ML20203G976

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Rev 0 to Calculation C-295-7.14, Seismic Fragility of Emergency Chillers
ML20203G976
Person / Time
Site: San Onofre  Southern California Edison icon.png
Issue date: 11/22/1995
From: Hadiditamjed, Nakaki D
SOUTHERN CALIFORNIA EDISON CO.
To:
Shared Package
ML19317C819 List:
References
C-295-7-14, C-295-7.14-R, C-295-7.14-R00, NUDOCS 9712180275
Download: ML20203G976 (69)
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Text

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. ~ - ~., -. NES&L DEPARTMENT CALCULATION SHEET

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CCN COWE 450't Project or DCPMMP Calc No. C - 3 T f "' 'II ccw e CCN-

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  • GMpwly cNtMC-sheet No.- 3 arv onomion oats at oats arv onc m ten cars as cars fo\\ y,,m f/*lohT 1/r/15' 044

$lW% /\\ /\\ kl TABLE OF CONTENTS ShtR1 1.0 Purpose 4 2.0 Results/ Conclusions 4 3.0 Assumptions 5 4.0 Design inputs 5 5.0 Methodology 5 6.0 Reforences 7 7.0 Nomenclature 8 8.0 Computations 9-36 Appendix 1: Excerpts from Ref.'s 3 and 4 (25 pages) Appendix 11: Excerpts from Ref.1 (4 pages) A Frcti DI A 111. l fyCCF PT5 Fftord iteF 's 4,d 4 6 (5 7A/,5-5) j 70Th l f M Ct s & $ C:\\songe\\cMt. doc h '"""a *

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NES&L DEPARTMENT CALCULATION SHEET Dart ru cewwo Fact or CCN COWLR$iCN: Pro)ct or DCPMMP Calc No. (-71f*7I ccwwo CCN. Sub>ct 60 AGS A k 5 lNCfI CMit& THCY C14Ill(4-gy,,, y,, 4 AW ORCWATOR DATE IRE DATE RtV ORCHATOR DATE BAE cATY [O\\ 9/ma-7/nMT t/t/9r 4H V&lis [ / 1.0 PURPOSE The purpose of this calculation is to estimate the seismic fugility for the SONGS Units 2 and 3 Emergency Chillers in support of the IPEEE program. 4 Tag No.'s SA1513ME335 and SA1513ME336 1 2.0 RESULTS/ CONCLUSIONS The seismic fragility of the Emergecncy Chiller based on functional capacity from test results was estimated to be: A Sa " II'44 h an = 0 27 1 Gu = 0 5 8 HCLPF = 3 71g j pr sei/ff l The seismic fragility of the Emergegncy Chiller based on the structural failure mode ' Cap r,tb> FANE.L SuffJST 6' ' WUC ) W) was estimated to be: (

    1. 7"

, = 7 24p Bn = 0' 4 Gu = N3 HCLPF = Z G5p l ............i.. C:\\songe\\chiu. doc

NES&L DEPARTMENT CALCULATION SHEET ccw cmytasov: Project or DCPMMP. Calc No. C'?15 ~7 I4 ccuno CCN.. Sub}ect W465 2 M JPett ' 6/4c GeNty c tf f((( g-sheet No. 6 an onc m ton cats me eats m oacuten cars inn ons g [O\\ $w faMT~ 1/1/15' @l b9 ^ /\\ /\\ d 3.0 ASSUMPTIONS The following assumptions are made in estimating the fragility of 9e Emergency chiller:

1. The functional fragility of the chiller is assumed to correspond to function during the earthquake, withot;t tha consideration of device specific relay chatter.
2. The functional fragility is assumed to be adequately estimated from the tested levels in the qualification tests of the chiller control panel. The qualification report (Ref. 3) for the control panelis used as the basis for the fragility evaluation.
3. The horizontal response of the chiller control panelis assumed'to govern the capacity of the panel, sonte rne PAact. ls MLArl'CL/ STIFFCr-IM T11r ven.nML ptat nod.

4.0 DESIGN INPUTS Selsmic qualification information is contained in References 3 and 4. Median floor response spectra are given in Reference 1. 5.0 METHODOLOGY The methodology described in Reference 2 for estimating the fragility of components qualified by test is adopted here to estimate the fragility of the chiller control panel. The test response spectrum is compared to the required demand response spectrum and other factors are included to account for various conservatisms and unconservatisms and the corresponding variabilities, us es ns me= ene p,_

(. NES&L DEPARTMENT CALCULATION SHEET " " ~ ' .aniu ecu uo aAct or CCW CA'v!R$ son: Project or DCPMMP Csic No. C-295 ~ 7* I4 ccu uo CCN. 1 subject ssAGs 2 %s IPctG : GMCtt*MV CHILLED ss,,g na, 6 arv onomion cits er oats arv oac aron oarr mc cars g /o\\ g., y,4, L T m /'ir CFN 7[p/j6 A /\\ /\\ ( i The procedure is as follows-A Sa = (TRS /RRS )(Fo)(FRSIISaREF) C C where TRSC = TRS

  • C
  • C T

RRSC = RRS

  • CC*DR The above factors are defined in Reference 2. Median values and logarithmic l

standard deviations are also provided in Reference 2. Definition of the above factors ~ are also provided in Section 7. The factors C, Cg, C, D, and Fo are obtained from Reference 2. The test T C R response spectrum, TRS,is obtained from Reference 3. The required response spectrum, RRS, and the structure response factor, FRS, are obtained from the probabilistic response analysis of the Control (Aux.) buildin0 (Ref.1). The ratio TRS /RRSC s evaluated at the frequency of the floor spectrum where it is i C a minimum over the 4 to 16 Hz range. In addition, the anchorage of the chiller is evaluated to ensure it has sufficient strength not to be the controlling element in the fragility evaluation. The fragility of the control panel support brackets is also evaluated to ensure capacity greater than the functional fragility of the control panel, ut mm ar - n.. g

NES&L DEPARTMENT CALCULATION SHEET c~,,, , e, o, CCN CCWE Aso.d; Pro}ect or DCPMMP Calc No. C-2 W~7l4 ceu ws CCN-. Subject _ soM$ 2 h b IPFc-G '. 6MC9.6&NCY cHlil1Ht.- sheet No. */ nu onomaton oats as oats an onewaton can I me cars g [0\\ f/ wee 1/a/44 2/1/LT EM YlV/S h f /\\ /\\

6.0 REFERENCES

1. " SONGS 2 & 3 lPEEE: Probabilistic Seismic Response Analyses of Selected I Category i Structures," De, Prepared for SCE by EQE Engineering , g,2.g Consultants, Mb. j 2. Reed, J.W. and Kennedy, R.P., " Methodology for Developing Selsmic Fragilities," EPRI TR 103959, June 1994. 3. SCE Selsmic Qualification Report No. S023 410 7147," Seismic Qualification of the Carrier 19FA4371518 Control Panel," Rev. 1,1/23/76. 4. SCE Seismic Analysis Report No. S023 410 7111, Rev. 3,' "Selsmic Analysis of Hermetic Centrifugal Liquid Chiller for SONGS 2 & 3," 7/29/81. 5. EPRI NP 5223 SL, " Generic Selsmic Ruggedness of Power Plant Equipment," Revision 1, August 1991. 6. EPRI NP-6041, "A Methodology for Assessment of Nuclear Power Plant Seismic Margin," October 1988. 7. ACI 349 85, " Code Requirements for Nuclear Safety Related Concrete Structures." SC& CAIC. No. c.26]. /, $ cIs MK. sTtotTotM. gEsportS5 stYCTEA " i Rev. I, S/4/64 .c= u o.== -,i..

NES&L DEPARTMENT CALCULATION SHEET ,,,,,o , c, o, CCN CM'Vi46ICW: Pro)*ct or DC'PMMP _ calc No. C

  • 215~1* l'l eeuw CCN.

subject SONGS.R M IPEfe: edrGr%9' t#ture sheet No. 8 an onemton oars m ears an onemton cars m ears g /oh gm 9feSLT 2n/W & %d% 0 r 7.0 NOMENCLATURE TRS = Equipment Test Response Spectrum Capacity Requirert Response Spectrum (Reference Earthquake) Demand RRS = Clipping Factor for Narrow Banded Demand CC = Clipping Factor for Narrow Banded TRS CT = Capacity increase Factor Cl = Da = Demand Reduction Factor Fo = Broad Frequency input Spectrum Device Capacity Factor Fgg Response Factor for Building = b Sa Median spectral acceleration capacity, expressed in terms of the average = spectral acceleration of the 5% damped ground spectrum over the 1 to 10 Hz range. En = Logarithmic standard deviation associated with randomness variability SU Logarithmic standard deviation associated with uncertainty variability = SaREF Average spectral acceleration of the 5% damped reference ground = spectrum over the 1 to 10 Hz range,kREF = 1.43g at the SSE level, and 5REF " 2.86g at the 2*SSE level. l l us i... e-ein e,g,,,,,g,y,,,,, g,,, _

~- ~ G ^ ^ ~ e NES&L DEPARTMENT CALCULATION SHEET c e,- , ace o, cCNCWVERSOC Project or DCP/MMP Cale No. C

  • 195 - 7'l4 ccuno CCN..

Subject SONGS 3 h 5 iPEEt l f.MtWJity CHitlit-Sheet No. O REY ORCNATOR DATE ME DATE REY OACHATOR DATE mE DATE g /ck s - v,. u r. Vio/fr MW Yi'lis MA 4] i i ,,,,n i B.oI W M M 3 o prent p att .}Citter!!C 3 con 7hM3 .6(IWIC. $WUAl@!{ 7hf (2/ucT* oH 1Hg.pfttW/Y.. . 4Hiliff.critin /Wri. THc. 7r.srco. conixvt nft!ct..rit.$...w w Ttp g n.. m W.. .J.travl.. t.rotsrots piacHr.D Tb. 7We 6ttut CTS.. 2mW..ZP. 77tL.dh.6t'IR~......... i .. ccNOcotA7kt/.dT.@/95. /IS WlED #.W.2?T"!! 'EE1' .; a ., fiYlWidG.11lE MCTtioDotsf of' 3Cr. 2,. It% SCsh!.f1C PKAsti.IIX.of. Rt0.cettitoL . PMC /J CSTIMATCb. M WS PCC.94f'.L JS AWU.1EW.A$.Ari *M!.5 . 66-tv/C iTST)HG c.095lsity W s/HC etat 7C_sn86 (t*Ff.. 3), TTIE 7sete. Mo7701/. ?PA ') Pl Titt VIEIllAL, S//f-TD-SID6, oyD (gepf 6Alb i P/fBTicMS AFL SThC/IEP AS FAW 0F /PPctins T. TM stimit its T , _ frgfottstp WAp ~7Rt skE Bliff TEST Af C Cfttts fecAT* (M 5 sesis Al* . CACH filGWill)' (RtF. 3). 5 ^ 4T NI' 2) t "" use ocs es-est ea s e s /se am y P*sesenaermosper

NES&L DEPARTMENT CALCULATION SHEET ' ' ~ ~ ' PAfttu CC.N W PACE Or CCN CONYLkSON: Project or DCPMMP Calc No. C* 295 ~7'I A ccNw CCN - Sutilect S0!IGS A %3 IltES ** EMC M CA(Y CAMfL Sheet No.

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l g fo\\ ;%ura-JMtbT }49/tS M N !$ lP .a E = y a -.* ..k.'I.trE...s.... 7/..Sc...i_7. A3 r C. X. 01 T. .... D'Se. s ARS X Cc / O. . tt _,. f' t.,ch$1mr systs 7tsT MTQ c Ef/IVATC'.. T F Sc / g g s, .A T* T. M. C. f.ill0VCNCE.o.f.71./.G...f..t.e.cte.sP. ClitW1 .c .. p.ic. FC.. (t.~.I. s. A. MtHIMUM 014. k.. TMS. ..H..e_rJ..Ma*G. + Tv 16 I- ,. A $$vn G_ HMlpd.fML p/EECTIM-C, tdt.fCLS... -. - -.... ~.. -...... .,.. CillilltS Ltt'AltD. 0 CMIXct (AVf D_.,6}pG _pqv.1 ',__ _(bA$fM,6l), ,. _O ) @ 4 lIli OTimTE TEs 115 (EPA)(AP) . flitf$_. tPA Is 77/E TABLE 2PA VAWC5 of ggf. 5 AND AF IS 77w ~ ppgiffcjy1cd FAtTet CotxHf0dOINC-7D /p cft(fS l'D'- ' BEAT SIME ECfD AF. 7.ss Psc SX p/8tia& [ser. S, fx. ore j.2] F/6 TRS afl.4))(7'55): 10 6) (vss nte rh uc @ 4.prHg) AITTi.I (5 *0) b[7'ES)

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NES&L DEPAFITMENT CALCULATION SHEET Paney qsw no Pact or CCN CONYCRSON; Psoject or DCP/MMP Calc No. _ C.2 9 5 - 7'l4 ceu m CCN-Su%ect SOM$ A is 3 lPEEf t B M Tn'Cd N C Y Chill (d Sheet No. Il nry onc=afon cair m oAvr nry CH C HATOR 04T1 tRE DATE /ch fan ;nM Y bo/15 'fm 'bl96 O } /. -s = 'v A,l -..... .--. cri. o 10.1 t#B ... a 4 o' + {~X.lf' 2,. CG. A-4,Q EGvA270y fet . -.Cr..,.s.. 0:.S0 g e. 30 B B >0 4 CUPPIN C* $PCCTfA ..... _ - ~. mn. e. Mo e Ces e. z., ea. 3-ssJ .L k(,,gs.TCM.. Meu!Ntf jeggc4 oyfg _pn1NN.5/CC Tidi. NffHIVDE;$..BHCCD.. 80$ of T)M PU& SIVW. #1l'l/TyqF _ _ f, ccn.M frteytNV pr icitrice _Sts_Poss.c.slrtre.g.__m_.% ._. reo..M.f. c..f.,. 6. fl.Ht. G. G -3

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NES&L DEPARTMENT CALCUi_ATION SHEET Pma tu CC*4 6#) PACE OF CCN COdVLRSON: Project or DCPMMP Cale No. C'-295 714 ceu wo CCN-i i subiect 50^'G! 243 /PCEG 1 EMtGEALY CHILLC4 sr,eet no, I2 REV OnsOHATOM DATE ME DATE ME'W ORICHATOM DATE 4RE DATE /h ph ~. 94/BT. tvo M * 'V6 /N d,' a: s ,r wj . ' ENtW4 TE.....W..JFed. 3, x55R. 5P.CE.96.. <..... ' ..S..e.[7s y @ 415Ile) c b.. e.t.*.'9.'. . 5. %, N.. M VI!4.C.. Qff *. 5). a Ce = 10 conce raror _ is twsu-awa.. m. l f.2F 1 Dg. ).< 0 ccMPcHtM cd (AQMTG.... 4 .. l'E5c .! 7 Tg (l 0) { l 0).:.l..7 $..._........ S' O $.., y, p 6 Tf s c.-- @S c.. p.75) -....... ~........... _.. .. _ @.. IC to C . f5 TfS % 2.') nSS1043s 64y (ca mF mwe h ts Ita-) % 3'S'f / 7S X 0'43 - II.4 ) (vse pc-vowce istis) s/S TFS 4.41 (/.O (l'0) = 7.l4f 72 g,,, 15.IG tis Sa p I. lS} c, bl5g (l c)(1 c) 115 g Fr.5 TKse 7 IllcJ ~

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NES&L DEPARTMENT CALCULATION SHEET PAftflJ CCN M PACE OF ccN co<vtasm Project or DCPMMP Calc No. C.~295 7elY ccNwo.CCN-Subloct 30/400 e.1 h3 / PEE 6 ? tfMCR614tf M/uft. shoog No. I5 nry oncwaTon cars m cats arv onomatOR C ATE N DAtt g O\\ //we 7854' //At/4 b 5 a E / 'v l ... h.S. S,i+'.t !. f..f..f.GIl.l. i)./.. 16. 6A..S.Gb.. pH...Tf C..(fttf4 7.91 9....C.tll M. _f... F. M..C..11.0 N._.... DVtH.lQ....W.. CA W W M f, p a..... We a mm z-l.0. F, 1 4 . h - #. H ../V5PMSf EMPC-f5.5 '. . ts.,1 0 proan .estens.e.. M....i..tys.t s.. n I .t3e :.o.sg. G'. % 4. & f M... M !! ] )............... l J e,, e i.s ex (tw IVkm asr) / cms. JV' fits...mc)....... /Ef. AEf' 3 Da = [o.25* + 0.I5* ~] g, = 0et6 t I 2.. e S 4 r scs.... w a, e f,,

NES&L DEPARTMENT CALCULATlON SHEET , o, c, cca ccmtnsot Project or DCPMMP Cak No. CJ275-7'li ecwaCCN-Ou%ect 60 HGS Ah3 //'R:( : CMcMHty CMatty-sue,, no, l4 _AtY OMIGINATOCJ DATE Fil Daff MEY ORIGINATOR DATE INE DATE o $:so 9/odeCI ////t/W Q VtW% y d! 'u e i 1.. ' , fAAGItI!/ 6 U M M tfIL Y.... ... - - - ~ ~. - - ~ ~ - - - - - S . l$... .. fM.TO$.. . f. .l**........ 4 .T8h /.ff$ c. S' %. .. O.50....... . I '.O . 0 ' ?... 0

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O ] NES&L DEPARTMENT CALCULATION SHEET Pmtt M Ccsa>#S Pact (# ~ CCN CONLMON: Project of DCP/MMP Cale No. C-2ff.7.l4 cewwo CCN-Sut> ject 604G5 ,2 4 3 lp ec c : t#fGE#ty CtHLL6fL Sheet No. /0 arv onomaton cars er oatt nry onomaton oats er oat: 0 fw ft'stledtTLYIVH 9YH Sl*h9 l3l . 'i __.l _,'.... ...h... ! (,.ot. /.7.ft_l. 6 8 b.6...((,.. 4. '. 6A 5 t M. A. T'.* -.. a Saf *

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c c NES&t. DEPARTMENT CALCULATION SHEET Pontu ceNeo Pact or CCN CCWVER& SON: Project ot DCPMMP Cal: No. 6 Eti-7'M ccwe CCN-Suto}sct SoHGb A k % lPE(-8 f EN9lotAlf CH/tuf Sheet No. ' ll r.tv once44 ton oats I ms oats arv oacuaton oats ins oats l0 M*~ %d4f' }/.st/fC M W f ti .'v. J J . _ckliut. ' Att/W66_.' . Cit /tttA.. D CH (4 WT* z % 7s? tQ . ]pp. Soz!. 410.-]-p 7.4]. C.G.. ficI& TIT. g 48' . [ c.. .f...... ]. tcut3L /~AC0VCtit/ -:. js.tb H$ ,.. (t' pr. 4] .' C me te(NTD. # 6tW1M. 6tb6 (.A.Vf...Q.W). 4W. 7 (,OMf EMd...;.. _ h l .%f 7 . / 0).. ........ _.,.. (... _.. )........... E.......... pMpt% CEF. I 4 APpCti. ?s'sC 6 Cra 1.Zj. J . ~........... n. .. J/kd@ 8tYT5 :. (6 f.% $ Abo 7 6H [fLf' 4] . T %...S B P AHi k f-Been,77tv.5 1r I DwC4 R5/0/ '-/3] e w I' ('MllM 70 X147 . L ~ 7' [WelstTWI s. pet once 20001.1 Pill 36 7 Sot 15 l -t-3 4* s 1/ vilO & ;g c(;b, ;rs r 2 79tr +. 2" see so.eas easw s/se

1 NES&l. DEPARTMENT CALCULATION SHEET pantu ceN e Pact or GCN CONYLFtSCN; f Projec1 or DCP/MMP Calc No. Ca29h~-7d4 ceu e CCN - l Subject S O A G 6 9 k 5 IPEEE.* fMft 4raty et+H( EC. she,g no. I6 asy onomaton oats ins oats arv onematon oats ins oats g /o Nm p I,M 2/i415 P Y-+t N95 f b

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NES&L DEPARTMENT CALCULATION SHEET m, o, ccn ccrutRsot Project ot DCPMMP Cal: No. 4 -2 7.f-7 14 cew eo CCN.. Cubject 50dGb ik B fpftc CMfirCNif (lilllC*2-Sheet No. O mtv oncesaton oats ns oAir sty onowaTon patt sat DATE g /oh 1lm pkliT Mehr % 9WI'15 0 ls a - u 1 _ a.. :........ j ..W).:. J370..f JW.B t 5.5ll'.4 t. ff4U. f. 6h7.t: 27'N.f EO.? 2. laid 5 .. N,pr. 2.7 5 S' t.Lb50 t I0 8 + ZIO. *f IS 9 l' fI G$'$.T7* 5'.A ** %G'(~AW... . 4 $54If) = 775B# [.u.14&l5 [17

  • CC7 51 + 77 55 ( 7k'5b_
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  • 7758 i

. e :.(f.2, + ) yg,og.,. g l. 5 g, o5. u ).5A....._....... . ' ' Mt&tyc7'. fyg Qtt ENTflCI1/..IH Tilf.QTg(f-....H.. e.t..t.r..o.t.tf..M.. O. l.W...YIC la *..'..*.. ...Y70K31.0()..= 11W.

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  1. 47

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o e e NES&L DEPARTMENT CALCULA710N SHEET ne, o, ccN cowtroos Project of DCPMMP Cale No. C-2Ti-7.14 cew wo CCN t,ubject SoH05 A h3 If6EC 1 CMCC6CMY ClllllC9C' theet No. N arv onemton DAtt ms Dats arv oncmtoR DATE laf DATE /o\\ f/-. s.Mr W /is W %6 O g .-s ,r a.< . -. se!L S..Mfl%.L.4@s ' 24 75 7(I't),..t e. i .p. f.[,24 7s7 t.0X461l1* 24 757(l*0 )('l6),t 4 f p + =.. Jf75) 2 (14 1) ..._.f'.7,(el8 + 4*

  • f I, f I*427, Ps..:.JI 18..

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0 NES&L DEPARTMENT CALCULATION SHEET P9FttM CCN6#) PACE Or CCN C4NVERSION: ~ Project of DCPMMP Calc No. CVff-7'/4 ceN wo CCN.. Subject 60dG5 4 63 19606.' EMCAGC#/ C hl4 M Sheet No. U HW OnaGINATOR CATE IRE DATE RW ORCHAT OR DATE 4RE DATE a lph ? w' PbG y'sr/15 % 41 % 0 h! v +.- .a ...e65MC. #niE... Mb* Suit..NiIML..... yt.. l - HC$dd'/' (!IC) & )W fC& %regR&- ~ Q c -f R reg - ---- 2 ,m f 1t 70 J EO N3. .G I.50 . / 4.*i .. /.'Z 0.. .. ' ?. I.40 .J 4.0 . pli. ..6 I.so.. . _Jgo........ ... ho8......... I.?f

1. M.........

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-- m - - - - NES&t. DEPARTMENT l CALCULATION SHEET Detttu CCN NO PACE or CCN CONVERSlot4; Pro}ect or DCP/MMP calc No. C 215 -7'14 Ccu no CCN-. Subject 50'0 % 3 hb I!'EEG '. CNett&ttJW CtllilEV Sheet No. -E L REV ORCHATOR DATE BRE DATE REY ORCMATUK DATE IRE DATE g [0\\ fee guddT :///75 CRI IllV/99 h h / 4.__ 2..... ...'711E...ptrlNP11tH..M. N02.f LE L0hM To...THE.. MLU.*C. 60LTL,..A.S /CF'MEQ. ..JrL f.t F. 4. D C4 A M A &, IS B M f D. ( $...},,4 f L e f I'Cf/ V AfSf W /17V S.. . lu HIGH J.22W. U.bM PM. rtT. 896 $0_LW , AssueT1onS.. T0ls gesulI5 J0 Fitor.A .f2F..

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NES&L DEPARTMENT i CALCULATION SHEET , c, ocE o, CCN C04VERSON: Project or DCP/MMP Cale No. FJ45 -7'If ecN No. CCN.. Subject soHGS 263 l PCE.' (4M6CW C 8/l(6C-Sheet No. 2 5 REV CRCINATOR DATE RI DATE REY ORCINATOR DATE IRE DATE g O O fauau & k 2lll95 W b m,2 r-- ~d -~N ~ ~"" ~ ~ zer7" see & t y-Av A tYJ/.5 (C004%4 A.C3NaD '~~ ~ i N74 Y& * -- ~~-- l T -r

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NES&L DEPARTMENT " ~ " ' CALCULATION SHEET PAftN CCNNO PACE OF ~ CCN CONYERSION: Project r*' Calc No. c19 9 C-7 'I4 ccu no CCN. IPUE6 ! 6M ETIOCflC/ 0 NlllC4 Sheet No. 2Y Subject . % 4.'.ji.it ,,m.. RIV . ;@UA ft DATE 1RE D..T E REY OR8CINAfoR DATE tRE DATE gg /o\\ l LT 2/lM PW 9WO O

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  • (147' t 75 )

8 y twt' Kg =P+ P(S ti / Sit)[78) / =- ll7 ep N 2 (147 *t 78') I e ..)t za Gert w : (- 6 -* V (o 4 T6 Ta p V= 2(a2 b2) V,t 1 j , _ =(q n b2) .%s I 1 r y o o g,

== u.u. w..,. i.. l l l

NES&L DEPARTMENT CALCULATION SHEET PAft tu CCN NO PA'E or CCN CONVERSON: Project or DCFMMP Cale No. CI'Ji(* 78/4 ceN No. CCN.. Subject $

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' - - ~ ' ~~ ~ - - '~~ ~ - ~ r i f ..... lMWT, Zg a y4 ?(39-13'&$8)(N). V(l3 t73 5)(I47) _ {a8l A g y I l 2 (147 4 7BE) E -78 ) ,A' 2 (14 7 4 j ,.. y wr.,xt f__ p P/59-lz.GSB)f7s1.t. V[IS* 756)l78). 26G!.-. (M./.1) ' .p a .'I Z I +1. 2 +')8').. ... z.. I.4.7 ' t.7.B.I YovntT,A; = ..Y + IT39 + /,3It){l47) 4 V(I3 t73*5)fI4*IT$.(dSlfffA..) Y 1 t (l47 :,7; *) 2(#47 +73t) &o77pp,, P f3 9 + /* ele U. V[Ib *b)['E) : 2'74f {!hb.$ p 2 (147 * -t 8') A[lel97b') 7 e., l i e e e. e i g _,,,,_,,,,, ~---

NES&t. DEPARTMENT l CALCULATION SHEET , ace._, I CCN CONVERSCN: Project or DCPMMP Cale No. (- MS - 7' ecN No. CCN-. Subject st tK$ $ %3 lPEC6: GlC% Olly CltlUCC.- Sheet No. 2b REV ORCINATOR DATE 1RE DATE REY ORCINA10R DATE tRE DATE g-O O fsurs gedl[ 2/1/'IS W" $lY ,. h O Wc: iE + i _ i _._J...... -. - - - - ~- 1 AW,Mr 5 Acc < 1 oc r-Ac4 YS6 (coweewsse A/s seied ~ ~ - - - s s.s t Z s,. f r.< Pr_ i y e 3 o e.ouner u prx l Ms M2 g w t '. a? m y a y, c- .r s +sur3 aar L,'3 x,, yy .,,. J 3, 9

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  1. 8 h

f, V N T i I y SAsit /$ CME $ pf p)6HilvDE n TEL C,x. o ~ r

NES&L DEPARTMENT CALCULATION SHEET l i PD Ft tu cCN v) PACE Or ~ ccn cowcason: Project or DCP/MMP Calc No. C-2fC 7'I4 ccwwo CCN.- Sub]ect sorl&s 2 % 3 ) PCCE ', EtMGetKY tthtUS-Sheet No. 27 REV ORC NATOR DATE ptE DATE REY CACHATOR DATE IRE DATE a: 0\\ f/suytw f/a4'd7 1/1/ff M fU O .a: iE _ I'W.t/f

  • s109 (m/Mt/SE2) NotttBS V' L..

t ME :/ T 4 3 i ?.. pp 75 .f(&f.G!C] p _f @uty., V Y(78/z. t I2. -I7 4 68) y.Vf }47/2 + /s.rF)......... q f[147) f(76),, , [/97),, p +. .y. 2(78) 2(141) .0nLC T ;; 2009 ... ~. -. _ _. -... - - .. ' $ovner. _P(CC425). V Vfss51t) V (82 7N.e..B (It )..c. T'(it). .+ 4 Z(70.. +....Z.(.147) .y ... 4._7)... 2(18) 2(I47) 2(1 P.,n w.s sig9/ ~ V . f ('S3. s IE) (147.) e IMtT,Xg .:::. l l f 2 (ur * +,s ' ) P/55 312)(78) de Y nFT,1g, st + - = 384 A

2,(147 *4 7$ *)
  • Gutt,1,, %,r,n= IH

%ntr 12 = Hner,12=.384 i e e. h p_

NES&L DEPARTMENT CALCULATION SHEET P A rttu CCN NO. PARE of ~ CCN CONVERSON: Project or DCPMMP_ Calc No. C.295 - 7.l4 ccw wo. CCN.- Sub}ect s0H&$ 2 h b IPEGE : EMET.bGilC)' CHILLCf gue,g yn, 28 nrv onomion cars ins ears arv oncinaton oars ins ears g /oh ytm prMiX zfi/95 M+t 4tul% A g O W .e m e YldHT's/w (wl&S& ME M t ..CAs E. 2.. ~ . hggy..sc P(694tS) + vice.str) + 5(t$) ' ..y.r(1t) A(H'7) ZC73) z (147) 2(78) e /514.--. h'hr7 = Pf!S.4!5b.f-y_fff Czrb + Allt) IllNI 5 Jfj47) &I10 L(IAb..t' 2-(76), ' -/ 7N i .. - f.. Y_ f 88.7.5)(147).,... _P (33. Sit).(Igy)..-, 7es.4.. . V,8te r,1, J' ? 2 (tv7 '( 7s') ._zfl4 7.+ 78 5) 5 ... Yja gg,A g.c.. f_. + 7' (35 3ItY 72 )-.+... V (21 7S) (78) _. 4p f 4 4 2 (;q y z y 7g z) g (14 2 4 73 t) ...7 0 YounET,14 s. V mer, y, = 966 o Yee7tfT,12 s YtglH lt = $$ i i s.a 4 4 e-g 4 I a 4 m p_

NES&t. DEPARTMENT - CALCULATION SHEET PAElfu CCNNO PACE OF CCN CONVER$10N: i ~ Project or DCP/MMP Cale No. C - 2 9 5 - 7 If ecN No. CCN Subject SOll&S 2 k b. lPCCi' I CNCMdKNIY lllllUA-Sheet No. 79 REv oReiwatoR DATE IRE DATE REY - ORCINATOR DATE IRE DATE /o\\ 9/= p,Mi~ t/1/95 4N Yvh9 b 4 y W .s,E = e 3 ....' E j -. j .i* Yb7hLpttdAl MllS MCtf* 6MT LeM.S DW @. /IDttW UM.S.' CA$6. J. M.t. .,fgeg..cIl'lQlt/2lSYZoff+Al{?.*..?U.d. 2 'Z. 2 a l/g. ... i s 2 2 . %gy =. 27141 + lI4 + ll4 =.. I6 9 y j. ,g.._...... .yer,x,..]tio+ll 7 + 3 84 134. y =. 3 6.T-- -... --. ---. - -- - -., l .Yav (.uq 1.5GG.2.1 x. Ml. 4...... --.. . e vz t O A36 8 ~ V ,2 s. ;. Rpegg - 442 + 4(,2 1/ Sill -rI76 9 = 2 4...I. 8.#.. L-g .z g z. [ gg/ yI - t,41.+ CSS" + 989 +188 = l& 71 # V V,rt a 2Gc, r 2 7'l rto9 tt09 } t z z z 2 h-p ~ eg

= 942 Y

Ynot - (167/

  • 9. *142 )

? If18 g 4a l I I

~ g O NES&t. DEPARTMENT CALCULATION SHEET PCEtnd CCN NO PACE or i CCN CONVER$loN: Project or DCP/MMP Calc No. C 2295 -7 14 ceN No. CCN.. Subject Sess 2 b3 iP606

  • C+1ct MfRy cIC u tf Sheet No. 30 REY OHCINATOM DATE IRE DATE REY ORCtNATOR DATE 1RE DATE a-foN Nm 2;.s4 ziens Wu %In A 6lo ea

+ t .. ##Li MAM.4cm. s... . 6ASE A' l/ t. .fl..:. // 52. +[34?5(I'04) .. I:4 Z. ...(.:..].3 5.? + fO'51l O*04)[ h.,...s.... 1s38 ? i

U Se 2.'.

... ig.--.. .Psa.fii.ss*r[.2,118O.o.4)].'.]...:=uG.S.?..._........... Y$ 7 35

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  • 109

.Y Vs,.o.0 (64)O'90)= 7S K a ~ ses as.aas vesa e/se se y P=e.e en mme pec.,

c NES&L DEPARTME'N CALCULATION 5. 'EET DAttlu CCN NO PACE OF ~ CCN CONVERSON: Project or DCP/MMP ,Cale No. C 'If5 - 7'I4 ccwwo CCN.. Subject 5645 Ah3 lF6 6.' 6MNO CO N Sheet No. 3/ REV ORCHATOR DATE IRE CATE REY ORC HATOR DATE tRE DATE a: f/4 ef fidib7 7 /l/15 Pb IND d9 = .c: a, 4 j AcI.341 (CfF. 7). geputerprMS,- . 5t..c m.wg ase __ al 2.,000. } PS/ (CA4; 'S C - ? 9 ' - S' 03 ./.40 C - !9 5 -F.o.t CE P@ I" . h' or rsoc.. rsi. MP sics est f*e..anert.se.FLM M O. m c u. y 04., n scra veth....._....... ..... L 4 $ x (?!*3(?(p M(N.- Y_..Y...... ........ ?......- I .Pss.4)7o0.0. {!1 k + 2Y - 7 ?. -..! 'h.. ..) A 0.?P... -.. - M9 ' > IO 9 .sTeet.c,4rt ts...;o. 7trision StitAM.. C A PM /if Go VE R HiO b}' (.$b$f. DIS (7t!'(Q fitCM Bot T,.fRIT@_ 4, ceMU1E.. Liff t".. Te. W COGE CF lilE PAD. Ya* 4 V f U), 4 1 6 ' 92 <75 = l0 0 0 . '. - NOTE THAT ls 718 foup JACHet BOLT 3 AKE SvBJECTED To st/t/ t. D u c i _ 7'b lptLTIM StrStill FCKtES, Tsc of T?ttM //D6 Artixtp eityny puf 70 NV G* GbGC OtsTAtKE, BuT ThE OTl+C1.- Tvh MVS FULL-s ut'h1C-C^P K l Y W 9% CAPM of THE AtW M Bh.$ED Otl N7tLL C AP/fC f 7)', BMS on m ruo estrs wiriteor so' coca oisTnact scourneoto acw1~ Illl CArgIT)' of' TM Pt 8"% WIrH CDM p/JTMt/CF Mmpori CSTIMATE V,1 uu3 2 ,7x V as15 fc/ 5EISMIC DtinntID 4

u..... w.. f..

g_

NES&L DEPARTMENT CALCULATION SHEET pmEtfu cCN 9o PACE or CCN CONVERSON: ' Project or DCP/MMP - Cak. No, ( affS" /.lf ceu wo.CCN Subject 50*#45 A kB IPEEE.' eMetc,etify ctfittee. Sheet No. 3E REY ORCINAfoR DATE IRE DATE REV ORICINAfoR DATE BRE DATE g O p faw+ }/p/ N NllfS' WH 9 '? E S8 .E,iE ('4 S. ol, TS) ' CT.en.. G. o.. (C.W..... $....'........ .,_.A t.,i ,f.x t./o.9 # I V$.:. -{5 G. .60 Lib). . L.. ~.+.. 2... g .. Fb.t, =-u.7s 7..... g../4 = -G.19 ... CASE..I: /o 9 - /-fo 19) ..fep. 9.c,c ._ a //.f 7 75 ZE_.(c.f9). M - - 5. g.... y, S... .gog.[.I.It.L.) 7 .;?.17. 38 t ,.. CASE.1. *... .F. -(-C'I1L 9.s3.... l#1 g //.45 y (~ ' 3. ic 9 c M re aS ~F 75 y - 5.Al e ,2)( 7. C 2 Z E (,,,gs) 4 /o1 f5 - 3 41 }2.S3 FM THf.coNTW Mtl SVPPetT MMM. . '. setnoc mwu rewury onmaco sy rae SMcG GRALKEB @ M % D2A. WG_ 'up((KTflM/ lA f$ ; )$s, DO C, TO Vdctt.TMINTY Id MbTE&lM fttip ; ( 01' [yp 500 oo F51 B C-75% yhLUE e7 Q 4 ('f, g), 0, // 'hz Dot Tb WitRTNHTY 14 PoGT -Yl$LD CAPAllIY : LET YIELD INrig7MH frticittlT 16*G YMer m j9uz.- & ln(I'S.) ~ 0 25 h., [o.it *.,. o.2s *] . o. 7 7 o _,,,,

O Nbb5L UtPAMIMtN I CALCULATION SHEET PAfttu ecN o PAGE or CCN CONYF.R$ON: Projectof DCP/MMP Calc No. C -19 f -7'l4 ccN wo CCN-Subject,60/406 A

  • 3 I Pf06 ! Efiff 6Cfff/ COMI#

Sheet No. U REY ORCHATOR DATE IRE DATE REY ORCINATOR DATE 1RE DATE g O O 9/ea# f/dd-T~ 7/1/95 DW YW[W ,ho we is '+ _ 1_-a.... -. E d N PF p rr M s PtHJ( FMTotS : . MptUd4"... _ gg07M f VtK U TAid 7 - ( F to n .D pt w 1c...A l M f l4 .$.=.0.}0..6e(F.2] t oito . hip.,..A>7 6-l'AS 0*- .._.. Q jp, A s.'). e " ' 5 74 H 2...., -...... G. . 3,65. //t...%.=.b qS)..] .kn.l.h.[.l.'.$f./.l!55),_Q.0.._,....._.. C .'G. .s,y He .s - I.ssy - Ithl0DE....)% m O l:. IbK tCDE f NIS 'Q.,. [O ellE'+ 'O, lO ) O'lV ^ ~ ' ' * ~^ ~* ~}~~~ ~ DAMPING" SX...MW s%N : - jp t FMG. 4 7 #f vse ws.a.nre ymenenoft rseras Occct. nwa) p au. p,. i 7 4 T AIP' FtM = s.z i _ o,ss u 3 % = z.5 c, ' * + d. G he I a. h' p,, k(z. 3G f:.It ) = 0.ll r' sea no.eas eisw aise g 1

o NESM. DEPARTM' INT CALCULATION SHEET PCfttM CCNNO PACE- ._ 0F Ptoiect or DCPMMP. ccu convtasoc Calc No. C:-195'*7'E4 cen uo CCN.. Subject song 6 2,43 iPEM

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I i NES&L DEPARTMENT CALCULAT!ON SHEET PRa tu CCN NO. PACE re CCN CONVERSON: Project or DCPMMP Calc No. 4 -215 - 7'If ecs No. CCN- \\ Su%ect sco H G $ Ak3 IPEW

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,1 ~ 4 -TR 75-67 f' -Q -SEISMIC QUALIFICATION OF THE CARRIER. 19FA437-1518 CONTROL PANEL, SWITCilES AND SENSORS TO DE INSTALLED CN THE CENTRIFUGAL - CHILLER FOR-THE SAN-ONOFRE NUCLEAR GENERATING - STATION, UNITS #2 AND #3 [, -Prepared For: Carrier Air Conditioning Company Syracuse, New York 13201 NUS Corporation _ Technical Report No._1507 4 Revision 1 u e L .( -j' 23 January,1976 ' y_ .fj /phj-r- Prepared By: Howard J. Ecke:=t, Jr. - Approved By: W. W. McPherson Manager Eng.-Mcch. Dept.- RECEIVED Boston Office p . MAR 21976 OM'R rw e'

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EDM. SITE si. l' i m [ s g ( ' Carrier Air Conditioning Company P. O.

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_L COMPARISON. 0F VERTICAL ACCELERATIONS 9 o {-. Baso Acceleration (g's) Frequency. (Hz. ) Ecchtel Spec. AETC Test I 2 -- 0.75 1.5 5 0.75 .4. 0 j [ 8 0.75 4.0 ~ 13 0.75 4.0 1.0 { 28* 0.75 I. ) t

  • Indicates Resonant Frequencies

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  • CAIC No c.4ss.744; AMtHI,MZ-f

(; [ TABLE--2'- --COMPARISO ' 0F SIDE-TO-SIDE ACCELERATIONS ' '-' ' * * *

  • Base Acceleration (c's)
Prequency-j.

(Hz.) Bechtel Spec. ' AETC - Test.- 3

1. 0.

2.0-5- 1.0 {. 4.0 j

7. 5 1.0 4.0

. 10 * ' ' - 1.b 4.0 ~' 17 * - 1.0 3.5' ~ 24*- 1.0 3.5;

1. 0 -

l 1.0 *** 30*- s. '81n'dicatesLResonant Frequencies- '88*This test wasJ nadvertently unreported in Reference-1.- The-i -oscillographic recordings of the input-acceleration show that 'the sine beat test was.-performed at 30'Hz. at 1 g. ,p. =. _

m. ^ {by. 4 cmc 90 C-215-7 l1, A PP(!A' % S HT.T-G i ..~ TABLE 3 - l. l] 8C COMPARISONS OF FRONT-70-DACK ACCELERATIONS - -r s Base Acceleration- (g's) Prec uency (14z. ) Bechtel Spec. AETC Test 1.5* 1.' G 0.25** P ,4.75* l 1.0 1.4 '~ e-6.0 .1. 0 8* 13* 1.0 2.0 23* 1.0 0.3** b' a ~ c 1, ' Indicates _ Resonant Frequencies

    • Indicates Acceleration Level Below Bechtel Spec.

m 4 e .1 'il = 'A t E.1 ///d -/'/fY'*/

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c 2t000 -/.4,r' = /P.svo n C .d.K 79 < socee es e a6 C,43 3.;;t f4+SSes CQ l + DJ tMM A/CE 1.6fM er 2sr 1) 4,) S& L PB V t-A/05 (F fte n P3 W. Pp93 e v3 ,/;cs w M's. PP5Fw / a. --205 2' u WO-7-//-3

y 1 I CAIC }O C-215-7.l4, APPEA T SW * * *l i i ... - guy gg DATE /~ / 9"M 6 l t.. etomrAR'm _ ru emr.o c ev-- N svea er s e e ar

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l. CMC MO C-295-7'l4, NPht. I, '.SHT t.z2. Secticn 2.0 1 RESULTS AND CL'4CLUSIONS The, following is.a summary of the highest stress results from Section 9.,0 - Stress Analysis. The results show that no stress failures occur in the, chiller unit. Piece Stress Categ6ry . Stress Allowable Sectica-(Psi) (psi) Primary Membrane 11014 13700 9.1 Cooler Shell / 9.2 Cooler Shel'1 at Local Primary 17680 20550 Ec.onomizer Liquid Membrane Outlet Pipe (.. 9.3 Condenser Inlet / Primary Membrane 4590 15000 Outlet Nozzle p \\ 9.3 Cooler if ater Box Pr'imary Membrane + 18095 20550-Cover Bending 9.4 Compressor Foot Bolt Membrane 421116 23858 (axial) 9.5 ' Cooler / Condenser ' Primary. Membrane 1108 .9700 Tube 9.6 Control Panel Primary Memb'rane 4615 20550 Support Plus Bending ^ \\ 2.0.1 Rev. 2 4

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.v { NES&L DEPARTMENT CALCULATION SHEET o, ccu ccuvcasm: (2 78

  • 7'IY ccwwo CCN-Project or DCPMMP Cale No.

Sutiect 60 N0f> # %B f PfCT *. C+4W6M/ cmuCO Sheet No. E-! 1 8sEY OHC NATOM DATE ME DATE REY ORCHATOM OATE LRE DATE 9/ m )bd &. II/i4/% V44 YIYW

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f N

i E AUXILIARY BUILDING: Basemat to El. 63.5' Median Horizontal Spectra, 2xSSE Level

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  • 78 I4 ccN uo CCN Sut)ect

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,j,,7 7 . CNt 4 'c-295-714,. MR"A 5,.$MT lll'72.,e p . :. t.. 3 TABLE OF DISTRIDUTED NODAL 1.'HIGilTS t s.. Nod a 3 Wei_g,h_t, Component

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Distribution (lb.s.) . Compressor 2735 2735 8 'Nodo 30 ' ('M Compressor Motor 1630 815 'O Node 30 ~l ' " ' 815 0 Mode 24 D'3 i Control Panol 168 160 0 Node 10 5 ", 1370 296 G Node 76 #45 Economizer 245 0 Node 73 6' L - 344 0 Node 68 236 0 Nodo 66 4 ~ ' ' ' s 250 G H. ode 67 Condensor 6447.8 1156 0 Node 46 M 935 0 Mode 47. t 4 1194 0 Node 48 4 ~ )' 1620.0 Node 57 + 1543 0 Node 77 4 s 5511.4 1104 0 Node 45 384, Cooler 758 Q Node 53 + c l,', .968 0 Node 51 + l 1313 0 Node 60 + I 1367 0 Node 78 + ~. 4'I 210 210 0 Node 34 Pumpdown Unit Notor Support Plate 135.6 135.6 0 Node 24 O'5 116.0 0 Nodo'30 5/ '3 Co:apressor Leveling Pads 164.4 48.4 0 Node 24 .06 Co:npressor. Support Plate 203.4 203.4 0 Node 30 SN5 StoraBe Tank End Plates 346(c ach) 346 0 Nodes 4,14,19,35 n. \\ S ',554(cach) 277 0 Nodos 2,16,39,83 5 Base Dooms .g s,.1,10

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. M C: TABLB 0F DISTRIBUTED NODAL t'EIGilTS (Continued) ..a Component Ife'i nht_, Nodal h'oight_ (1bs.) Distribution ' 31.9 0 Nodes 57,60 714ht.M 63.7 . Shipping Drace A . Shipping Brace B . 27.6 13.8-0 Nodes 48,51"MI6[ Economizer Gussets 86.7 7.25 0'No'de 73 O'i t + 28.05 0. Node 68 / 1 7.2'5 9 Node 6.6 + 43.4 8 Node 57 775' l . ~. .~ v.. s., t ....r.- i u.. q .t .. ;...... z...,.,.. a.-.... .u, .;n. .e. J... .s a.. ...y s s 3 s -

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FREQUENCY (cycin per second) J 100 50 25 10 5 2 1 .5 .2 J 2 "L I l S

  • 10 7 5, BE CHTEL POWER CORPOR ATION i

g i i: i y R LOS ANGELES DIVISION s I " m 4 S

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I i i n +i T = PE RIOD ISEC.) SOUTHERN C ALIFORNI A EDISON COMPANY o i ' !* 'h SAN ON0FRE NUCLEAR 0ENERAf tNO STATIONi I $e = ACCELERATION RESPONSE (s's) l, l k [ [- UNITS 2 & 3 I l t l DEstce sA545 E AR'1HOUAKE i DAMPlNG VAL.UES HORIZONTAL ACCELERATION RESPONSE i AS PERCENT OF CRITICAL 1,-l f ' ". h 1 $PECTR A AT NODE 1. ELEVATION 9'.0 s OF AUXILIAnY BUILDING {; ,i: + 3 .j i .i; mes

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