L4 Fr 43 e' i s , ty, 5 2 E' 7/8 55% 774 to 34' 6 /4 f/4 7 .9/7 ft o 5 SW4 4C2d // 9 3 Ala /
/ 9 4' 2 ** E - // 7 A
L N3 /3 24 1734 93 8 2. o 3 8 a324 /6o4 14 u
~
j bli, 73/ 792. SS/ /623 ll 9 2. // e /
h 7
Nr 583 709 10 8 2. 845 /997 2iff i ) Nt i5/O b2 oz 1584 2 2 2 2. 38/C /s 2.S
** ; e i*42
- E - //78 s
u Nr /tos RSS3 2 944 434C 2274 SoCE
] N4 8 40 /3 72. /d4S 38S7 /359 370s Resvi.rius L o ^ otr/* s w<sN A7 C S 's
- t 4 i = /
L 2' ae F ,t6 = 0,707 I epa. + 2' I;h; + 0. 707 E %;
- 3 E y h %
s:
Fy8' = o,7o 7 E Pn; + 2.fal; + o. 7o7 E Vyn; + W'i 7
3 I I N / 24
- r ,!
M x = 2 R ai
- 7t y Wm
- 2.9 ,2 }A Vra M* ,
70 7 A /i + Wlh*' ,
\/Ibi '+
- w. * , v , ,
'l _
+4 0 7, 0 7 My; Q. ,2 prg q. M,,)+3M, g g
'*U V,L g $ y;
, M'y ' O. 70 7 f$ Hy ',,,.+ k $f', + $ M,',,.}'+ $n/H' , +
*:, + k' ( VL>.-
o
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET a 5010 65 g_fg CALCUL ATION IDENTIFICATION NUMBER
, J. O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
//4 od 01 A/N/8 7 -
3 8 2. C%C t
if L #
f // L A Fz, ' O, 70 7 q Py/; 4 } Pr. + 0. 70 72 %i; s
P"y = 0.70 7 $ Pb; 4 k Vk. + 0. 707 f Vb' + W" M{=$N0;+N $Vl'*/25 / ~2. >
3 V$: ~
Ml = ",*l# {0. 707@p"c + $\/n")] + "~f# V;+
's
+ 0. 701(f My", + 2& %'l; * $ Nx a;) + f N nc
i=*Q &
,e A4l =. 0 707(5&c + 24$ %"u; + t FVat) + f My"a. yg + 29{V"p,.
is Fg p, f z,
' = 0. 70 7(52 C+ /14 7) + 1324 " 7 *5 d +
" h
- F$., + 0. 7o 7(553 + l/ob~) = 44// / e (~ )
Ff = a ro7(sa s- //4 7) + e s s - e s t +
u Ff,
~
- o.707f- S 5^$ + //05) - 2 b~// 7=-2505 to 0 3i M,, =-774- S~fd d-20 38 - /d 28 -
*'ia(55 3 ' /105) ~ *f fS38 + 8 3/)=-
3s
=-17558 er -i.e 1 36
/V1 =
l' 0.707f525-l/4 7 -S 53 + //OC} +
** +#~ '
- fS S 8 - 8 b /)+0.707foM + 4524 +
*a + *
,f (T/9 -94 7)+ 7 74 + S 46 d) + 203f +/623 = /2 0 73.,4 l
., g,' ,, yi3 - 94 7 + / Th 6 - ? 4 l a 7/d <.e I
i My =o.70700M+ 452s + ,?(7's 77+ sv46 t " "'3* *
+ 19 - e4rp/in. (173 A -]732 ) =. /4 4 / 8
STONE & CEBSTER ENGINEERtNG CORPORATION CALCULATION SHEET
& S010 65 & ~ d_ O CALCULATION IDENTIFICATION NUMBER J. O. O R W. O. N C. DIVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE70 t
ll 6 00. o t NA f(6) 3 g 1. cZ.c Fl,=- O. 707f383 + I5/Ch r // O b + 840 +0.707{toCZ+ /584):
s
=5/86te.
F'y' ; = 0.70 7 f3a b -/5/o)+ 2 844 -1848 +0 7o 7hio82 +/584)~
iy
- 2 S// 7 =.- 24 44:1e Mx " =-845 .2z ze. -43+S=- 3 83 7- hos2 r '58+)-
's
- 2_* {2 344 4 /843)n-2 8 244 er -c.e)
~ 1
'e f = AfA{o.7o7(38.3 -/.Tfo -to22+ 15840 +
20
- 4 h~ ~ f S 3 2 344' - /8 +3) +
2S
+ o.707 h237 + 3 8/ $~+ nN7o3 - 3202)+ 8 CS'+ 2222] H345t3 t,
=. /6 0 2 3 cr. te.
Fl= 703 - 3 2 0 2. + 253,3 - /,5 72. = - / 3 / 2 te
,9
>o A4; =- Q 70 7h88 7t 39ts + ,',Y7os -s a o a). + 84 S + .1 e a z]+ 22M f 13534 a + f2s53 - t 3 72)= 92SC n. e.g.
3S C o m e t a.> t o L. o so.s ss 3,
% = 7/6 - / 3/2 = - S'36 se
'e l=v =- 2 50 53 - 2 f 464 = - 43 5'2 S a
<o 1
Fz = 4'4 //+ 5/8 6.- 95 9 7 a
<c Mx =- 1755 S - 28244 ,fHU ,#'stsc , = - 2o 73 2 cr.<r. *
.. My = M 4/t + 3254 = 2 ' ' 79rr. ce
,, Mz = /2 o 76 + /5 o2.3- Q 7/4 + $ la /2. = 3 4 34 7 ,=7 .to i -. __ _
STONE & CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET ,
~
s wa ss l CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO. DIVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE i
// 6 M , C 1 M M[0] 'S82. C 2_ C
.INERY/A 40AOS ON 91EA T F WCHA AJ6 KR,5 D u t. 7"o SAuLTED coH Df Tf 0A).5.
6 5 f' = f[' = W p = 2_5// 7 0. 2 7 = 6 78 2 te o-C o fy' c l'l= W. ql= 2 S//7 O. 2 8 = 7033 is so d bv #
o --- fo,,
13 is I6 i.
To rAi /- e4a 3
>=
20 F' = f z+ S ' + jl' = 65 97+ 2 6 7 8 2. = 2 3 /4 / <e 20 cc 25 Fy Fy + ll+ ll = - 4 9523 + 2 7033 = - 3 54 5 7 .
Fu = - s e d u T
cs
/vlx = ~ S o 7 s z 27 ,g + 8 / G 782 = - /5/ 7 70,r- m 27 28 30 Ml*24674erm 3'
32 M z = 3 4 3 4 7 sr_ ta 55
'/._ean.s /s ele s o sac 3 4 7 as X: 0. 5 fl= o. 5(-SS C): - 23 8 n le 2
a Y= Q 5 Ph + l2=0.5fa5457)+ 7 ,, , _ 74 74, ,
" Z= Q 5 F;+ $ t z : o.S. 23/U + 24 4 74/2 :I 6 300 ce
<o l'S 8 th8 40 Mx = 9 s. M:=- c.5-{- /St 7 70) = - 7ses ae, s ar n.
44 45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET n G-22 C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O. DIVISION G GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE N' i/4o0. 0 2 NHl.8) 382. c 2.c l- o ads oN H ourdrts) 4 :a o'-T-s . .
_._.1. _. ! __. . _
P . . _
4, d% _,
" 4
. i.
4 . _ . . . _
o *g
,a o g
- 7
. ,4 8 I. .
13
+,
( 1 .
l D/A SOL.T(8PL).
a
\/eR ri cx fo ecs.
l', Mi
- 3 4 i2 z '
ha_ g i
Y-22 2(as'+2s % n' W ]
23
** 75885
~
S6 12. ~
M 74 / ~
26
- 2. (3 C ' + 2 8 ' + / 2 ' + 4 ') S c'
.6
= 54 7 5~e (ra o sic,o) 30
'Tz' alsiL.c 5 rRE.ss y = %y = 5475 = 2 8 8 2. ps, 3e A ., I.90 33 35 WMA[ b T.
- Y* v 0 /C 'TKA)St4 6 57 Msr. m A R KA.
s6 37 EF.dQ R k-/2 5 30 39 40 44 4 42 43 44 45 46 9
STONE 8 CEBSTER ENGINEERING CORPORATION CALCULATION SHEET g_y 1
& S010 65 C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
- N* I I 6 0o. 01. NN(6 ) SB 2- c 2c-Crese sc >R ce <
l Oaw ewc abeeon r Ienxs.s anexe srac_e i
rue ornee nasLAde :suor:rso cus.n a m c.e nauss a
som rue : s.:s tr s . ._
9 2
'o saw L os o pse e ar r 1
, y (FT)%
f (fi7]Y'- (sec ' + 23/6/ ^)k pg g i ,,
8 8 14 SusAR s r-R Es.s . ! d s orr 16
,, ~S
"- 288 O ~ / $ 64 ps,'
i, ,e 19 T=As .I. 14 1 Wi1E R E. As - /, 74if, sygsic s ras as AecA
(
(Rs p. 36 p. 4-/25) t2 es MA.x rsN:s1.Ed ,1rRS s
, To=
- f
- Y =- g
**)*I66+*=
28
! 30
= 3 ME esi i
32 Apoutua r e s a r u :s s
- e oacen ran viad imcron Kp=4 As necciwN1eansa su Aer. /7, N/3- b2 32. 3 (A), Twe
's 36 ci si m i_ sresss /s:
3.
9/ = 4 36 42 :. /4 5 6 8 esi 39 40 4i f 42 43 44 45 46
STONE O CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET s wa ss G-24 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
// C co. c2. MM(S) SS z. c 2 c-
. , , . _ . ._.. _ ....._ m. _ ._. . . _ .
b CCCAl2>/NG .70 . kBP, /, j .. o 07.,.TML AtNOvAPA%/M L/M/T PC A ST E R.L- WITH IHK (JLT!.MA)TC STAE.A/s7N
$0 MSI S AM A AR W O. :Eh' kk 37 EEL USA?O 80 ^3 7 & A' Io 8C4.T.5) /
/4 . . .
e E br Tu ." . N 00 W -
3 5 @# des /
13 16
- 0; e L (usce <sa m ) ox.
17 18 19 20 29 22 23 24 2S 26 27 28 29 30 34 32 33 34 35 36 37 38 39 40 45 42 43 44 45 46
7
+
Calf.;LATION 5 11600.02 ret (B) 382 CZC -
(ATIGUE EVALUATIott OF FOUR REPRESENTATIVE COHPONENTS
,t SECTION H FATIGUE REVIEH OF:
10" FORGED BOLTED BOttiET GATE VALVE HARN NOS.1E11*tt0V 039 A,B,1G41mtl0V 034 A,B SPEC 3 SH1-88V t
PREPARED BY J. H0HE O a O H. PALIE
.O O
to 2
g- 1 9
v
. W 00 to Q
N O
1 m
' c 3:1 .
T
--d D '
l f ,
i
STONE & CEBSTER ENGINEERING CORPORATION l CALCULATION SHEET
& $010 65 g_j !
CALCULATION IDENTIFICATION NUMBER
, {/} J.O. O R W.O. N O.
ll(,60,oa, OlVISION & GROUP M #A Ctt,)
CALCUL ATION NO.
SirL OPTIONAL TASK CODE C, 2- C .
PAGE i
~ '
VELAN SR-608k ~^L .
/o" FORGED BocTED BONNET C,ATC VALVE.
A.5mE class 3Cc " . . .. .
5 CARBoM STEE L . _. .. .
NUCLEAR CLASS: L. . ..
MAM kJ0.'s . l/EII+ M6VO.M A, S .
M4I 9 Mo Vo39 A, E .
Sd. La SPEC.lF*t&NT16N: SH1-88\/
t3
'* /, $dCT/OA) 2-2 /S lN' C Nos7 0RJT/ CAL Sec 770^a
//a THE YOKE AhIh (REn AELAN RCPORT SR-Gb82 892/,4)
- 2. vat-vE /6// X /U0\/039A IS THE o R,s T CAsd E>1
/MSMCT/o^) OF TRC 'G ' L 0AD.S / R* o f>? r#C AX 3.
J T HE tJEA> bord-c 'FEvortT C.M cuterE.S 6'rzEss GASE.b OM A 5"g Dss <c+ Lokh TL0s ' TH usT Lo^b , TM GTcESS
{}: * Foe. EAc4 IME(STIA LohbtM6 CONDmOAJ 1S CA LtJf.ME.b BV Sv6Trage_7/drs 7tt. T%usT . L o Ab Gree.GG F I?-o M T/ff.
TOTAL STRE.SG AMb .40t TIPLY/AJ4 TQ15 VA4,0E Sy' 7Hf ktYf?of'9476 Y-.AT~to of Acc.ELG42.ATIos]S , M Mtsc.sb ap ykGE.G or nit. UG4)boe EEPot?X' A2.6. Yo OMh oM PhC-46 8'$ Tiktouc>+1 8/o a' g, h STEEAS C.r>UcEnTCATicN f Ac-To re. OC E /6 COM5En.AviuG- BECAve f RE. CACT STEEL, Yok4 2'
30 WM /Jo 6 IMP Eb6E.S 3 NoTc14ES,o E bl6coMT/MutriES
A C.ROSS - SEc.7/clu OF YOKE' 33 e 2 ri---6 Y /9LL Co8,NE R.S RouMbED 3.
u 37 e T/t 8 Nd YWAL [
f
& f)(/GA/tl*T* $ bb Yh & $$fS%
sv AX - 8f, BA' 40 gg 7"}} g y#o 6? 6 y 6 THE Grev9s bue To T b 7- toAb IS SM4LL s
( '
\ -
huh %w rns rwsua Acce Limr hun nymee
,, /h4 T3E4u N E6 LEc.rt.) /U TH E. F M 4 0 4. E V At,0pmo A )
45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET A 5010 65 H-2 C ALCUL ATION IDENTIFICATION NUMBER g' ' ' J.O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE ll 600 , o 7_ MfA (M -
'S f 7 C E-C. -
FRom VELA A) l SR- fo682. PA<,6 3 .
FbR SEc r/oN 2-L _
7^HE ST8 Ess . //U rdN s/Ty' . . S 8 2. = 1320 8 PS\
- OL O 'G'
.VA u vs =. Eg's .
hoo% tTuss tot m tWtort.Lo% (P%EA 83- M) SI 2 = lO6 2[
/GE tn Y' dALUE.S :
8 M(vdow.sT CASE. MOR 12[+. (1 3 t OEPJ[' /dEVJ 'G' YALUE OE'.E l G537.f + (.l t4 (0 Sf = } 'l$
SSE ) (,530f +0 + .l6 yf ' = l.z6 ShV l (Esss)%() ti.666Y' = 6.25
/-ocA o (2. 6/ 9)N(/ t /.3al)' ' = 3.50 ,
A)okmAe OSE. SSE SRV LotA 1
Tz-z. /06 W5 Jco 62 5 Jos LS* ios t C /oc25 t >'l8 ATIO I4 9$.o / /g } 21,ls,'e, 6 2fe ' 3.5lo .
G'= 'G' % ritS 2.+4 5 232.o 752.g 1 7 +S7
, 26
/fg 2 2 2 2. 2.
28 30 KSCr 42.5o 4 28(>- .S+4o 2.6 5 4.2. /$S'?S A) 50 /0 266$6 3, 900h. s Alp w oo @ . Woo 34
'52433
/.
j SS KS = STness Conceuranrson Fne,ck 37 N * % m S E R. OF CYCLES - 4'o YK DFC lOp = MumSEK Of CVCLES AlLOWG.b Fxom 4e A Sn?E S&cTtoNlit,DW I A PPEN blC ES , TABLC .[-9. I 43 44 4S 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET
& 5010 65 g_3 CALCULATION IDENTIFICATION NUMBER
[' J.O. O R W.O. NO.
lltooo , o t DIVISION D GROUP CALCUL A TION NO. OPTIONAL TASK CODE PAGE 1
9 M OA 37z Gac USEAGE FACYORS . . . . - . - YN ? .
E &$ .[OK - AccepTA BILt.r Y ^
6 NonntAL. t- 05G. t .SSE .+ SR\l + 1 OC.A S
'o o +..o
- _o. +
+ 200 ,yg 3Rooo /31 M 3
'2 O .5.5 A l ok d.oA3ctostoM 15 TNd Yht VES /2/ik Nb\l00k.EL AND lG4/W (00\l0MA % y
. NILL ld0 T FAIL. DOE .To .FA 7*t 6ut U/\sOGR THE 19 LO A MA.) L Lotd blTION % SPfCif/E4.
20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41
/ 42 43 44 45 46
STONE E. WEBSTER ENGINEERING CORPOR ATION
-s CALCULATION SHEET a us 11600.02 NM(B) 382 OZO /bE ).
LL Lc0 - SHoREHAM - # 116 0 04 0 2." RvL /1sf //./ .
' G% - DYNAt4tc. ACCELEFATtoN AT VALVE OPEPSToR C.C*. .
P R o e l. E M & ; Bof NODE #: 778 SY: *W DME g/ msg a : B F-1 aua * : R/u-nre eats : 2. /w/e3 h1STEk e : /E'// MARKn: I61IV RoVo296 G(s FoR .0AD CASE OBE SSE SRV Lo c.A AP X Qa= 4x onCg (G# EATER) io . 3 3 L. , f3 o 47/2- 2,459 2l7 It Y . lo 3 < /c y }.Gb6 /. 32 / .04 3
. E 220 I .YYo CG.YC 2.G/9 , 3/o l
17 UPSET: G = NORM AL *. d o8ES +- SRv " ( LC. 82.)
l Ga* f , -go' + 5 6 5 r * =, g.7 3
t
,, Gv= t ,f, 3
# /,666 ' 2 /,7
\
21 FAU LTED: G= NORMAL d SSES + 5RVS + LocA$- ( LC
- G) se i( ,,#f + r. c cr % 2. c re : c. s
\ te Ov' '
t\ ,jg y '+ /r G 64 '+ 4 31/ ~ = 2./
33 G= NoRNAL
- 4 SSEE + A PS ( LC d '7) 35 m. , k hD
- 3 36 3e ,/f f f pOh 5*
nog .
,, Gamo= LC % on LC W 7 [GRUJEA)
JuEMARKS t 3
44 45 46
, . . . . . . . . . , w i. .. . g. .m i :. . .._
. c o .s o . ..o .
y _ g-CALCU L.ATION SH C ET 11600.02 NMCB) 382 OZO 2 au L I t c_O ew.eu _sopair.Hett. PAGF- hO 2 soim ._
G 's oN j$0.M l
( 3 _ ll % D. C 2- Q u (8 ]-2 TA - C*.C- _
4 Pr+eet e.a 5 MAWFACTVft1 'S PRIN'I: -
. . . . . . _ . POINT 4
- 8. [.
6 . .
r
. PRoGLEM # : 0.0 7 4... R U N C fo 674670 8 . . . .. . . ._. _.!..'
s MsK **: : A X. .7 E' . 3 ! .!. ._ .
cA r a. : J-~/27/e A.
10 -
11 SYS7 E M W /.4. .I. / . . . : . ...._$_
l
' .. . . . _ . ' . M O V O I 03. I8 12 -
23 .Ll N E. DIES 1 G N A'T*1 ON :t* _ . . . . . . . _ _ . . ._. _. . . ._VA LV E. #: . . . . .
24 '
/ /e 2s . c. t ev^ r i c> tc .._..._.-_._: __.._._ . ti o V (G,q,,) zws r. ..
16 17 E XPER f E Man ACC E L ERAT'ED GS FOR LOA D CAS.E 28 19 nBC - /NFRT/A .SSE -- /NF#7 IA SRV- /NEPT/A L O CA -1A/FR7./A.
[
22
~( _
% , 2 96'" . ro 4 -
~
~r Y 7 7 ~-
~ iB 28
~ ~
22 .-
. / ST' ' 'if f 3 3 7~' ~ . i t i-l 24 g . ._....; . .. .... ..
.Q 8 .g..
2s
.264. . . . .4.r 7 /, +7/ ,/ -
26 21
-.... .. 2 .. . . . . . . . .
28
-. ...._. -._._....-r-_..._.. . ..: .. .- .... _. .. .
og .
~
. . CO M fM C N T*S: __.......;..... . _ _ . . _ _
6.j.__...___..__...__..
30 Hoc tv oN T A L 5 -
31 . . . .
32
'7 '
,, q n w e r'-b ,. +t . .
7 .,4 pW' b+ , hc----.
W. - -[ --'
34 .
i . .
35 ! r I~ '[~~
~~
as . -
j 4*7&gc up.ser \ ; *2.dr#"L. ,: r - --- - - - - - -
, . . ..7......__......; ._ .. . .. - . . . .
! 3S l
t 3, a '
C-i ,s ..
41 V E RTi cA L >
....p..
ah g #
w 'g g,e 1 . . . . . . _ , . . . . . .
44 t
4 '.
l l a.
4 veser = j , / 4- 7 t + , 3 P *
= 'f y , . . _ . _ _ . . . . . . . . . .
.........o w i. .. . .
i . y. n . . .
. c m . . . .. . . n . - ,H - 6 CALCULATION GHCET t_i_co 11600.02 NM(B) 382 OZO ,
i n,.
v.o~._.M.O a c.M M . . PAG E ((_ l 2 sua O 's on ~ boy
(
3 - s oc. ot- w(M-zst ac_-
, 4 .....,~.
5 MANUFACTVRE'S PRINT:
. . _ . . . . POINT 4 I I f 7- i s . .
l i
PROBLEM # : 0 0 . 'Z 4 . ._. . .. . . ' _. , . .. . . . . ._ R U N :'. : R 06 7 + M o.
8 . . . . .
9 MsK 4* -. 4X M. -
cATE .* _5~ z 7/g.2 .
10 .
' ,- ~
22 sys I*E"M :W ! .. . . . . . _ k.I C-k. I ...* !
- 1. .! '...... M O V # ! O M. A 12 -
l 23 Li N F._ DE.S tG N ATI ON :t* l _ . ... .__ . .. ._ _. .. ... . -
_VA LV E. ?? * . .. .
24 .. . . . . . _....:_
'_.' , . _ _ . _ e a 25 . _ c L EVA'ri c) M: . . . _ _ _
! ._, ..._. _ . R O Vm(_m, e.T ii,) ..
16 17 E XP ER IE MCED ACC E L E RAT'IED GS IoR LOA D CA S E_j_
ss -
s .
19 ,__ -
/28);~ - /NFRT/A S5r - /NEArY1A .SR V- /NFR'17A L OCA-1AffRTJA x 2 c1 -- . +. 2 s
- q;.c,7 -- - /. g9g 22 '
/ 3-
< 23 ._
. I4 -
, .L_ . . I '?. . . .
--f 24 g . .. . . . .
25
. 2. . . . . a 90 - .... oo9 . . 74. (
26 27 l
....a.- . . . . _ . . . . . -
2S 3 . . . . . _ . . . . . . _ _ . _ _ _ ... i. ., _ _ _ . _ . - . . . . . _ . . . . . . _ . . . _ . . . _ .
. . CO M M E. N 'rS: . . . . . _ _. . . ._ n . . ; . . ' . . .. l _. .. _.L . . .
30 , ,
i gog if o g r A t 4g .; S . ... . . _ : . _. __ _ . ._ _..
31 . , 8 ; -
. . . __.... v . . . - . . . . . . . . . .
Y
~
33 kk e ,
34
. ......L _I....
i
_ . .j _; . .. ... . . . . _ . . . . . . . . .
-~.. . . . . .. . ...
,I . . .; . i _.. :. -.
i 35 -
I i' h,'1. .
,l 9 uesei =1 - , 7 5* 2 Y + ,-{ .-.._.....__..!._.
4-1-;h-+ :- - 1 38 i ! 8 39 ' '
L V.E R rI cA L 6j,s-42 . . , ; .
2 = .
. % . . . , ' ~_ '[i i.3 FA ut.:T E D ~ \ ..
' , L l 4.
- l-t ,r'l , k-; , ~r *rT V S p 44
- t 4.
t I !%. ;
e.="*- O n U PSE T _.
\ ,,/'d 1 - -
p ,:ff' 2,.L' ~
~~
/
- . 4e
- l 49
.n'
STONE P CES97ER ENGINEERING CORPORATION CALCULATION SHEET m2. 11000.02 NM(B) 382 OZO ~
PA6 E 2a
, LI LC O - SHCREMAM - # ll(o 0 0 0 2. -NN6')-254 - c tc }
)'
Gi s - DYNAMtC. ACCELERAT10N AT val.VE OPERATOR C.G-PRCSt.EM & ; B07 fqopg # , _716 SY: I bmDATE.12l#/2 tl A%f MSK 4 : fM - % H - 2. gun 4: R/64 9347 M: 7f2. BL 3
bTSTF.M & ! IEll MARX #*. MOV 039 8
' l Gv4 FoR t_oAD CASE l l
- ICBE I SSE I SRV i ' ctA i AP i .
$ % .0.24o 0.41I 3.99 l 1.932. O.19 8 Gn' 4x QR% MAM) '
,, Y 0.278 0. 45 (, 3.303 1.ll'l 0.165 O=Giy v
l' ,
3 0. t?. r 0.1% l.181' O.835 0.006 -
UPSET: G = NonMALt 4 oss$ + SRvi ( LC. 8 2. )
20 h 0.260
+ 3.99 ; * = 4.01 f
0.17B S + 3.303*
\ ,,
ev= t 2 3.31 FAU LTED: &= NORMAL d SSES + SRV* + LocAS- ( LC
- 6)
N' O. 4 n' + 3.99'l'4 f.932* = 4.46 I)
Gv" t\ 0. 4 5 (,* + 3. 3 0 3* 5 1.1 rl * = _3.15 Grs MotAL,
- 4 ssE S + A P8- ( LC 4 7)
# 0. t 9 B = 0 . 4 (o i
h 0. 4 t l* 4 36 3,
OV" 0.454
+ 0 165' = 0.48 '
l - ',2; NOTE : - - Ge wn 5-LC *G cA LC # 7 (3GTER)
AEMARKS:
43 se 45 44 l
l
=n----..--.-..-._ . . _ . . . . ..
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET ,
a soio ns CALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. NO. DIVISION D GROUP CALCUL ATlON NO. OPTIONAL TASK CODE PAGE
// dos. e 2. HAflA./' 3 7 2. C&c f2E. Ceco tATIo
_.7_u_ . &, (M.VE. GT9En U)rN 'T@uGT 'rce4E VEMo'JED M-F 10" FORGEL BOLTED BONNET HUCLEAR VALVE 4
s THRUST
' 2
~
- TR = 0.7854
- DI AGL
- DELTAP
- SEATF + GF 2
* = 0.7854
- 9.689
- 575.00
- 0.30 + 3181.00 to ll
" 7 = LOO = 0 bb5, Ms-rf : [fA4 l/f'S /f//NfddV 0] ydpA A AfD
,2 ,
/6-f frM6 Vo34 d,8 A46 // sax /At.t.y C.f. 03 C Dt/As&d b W/AAfrc 6MAJ75.
~
V-e ; ss e, is es, .s.s c) i4 TORQUE
@fb f,g des vs ee"Aris> Hc V
,, TO = 12
- STEM THREAD FACTOR * /sep u // WM 444 c# WE
^? Cps'<scco n
= 12.
- O.0l81
- 15900. (y l/Alvs dA W 'S evcseconc sea r ,cascwcw/ peecmes is = 3457. IN-LBS fxic rio.a A u s /.s w a s "A c s s u x 6
( i ,, MT = + P'l
- 8 ### * * ### "# ## 'D
= 34&T + 2000.
- 3,000 Mew ^< < sA h osius Ts,'c V4 c 'sg.
4oeo diaset 7,yg VAuts A A'e N dA M A Ltj
" W IN-LBS c e.cso p e x/ u s p y ggisic, g e s g 3 24 J A s .s ts 7r) As9e vE, TMs .sren T&A "ST $A C 6 WA3 )Mt 6'3S/OCAre INTERdAL C06PLE LOADS To ^~3 e 3/ des */cd's-r- >7> rsig FAr/s d4 Lik t s / -7H E Vs w e ,
28 P2 = P1 * ( L + Ll/2 ) / EAVE G eg,cou .-7y,s/me & tA rr so 2000. * (
= - - _ - - - - -
7.375 + 10.750 / 2. )
3, ___ _ _ ______________
,, 7.583 53 = 3363. LBS 34 3s P3 = Mf / EAVE 36
= 945W. /
604 o 7.583
= 1349. LBS
?9/
39 l 40 en t 4.
l 43 44 45 46
STONE S WEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET A $010 65 H'-9 CALCUL ATION IDENTIFICATION NI:MBER J.O. O R W.O. NO. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE N4oo.oe Na tW/ 332 cdc 10" FORGED BOLTED BONNET liUCLEAR V'ALVE 3
4 s BEDDING MOMENTS 6
MZP = PI
- Li / 4 ,_.
= 2000.
- 10.750 / 4.
8 = 5375. IN-LBS
' (n) io MZD = ( 0.50
- f.,74+PVERT) + P2 )
- DELTA
= ( 0. 5 0 * (.,1.59etT' + 0.) + .3363. )
- 0.0417
= 47t". IN-LBS st /4o is MZ1 = MZ2 = MZP + Mair /4o (**)
i4 = 5375. + -4Pt";
is = 484tri IN-LBS SS/S MXT = P3
- L1 / 2 /ed
= 424*T.
- 10.750 / 2.=. 7') / W /0* 75/z
'8 = 44EHr. IN-LBS
,, #25/
ro MXIP= P1
- L / 2
,, = 2000.
- 7.375 / 2.
22
= 7375. IN-LBS 25 MXI = MXT + MXIP 6d a4 = .470$ . + 49f*5~.' = 4 2 S/ + E 75 23 -J 107 7 IN-LpS
//425 (sk )
MX2P= PI * ( L + Li ) /2 er = 2000. * ( 7.375 + 10.750 ) / 2.
as =18125. IN-LBS 29 MX2 = MXT + MX2P
= 4+e.r. + 18125.= 425 / + 'B'E 6 3'
=24400. IN-LBS 32 ZZ$16 (M9) 33 MX3 = P1 * ( L+LI + L2 )
34 = 2000. * ( 7.375 + 10.750 + 2.750 )
3,
= 41750. IN-LBS 3'
MX4 = P1 *( L + L1 + L2 + L3 )
37 = 2000. * ( 7. 37 5 + 10. 7 50 + 2.750 + 1.900 )
- 3. = 45550. IN-LBS
- MX5 = P1 * ( L + LI + L2 + L3 + L4 )
= 2000. * ( 7.375 + 10.750 + 2.750 + 1.900 + 5.352 )
= 56254. IN-LBS 42 43 44 43 46
}
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET g 70 A $010 65 C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. NO. OlVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
//4 o o. o z. /b/$6) 312 C 2C.
I 2
3 10" FORGED BOLTED BONNET NUCLEAR VALV 4
*******************************************************E* * * * * * * * * *
- s YOKE PN 89182 6
# ~
8 SECTION 2-2 STRESSES CASE I - LOAD PI IN X-DIRECTION 10
,, - AXI AL STRESS AT POINT 'U' -
SY2 = ( 0.50 * (.M+PVERT) + P2 ) / AREA
=( 0. 50 * ( M9tXT. + 0.) + 3363. ) / 5.625 i.
= .24M4 . PS I 15 SY2Z = MZ2
- C2 / IZZ
)
, =.5846. *
=
1.458 /2.685 W ##'S # 4 #S#f /E 4d55
,e 22.99
'hM PSI 19 SYXT = MXT
- 0.50
- H2 / IXX 2a = H&$.
- O.50
- I .500 /3.1641 = 42S!" 0 S/ /5/3. /c4/
= -569. PS I too ?
'SY = SY2 + SY2Z + SYXT 23
= 3&47. + .3.Wr. + .S&eY. = $98 + 2 99 9 . soo 7
- 2. = .6776. PSI es 4400 ("d 27
- AXIAL STRESS AT POINT 'V' -
28 SY2 =( 0.50 * .(JW+PVERT) + P2 ) / AREA
,, =( 0.50 * ( 15900. + 0.) + 3363. ) / 5.625
'o = .2&tt". PSI mn 3 73 SY2Z = MZ2
- Cl / IZZ
't
= GettY.
- 1.042 /2.6855 = SE/Ss / o 42/$.ust 33 = 3369. PSI 3, 2 /4fo Od
SYXT = MXT
- 0.50
- HI / IXX
=.903.
- 0.50
- 3'
= .J&?ff. PSI 3.000 /3.1641 = 42S! k 5 k 3 O/Its+1 37 zo cs ru) 3a SY = SY2 + SY2Z + SYXT 3, = 30tT. + 3iiHSS. + 4+7tI. = S pg + r/4 o s e o es
* = 748ttr. PSI d' 47s3 ('")
42 43 44 45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET ,
CALCULATION IDENTIFICATION NUMBER
[ J. O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE
\ swoo. e 2. W M f~4 ) .B r2 c s c.
i
. _ _ _ i --
-A m _ ... ... e- a . i 5
10" FORGED BOLTED BONNET HUCLEAR. VALVE 4
s -
SECTION 2-2 ( CONT'D )
, CASE 2 - LOAD P1 IN Z-DIRECTION . . . .
- AXIAL STRESS AT POINT 'V' -
io SY2 = 0.50 * ( + VERT) / AREA
,, = 0.50 *( .+ 0.)/ 5.625 2t+$ f13
's SY2X = MX2
- 0.50
- Hi / IXX
- i. @ @iM'r.
- 0.50
- 3.000 /3.1641 = E2 374#,.r pA fgg
=
s14+ttT;'
oso-) PSI) is Ug
" SY = SY2 + SY2X
= 44+3'. + 4+T70~. - O / 'O ## 7
's = _! 2 : 07. PSI
/0607 %)
no MAXIMUM SY e SECTION 2-2.= 14H'rf. PSI
('
;,, /060'?
22 SHEAR STRESSES as ST2 = ( 0.50
- P1 + P3 ) / AREA 24 =( 0. 50
- 2 000. + SWT . )/ 5.625
,3 = M . PSI 9 '
,, .5/8 7
PRINCIPLE STRESS & STRESS INTENSITY to 2, 2 2 3o SIGMA 1, SIGMA 2 = ( SY/2 ) SQRT [ ( SY/2 ) + ST2 )
/Odo? /0607 2 2
= ( 4&Hpr./2. ) SQRT [41&teur./2. ) + .397. )
32 ss SIGMAI = '2:^C. PSI = /og/g J/8 SIGMA 2 = M . PSI
- 34 - P. S
S12 = SIGMAI - SIGMA 2 5'
=+5+96. - ( ~44. ) = /0C/4 - (- 9. 7)
. = 14208-37 /0425' P(*SI
)
se ALLONABLE STRESS INTENSITY = 262S0. PSI (REF PAGE 6 )
l .o 4&RCE'. < 26250.
l
/oS 1s I
CONDITION SATISFIED 42
. _ . _ . _ _ . . . _ _ i 44 45 46 l
STONE & CEBSTER ENGINEEQlNG CORPORATION CALCU ATION SHEET A Solo 65 f/z-CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NC. DIVISION O GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE [8 4
//6 co. s z '
NM'(8) 3g2 C 2C i i S-r.csss /c/Must ry 2)UE '?b E5 yam ~7EVA U S T~ OUl- Y
- p;a s e awas; . C4 e e v c.+rrows MsynduSW ' WA
/ya
- cou rwsurra.,v sf 77Yf srA'dn AMocMf& V// W
- Yo^;A S-r4M 7;MdVS f~ ACM 73 ~/Nd "fD T4 4 57ms ,
i2 7Tse VM' 14
's 7 't = / 5 9 e o A 16 17 D/2eur
19
- 7~p = M y STEM ~77VAEAD AAcwd *'- 7'AC-
= TQ = 12 <0,0/21 x l6900
23 2S
= 345'? /W~ dds -
es h1T = 7*Q + Pi 6 8 = 3 45 7 m -l S. te /N TERNA L C ouPL E t GADS 29 so 31 Ps =: MT/n ve = 34n/ 7,583 = 456 uss Bunciao- Momsu1~S ' 33 >< M 20 = 0,5x TR x 0,04/7 = 0. 6~ kit '900 k0.0!!!?= 3b-a SS ss MZ2 = Mzi =Mz o = 331
^
se M x 7~ = P 3 x L ll2 = t f6 t 710. 75,/2 = 24 57m-c 6. <o (4 W I. = M % T = 2 4 (lia -t a 4, Afx 2 = MK T = 2 4Cl w -us. 44 , 45 46
STONE P. CEBSTER ENGINEERING CORPOOATION CALCULATION SHEET M /3
.h $010 66 CALCULATION IDENTIFICATION NUMBER f J.O. O R W.O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGEAd_[
a $g CT/ o d 2 ~2 CYAESCES C A $ F f - f. 9 4 6 Pl'/4 A~D/RECTIOM s -AgrAL c rpegs g r poi ur "fj
- SYk =. D TR,p!g,ggy a jftG, oft
'o S Y 22 = M a2 x Cs /Zz z = 3 5/ x l.4J~r/2.Se s r * / 79 psi
.N SY yT = MX 7 k d.T *Ss/Ixx = 2471
- 0.7*/af/3.Itt// *Td'lPS!
SY c fdl/3 + /79 +T// r 2/ 73,ost. s - A x 14 t. $ TRESS krPold T " V " ce S Y 2
- C.T TR/C6 zT w/V/3ps /
co S Y 2 2
- IV2 2
- CrlIEE = 3 3 / & l 01/ 3l2.6853' = / 3d pst b YX Y v MK T x C.T#Ha/1Xx .=2trTI "0.5t3l3./d4/ * //62pst a
$v = S Y2 +$ y 2 3 +$ Y X Y r /t.//3 t/tB +//C2 = 2.70.6 pCi
's
$x es (A S E 2 - l 0 4 /> P / ttl 2 -DIRECTION' 27 ee -A X/ A L STRESS 47 Po/N T "l/
- s
$Y 2 ' 0,y e TA lA RE4 =-C.Tx / C990,/'$~62T =/$//.$,0$t n
S v 27 = M y 2 e 0. 7 < HilZ x x =245/ *0,74lg,/4 = //62pn
,4 S v = S Y2 +S y2 x = /4/3 t tit 2 - 257Cpsi ss SHsA R S rRES3 EJ s.
3T2 w Pg / preg .c 454/c.6s.r = 81pst 40 41 42 43 44 45 4s
STONE O CEBSTER ENGINEERING CORPORATION CALCULATION SHEET ,y ,p A 5010 66 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O. DIVISION 0 GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE 75 0
.-- _._.--.s +
4 (L. J *s 1- _ ?' . 6 y ' ' '
- 7 .g , , / ..
e V L , -y ' ,/_ , ,- 1O gg ~[ / p- 's tt 14 IS s ># , , 792wcn ots dr*v.s.s / 57:26ss /urwasiry 19 l l) .. lhN $
~~~
at gjggtgLy & ES (*j) mr [("g-)* + 2
]
26 2.705 - 2 703 = sisum = 2
+ 3 2 70 3 rst
s te H41 '; 27. 03 -~ 2703 .-- =. o 30 1 31 32 34 6ex. = 5/6MA / - SiGHA 2
's 36
= 2 703 /SI 37 3e l 39 4l
/2 /5 W84G b5 L O 4AJ W& $ U Df/A AA.)C.G
( ** 43 G wsr. j 44 45 46 l
I 1 SHOREHAM NUCLEAR POWER STATION - UNIT #1 l FATIGUE EVALUATION OF COMPONENTS OUALIFIED BY TEST Supplement No. 3 to the Shoreham Safety Evaluation Report (Ref. 1) addresses the subject of seismic and dynamic qualification of safety-related equipment. It was requested therein (Item 8.b) that clari-4 fication be provided "of how the fatigue testing was actually conducted in assuring that TRS's envelop RRS's and that the input loads cover suf ficient duration and number of SRV cycles which have been defined." That clarification is provided herein. It is first noted that, with few exceptions, " fatigue testing" has not been performed for Shoreham equipment. It is a requirement that tne
- amplitude and frequency content of test acceleration inputs bound Shoreham requirements for combined seismic and hydrodynamic loads. Also, s for tests performed since SRV loads have been defined, the required test duration has generally been increased from a minimum of 15 sec/ axis / test to typically 30 sec/ axis / test to account for additional SRV cycles.
]' Here " test" refers to each of the five OBE (or upset events) and the one SSE (or faulted event) to' give a total of 180 sec/ axis. l In order to further quantify the number of equivalent SRV cycles achieved, I a detailed analysis of an actual Shoreham test acceleration time history . has been performed. The objective of the analysis was to calculate the fatigue damage to a family of idealized components due to the test time history and compare to the calculated fatigue damage to the same compo-nents due to the expected number of SRV actuation events in Shoreham. 1 The equivalent number of SRV cycles inherent in the test can be inferred ! from this comparison. . The primary assumption made in the analysis is that for a comparison of test'and SRV event fatigue effects, equipment components can be idealized as linear single degree of freedom oscillators. With this assumption, fatigue damage is calculated as described below. First a family of oscillators was selected. The oscillators were chosen. to have frequencies in the ranges of Shoreham SRV response spectra peaks, i.e. . 8 Hz,18H, and 30 Hz; and also at 50 Hz which is generally above the range of SRV resonances. Each of these oscillators was then subject to one or more calculated re-i actor building SRV acceleration time histories. The input building time-histories used were three representative time histories factored up such
~
that their resultant response spectra would bound all reactor building spectra within the frequency range of the oscillator being analyzed. l - Output displacement time histories were then calculated for the oscil-laters with 2% damping and the peak output displacements were then assumed to correspond to a component stress of 30 ksi as a reference point. i The same oscillators were then subject to six typical one second segments of an actual _Shoreham test acceleration time history (Ref. 2). The peak
. output displacements were then multiplied by the ratio of assumed SRV peak stress to calculated'SRV peak displacement to arrive at a relative peak stress due to the test time history.
j
----gy-- -- w-vy'- m'-m--y-ve,m'#eg r-y- lyW 43+ 'wW 8 y+ Weit *- F = m -
W- W9 wg-p' *yy 3 - 9--NWur% gg n iw -g e-
l
,_ 2 l
The test displacement (or stress) time histories were then searched for peaks (first derivative zero, second derivative non-zero) and each pair of peaks was taken as one half of a fatigue cycle. From the mean stress and alternating stress range for each half cycle, an allowable number of cycles is found using a set of fatigue damage curves based on figure I-9.1 of ASME III. A discussion of the approach used to generate the fatigue damage curves may be found in reference 3, page 270, in which the concept of constant fatigue damage curves is discussed. The net usage factor is then calculated to be: net allowable all pairs The equivalent number of cycles at the peak SRV stress level is then calculated to be: 4 SRV cycles " net " allowable at SRV stress This number, associated with 6 seconds of test input, is then multiplied by 30 to account for a total of 180 seconds of testing (for each axis). This number ranged from 1.2 x 106 to 11.4 x 106 for the idealized com-ponents analyzed. The equivalent number of SRV cycles in the test must then be compared to the required number for Shoreham. The Shoreham plant is expected to ex-perience 253 SRV all valve actuation events and a large number of single valve subsequent actuation events. Analysis of these smaller amplitude events has concluded that they are equivalent to approximately 650 all valve events leading to a total number of 900 used for design. The num-ber of stress cycles per event has been found to be generally proportion-al to the frequency of component response, i.e., f/3. The total number of stress cycles, therefore is 900 (f/3). For the idealized components analyzed this number ranged from 2,400 to 15,000. For all cases analyzed, the ratio of test cycles to required cycles ranged from 150 to over 2000 or a minimum factor of safety of 150. On this basis it is concluded that typical Shoreham test time histories have a more than sufficient number of equivalent SRV cycles to cover Shoreham requirements. I I
1- , References i 1.- " Supplement No. 3. Safety Evaluation Input for Shoreham Unit 1, Docket No. 50-322. Equipment Qualification Branch". December 27, 1982.
- 2. Shake Table Qualification Acceleration Time s
History for the Kaman KDA-HR Detector. Trans-mitted to Stone & Webster Engineering Corp. from Acton Environmental Testing Corporation via letter dated April 22, 1983.
- 3. " Engineering Considerations of Stress, Strain '
and Strength", R.C. Juvinall, McGraw Hill Book Co. 1967. 9 'I 4 i e r
~ , , _ . ., , , _ ~ , _ . --, , - - __ . , , , . _.- -
e e AS OF 09-01-82 PAGE 1 SHOREHAM ttJCf. EAR P0HER STATION SHOREHAH CATEGORY I EQUIPMENT CHANGE RECORD CURRENT D ATE 06-21-83 STONE AND HEBSTER ENGINEERING CORPORATION EFFECT CH DOCUMENT S DATE OF ISSUE EQUIP. AFFECTED NATURE OF CHANGE SEISNIC QUAL. F-42213 09-08-82 IH21mPtt.-060 ADDITIONAL RELAYS TO BE ADDED TO CAT.I HASS OF ADDED 8'ANEL RELAYS NEGLIGIBLE-NONE F-40424J 09-09-82 1011mPit.-021 ATTACHNENTS TO SHID / RAD. HONITOR. SYS. HASS OF ATTACHHENTS NEGLIGISLE-NONE P-3930H 09-27-82 IH21mRH-40,41 CLEARANCE PR00. FOR 02 BOTTLE RACMS HCOIFICATION INCORPORATED INTO CALC 341-CZC-NOME F-42825 09-30-82 IZ97mPte.ER1-4 ADDITIONAL SUPPORT FOR H00ULE CASES TO APPROVED BY CALC. 292-CONFORH HITH TEST HOUNTING COtCITIONS- CZC-009 - NONE CAT. 1 PANEL P-3930L 10-05-82 1H21mRH-40,41 SUPPORT OF 'HARANITE I' FIRE BARRIER SHALL PLATES ADDED TO FRAME
-NO INJACT TO QUALIFICATION i l
(CALC 341-CZC) 10-07-82 1R24*HCC-1119 ATTACHHENT OF 1" DIAHETER CotGUIT HASS OF ADDED CONDUIT F-184818 HEGLIGIBLE- NONEtCALC 311-CZC) F-43143 10-28-82 IT47eUC-17A.B N0ZZLE SUPPORT FOR (MIT COOLER APPROVED BY CALC. 8 356-HZ
-NONE F-39452E 11-04-82 1D11mPtt.-21,22 1" DIAMETER COPSUIT ATTACHHENT TO FLEX CONDUIT USED ON ALL CAT. I PANELS C0tMECTIONS-NONEtCALC 311-CZC)
F-43727 11-09-82 IT48eRC-002A&B ATTACH SH BORE SUPPT TO REC 0tBINER HASS OF SUPPORT NEGLIGIBLE-FRAHE (CALC. 8292-CZC-0083-NONE F-42897 11-12-82 1H11mHCB-01 BATTERY CHARGE / DISCHARGE APMETENS ADDED HASS OF fJMETER NEGLIGIBLE-TO HAIN CONTROL BOARD HONE F-29608A 12-15-82 IP50ePS-113A INSTR. STD ATTi.CHED TO STRUCTURAL PLATFORM APPROVED BY CALC 363-CZC ePS-113B ePS-105A
*PS-105B f IP50mPT-116A mPT-1168 ePT-111A mPT-111B IC41mPT-106
PAGE 2 SHOREHAH MJCLEAR PONER STATION SHOREHAH CATEGORY I EQUIPHENT CHANGE RECORD CURRENT OATE 06-21-83 STot4E 210 HECSTER ENGIf4EERIriG CORPORATION A EFFECT ON 00CUNENT S DATE OF ISSUE EQUIP. AFFECTED NATURE 0? CHANGE SEISHIC QUAL. 7 F-40154C 12-99-82 1297mPFL-ER1 ADD TERHINAL STRIPS TO FRAHE OF PANEL hASS OF TFR! LINA' STRIPS
-ER2 NEGLIGIBLEtCALC.4?92-CZC-009)
-ER3 -N0 tie P-3930Q 12-09-82 1H21mRH-40 APPROVE GRItOING OF FAAHE FOR INSTALL. APPROVED BY CALC 341-CZC
-41 0F HTDRO. BOTTLES -NONE
, -42
-43 F-44635 01-07-83 1633mFT-012 INSTRUNENT STD.-BASE PLATE HODIFICATION LARGER PL & BOLT PATTERN USED/ APPROVED BY CALC.
292-CZC -NONE H&D 5520 02-08-83 1821mHSR-21 GAP REQUIREHENTS APPROVED BY CALC.8 332-JE 052 -NotiE N4D 5554 02-08-83 1633mPRR-07 BRACING HODIFICATION. HELD CLARIFICATION LARGER SECTION INSTALLED THAN , I ~ ' REQ'O -NONE F-43822A 03-04-83 IT48mPPL-t68A TUBE SUPPORT ATTACHHEdT TO CAT 1 PfNEL APPROVED BY CALC. 292-CZC-069A 001 -N0 tie ei F-45139 04-07-83 IT48mPit-068A TUBE SUPPORT ATTACHMENT TO CAT 1 PANEL APPROVED BY CALC 292-CZC
-0603 001 -NOME
-069A
-069B F-431473 05-09-63 IT47mUC-17A&B UNIT COOLER N0ZZLE SUPPTS APPROVED BY CALC. 8356-HZ
-NONE r
<p-22727C 05-19-83 1N43mPPL-C01A CO2 STAtc SUPPORT INTERFERENCE APPROVED BY CALC. 289-CZC
-C08/11 -NONE s
PAGE 3 SHOREHAM NUCLEAR PONER STATION SHOREHAM CATEGORY Z EQUIPttENT CHANGE RECORD CtstREUT DATE 04-21-83 STONE Are HESSTER ENGINEERING CORPORATION EFFECT ON DOCUMENT 3 DATE OF ISSUE EQUIP. AFFECTED NATURE OF CHANGE SEISHIC QUAL. i F-44182 11/24/82 (NSSSISTEAH DRYER / ADDS REDUteANCY AT THE NONE-APPROVED BY CALC 309-HF t SEPARATOR - SLING / POLAR CRANE INTERFACE HEAD STRONG 8ACM , F-44890 01/26/83 (NSSS) NSIV VALVES CHANGE ON NAHCO NONE-ITEMS REPLACED HITH (.IMIT SHITCHES QUALIFIED ITFHS , F-44170A 12/28/82 (NSSS) PANELS REPLACE EXISTING LEVEL & NONE-ITEMS REPLACED HITH IH21ePtL-04.05.09.10 PRESS. TRANSHITTER H3DELS QUALIFIED ITEltS HITH ROSDIOLRiT 1153 SERIES
/
F-32304 12/30/80 (MSSS) PANELS ADD Ptst SLFPLY FOR ROSE- NONE-ADDED ITEMS ARE QUALIF fM 1H21mett-435.634 NOUNT TRIP LR4ITS HDDEL 8 5I000 i - F-32232 12/02/80 (NSSS) PANELS ADO ROSEHOLR(T TRIP UNIT . NG!IE-ADOED ITEMS ARE QUALIFIED t 1H11mPtL-601 HODEL 85100U l P-4429 05/14/83 1D11mRE-062 REPLACE 8440 ST.,STD'l t#ff NONE *EPLACEHENT ItS' ROVES THE ! HITH A NYLON LINED LCC(ING PAJT HOLMTING CotBITION. l
'9 v %%.,
*4e-sem Y
T \
-1 i
4,
._ .._. ~ ._ __ -. -. - - - . ..
- - ~ - q ,
m_ _ % l SHOREHAM CATEGORY I EQUIPMENT CHANGE RECORD GENERAL ELECTRIC COMPANY 9 1 Document # DATE OF EQUIP. EFFECT ON (FDI/FDDR) ISSUE AFFECTED NATURE OF CHANGE SEISMIC QUAL. KS-01-1127 11/3/82 1B21*AOV81/82 Replace limit switches New limit switches qualified by test 121-88524 9/23/82 IE51*TU005 Modify hardware Modifications made to conform Shoreham Rev. 1 RCIC turbine to tested turbine KS-01-2144 11/11/82 1H11*PNL602 Add relays Relays identical to other qualified relays KS-01-2148 1/12/83 1H21*PNLOO9/010/ Change pressure New transmitters do not affect the 004/005 transmitters qualificaticn of the panel TFHN 9/20/82 IE32*PDTO38 Relocate device from Device qualified at new location rack to ship loose mounting KS-01-2160 4/22/83 1H21*PNLOO4 Change pressure New transmitter does not affect the Rev. 1 transmitter qualification of the panel. KS-01-2196 4/20/83 1Hil*PNL654 Change relay New relay qualified by test KS-01-782 11/14/80 1H11*PNL601 Add Rosemount trip New unit does not affect the qualifica-unit model #510DU tion of the panel KS-01-792 11/14/80 1H11*PNL635,636 Add power supply for New power supply does not affect quali-Rosemount trip unit fication of the panel model #510D0 L
-- _ _ - - _ _ . _ _ _ .}}