ML20203G901

Rev 0 to Calculation C-295-7.11, Seismic Fragility of Mccs

ML20203G901
Person / Time
Site:	San Onofre
Issue date:	11/22/1995
From:	Hadiditamjed, Nakaki D SOUTHERN CALIFORNIA EDISON CO.
To:
Shared Package
ML19317C819	List: ML20203G879 ML20203G901 ML20203G917 ML20203G931 ML20203G951 ML20203G976 ML20203H026 ML20203H044 ML20203H071
References
C-295-7.11, C-295-7.11-R, C-295-7.11-R00, NUDOCS 9712180256
Download: ML20203G901 (47)

Text

-

I d

CALCULATION TITLE PAGE

,,,7ee,,3, e,

CCN CONVE RssOH t cene. No.

C *.I f 5 - 7' //

DCPMMPTIDCNTCN No.& Rev.

A

• 00 '

suq,cs $ $ $ SkS int't i selsK M/t/Ty rf MCC 's su,,,

1 System Humber/ Primary $telion lystem Designator 1\\cy ? / 2 ? "E SONC$ Unit Ib3 OClass M-Tech. Spec, Affecting? y NO VES, Section No.

Equipment Tog No.

N/A CONT FIOLLED PROGRAM PaocRAu sDat AgAst 4Autts) l VER$10NRELE ASE NO.($)

O' I

DATABASE R GRAMt DATABASE IN ACCORDANCE WITH NES&L 41 $-1 RECORD OF t$$UES TT' R F V.

PREPARED APPROVED DMRN tHTS DISC.

(Print namellnitial)

($lgnature)

Og,0gg plpt.ThMJ6D O

QMI&lAN l$$f&

43

/HH T~

[*'hY S.D?> L bDA'$

NIQWlO f.,N/-Kv4 $l bWN N"

fpq 04:3.

GS O'er R$

Du DAT&

p4>G M

O'er RE Du DATE aHG M

Gror

.Ag Du DATE Space for RPE Stemp, Identify use of en alternate calc.,and notes es applicable.

%0 FESS /0

/40saf E o.048016 N

u" Exp,i t.u.it k

g 9712100256 971215 DR ADOCK 050 31 Q

Thls seis, woe Pfepseed for the 6derused DCP WMP. DCP sempietion and turnover acceptance to be vertted tiy receipt of a memorthdum derectmg DCN Carnversion.

UPon 9eei 4.thit tale. rePresense the teMR tenditlen. Meme seto t'y f

ECt 41311 REW S11 heneesamymssew

CALCULATION CROSS-INDEX

,cc

.,0.,

P9tEUAR.CCN 980.

PAGE OF _

cces convEressoes:

C -215 //

2 ccu no.CCH -

Hkn No.

w m.

g g

onesowon Case. rev.

om==wtece number ard

. These heertsdng +w and &

Results and condussons et the sobrecs Ident#y cuegxstinsertace responsitse documents provide bput to the subyM2 me:monamisedin these' i Mv calcUocument CCN. DCN, supemsor

+dason, and it revised may ree*e calcula%ns ande N Z,

TC?teev.or FIDCN trutists and revision et tur subrect +8h date Calcf Document No.

Rev.No.

Calcf Document No.

Nev. No.

YES/NO h

C-29S 4*06 QLw c - 1ss to o

B-L2-6 soz5 302 2 -SS S

S

NES&L DEPARTIAENT CALCULATION SHEET c c,,,,

,A,

w wmnm.

e,o).ctof DCPMMP Csic No.

4 2fi

• 7'//

ccw so. CC N..

svy.e, ss e o a irecc M cc 's ss.i no, 3

Alv OACNA104 DATE IRE DATF mtv ORCHA104 DATE BRE CATE j

/,\\ g

, pg /,*

%,/95 PM4

'hol% A

~

r TABLE OF CONTENTS Sheet 1.0 Purpose 4

2.0 Results/ Conclusions 4

3.0 Assumptions 4

40 Design inputs 5

5.0 Methodology 5

6.0 References 6

7.0 Nomenclature 7

8,0 Computations 8 -li Appendix 1: Excerpts frorn Ref. 3 (3 pages)

Appendix 11: Excerpts from Ref.1 (6 pages) 5 I

. Appendix 111: Record of Telecorn J pages)

HA '!P/95*

A PPov oix *El,

hum hv u met Q + Pa+')

3 t.%

S I S. I M e g,,,,, y,,,,,,,

Q wwe-ese so4:e as= */u

NES&L DEPARTMENT CALCULATION SHEET

,,, e,,,,

,Ac, y

con comum:

Project ot DC'PMMP Cs\\c No.

C 195 - 7*//

ecu uo CCN.

sub]nt soM S 2kS IPCC91

/1CC '3 shee1 No.

4 m

oncmaton oats me oAtt arv ono wAton cars iar cars g

/o\\ ;r

g,4 J r nes rim

'/5*l% O 1.0 PURPO'iE The purpose of this calculation is to estimate the seismic fragility for the SONGS Units 2 and 3 MCC's, with Tag No,'s below,in support of the IPEEE program, he 4.

A s.t.

tv %.m iv A tes. u m n.

qLu ilsins Tag No.'s S21805ESBD, S21805ESBE, S21805ESBH, S21805ESB),

SA1805ESBO, S21805ESBRA, S21805ESBRB, SA1805ESBS, S21805ESBY, S21805S3Z 2.0 RESULTS/ CONCLUSIONS The governing MCC is located at elevation 30' of the DG Bldg. The seismic fragility of.the MCC's is estimated to be:

.ITE * 'Al O A W 0 Foamwn NJfb IM Tysr n

gDa " 6'5 Q Sa = 4.5Q Bn = 030 Bn = o.3 ')

Bu = 0 23 Bu = 0.26 HCLPF = E'037 HCLPF = /.45p h%

n.A w., i t. :.

a n.s

%v. w,

.u A9 e t.wu s H i t.- ' n s i "-

3.0 ASSUMPTIONS The following assumptions are made in estimating the fragility of the MCC's:

Mcc.

1.' The functional fragility of the t:;.:fc= :is assumed to correspond to function HnT' i/ 5*/9 s during the earthquake, without the consideration of device specific relay chatter.

2. The functional fragility b assumed to be adequately estimated from the tested levels in the qualification tests since no anomalies were observed during the tests.

The qualification report (Ref. 3) is used as the basis for the fragility evaluation, f IMt32 /4U 's

/HL L W4 430Vn(20V 7tAAS/TAPCf.$ ytITM fAf* $3a 's SZl10767VG ?

A!!D $2l30/G M 3e C:\\ songs \\mee. doc h**"

ses ** ses atw s/**

- ~, - -. -

,e NES&L DEPARTMENT CALCULATION SHEET

%L,,,

CCN CCPN& R$Cada

_Csk No. C-M S 7-ll cen sa CCH.

Pgp)tC1 Dr DCPMMP

.3; t saae 2 as necee : acc s sn..i no. s m

onomion oise inn oave nry oac wron om iar our g

/oh x, 914dY Va N DHt

%1l6 0

/\\

/\\

l

3. The hor tal response of the MCC is assumed to govern the capacity since the MCC is $$!L stiffer in the vertical direction.

NNT I/M/ts 4.0 DESIGN INPUTS Seismic quellficalon information as shown in Reference 3.

5.0 METHODOLOGY The methodology described in Refetence 2 for estimating the fragility of components qualified by test is adopted here to estimate the fragility of the MCC's. 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.

The procedure is as follows:

A Sa = (TRS /RRS )(F )(FRS)(SaREFI C

C D

where TRSC = TRS

• C ' Ci T

RRSC = RRS ' CC

• Dg

- The above factors are defined in Reference 2. Median values and logarithmic standard deviations are also provided in Reference 2. Definitions of the above factors are also provided in Section 7.

The f actors C, C, C, D, and FD are obtained from Reference 2. The test T

i C

R response spectrum, TRS,is obtained from Reference 3. The required response C:\\songsVnce, doc h """* * "*"

NES&L DEPARTMENT CALCULATION SHEET i

c.cw ccmtnsov:

Propct ot DC'PMMP Cs\\c No.

C-2 95 7'll cen uo.CCN.

Sub>ct soffGS A 4S IPCCE :

M CC 's sheetNo,_ 6 nov once4atoR cats as oats any oRcwatoR DATE IRE DATE fo\\ 1/ w a g odiL X )/ts/tr 9Mt U*l% f

/\\

/\\

spectrum, RRS, and the structure response factor, FRS, are obtained from the

, probabilistic response analysis of the Control building (Ref.1).

C s evaluated at the peak frequency of the floor spectrum (but The ratio TRS /RRS i

C not less than 4 Hz) and at the ZPA. The fragility is based on the controlling frequency.

The seismic fragility of the MCC's, based on the structural failure mode is also calculated following the same approach as above with two exceptions: 1) the TRS /RRSC ratio ls evaluated at the fundamental frequency of the MCC,2) the f(F, C

value for " function af ter" is used, in addition, the anchorage of the component is evaluated and found to controlits seismic capacity. Hence, the selsmic fragility reported corresponds to the failure of the anchorage between the MCC and the base channels.

6.0 REFERENCES

1.

" SONGS 2 & 3 IPEEE: Probabilistic Seismic Response Analyses of Selected Category i Structures,"C#ef t, Prepared for SCE by EOE Engineering Consultants, November-49942

.L, vc m%

pm, ( v. ( m 2.

Reed, J.W. and Kennedy, R.P., " Methodology for Developing Seismic, Fragilities," EPRI TR 103959, June 1994.

3.

SCE 5elsmic Qualification Report No. S023 302-4 2 55,"Selsmic Qualification Report for Square D Model 4 MCC's," Rev. 5,-7/13/83.

4.

. EPRI NP 5228, " Verification of Nuclear Plant Equipment Anchorage," Rev.1.

"*""""*"U" C:\\ songs \\mcc. doc

NES&L DEPARTMENT CALCULATION SHEET

,"","l'c,,,

o, Project or DC'PMMP Ca1: No.

C - A ff-7'//

ccwwo.CCN +

sud;.et sosG5 A b3 ffff6 t NCC 5 Sheet No.

7

.n onc=iton oiir me oats au cacmaton oats ma cars

/h gn p.ur vuns co

'Mhc> /\\

q 7\\

/\\

L 7.0 tJOMENCLATURE l

Equipment Test Response Spectrum Capacity TRS

=

Requ! red Response Spectrum (Reference Earthquake) Demand RRS

=

CC Clipping Factor for Narrow Banded Demand

=

CT Clipping Factor for Narrow Banded TSS

=

C1 Capacity increase Factor

=

Demand Reduction Factor DR

=

FD Broad Frequency input Spectrum Device Capacity Factor

=

FRS Response Factor for Building

=

.0 Median spectral acceleration capacity, expressed in terms of the average Sa

=

sprectral acceleration of the 5% damped ground spectrum over the 1 to 10 Hz range.

Bn Logarithmic standard deviation associated with randomness variability

=

By 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,$REF = 1.43g at the SSE level, and%REF "

2.86g at the 2'SSE level.

u= n.a=== /"

cnsongivnce. doe O*--**>==oa*

NES&t. DEPARTMENT l

CALCULATION SHEET

""" L o,

ccN contnsoc 6 "'al 9 6 - 7' //.

cewm CCN--

Psoject of DCPMMP Cak No.

Subiect $Al~S A k b IPEC2 :

fifC 'S Sheet No. 'S m

onc non J oats ins cars an onc=uon cars iar c4Ts g

[o\\ ;6

, f/a4#i S/ts/94 CM

'[S*[@ b

/

v

~.

g..*

CoM/vTA T10HS Fedekm&

Tilf /ICT!!OOOLO G Y lll l'E f' A 3

3

. 5 -

f/Sc.

p,,

p Sa.,g,,

y BfUc

~

~

TRS +- CT t CZ lIntfGG 7X Sc.

c U.$s s Ad5 *.

fvR CA6/t!CT BAltD JtW DATA

.....F98 FVtH TIIWi-FAILVf 0, EVALVM&

TFS/MS...hT...TBE...FMQUC.9tf_ WttlCH GlW T?if A4lHinwt 8620 in 71/6 416 /G (A$GE An#t

/kttro m M plkliIPfl ScMulolS ( Yce sect 10? 5, Ms>wPT10ll 5) h h$

($$bI b

&&WCh h{h&.

f(V* Q fhh h s (#

• bNOY Ucv.So'(BNinfr),

Oce ipancix s) sr cwim m m are. so' ecsx rua e s.s n 1

Ar a4,. 610&

c1cv so' (SMmAr) gpic rito 2 24 lit (stf /ffCt/M &

>ME 40 tit 5fEtitAl Mt El~ ' 'S g%

2 us....n

.e a w. i..

.e

,=m

NES&t. 0EPARTMENT CALCULAT!ON SHEET anrou eewo Pact or CCN CONER&ON:

Project or DCPMMP Calc No, C'2 ff -7' //

ecwwoCCN subject 5045 R A.9

/Pl/E.' N4 $

Sheet No. 9 arv onomaton oats ms,i cats arv onc maton cars ms carr g

/oh nwa f44T J/prH V%

b'I% f

}

(I)

G

4. 29

.~

i) CMTYll. 6Lb6 tl. SO' ado 4.ll 2

$$$ s $*l(f.

[Yp ffS (5$ NMPltl&) a 3'1).

. 5cg.. - /W(t/C/X T..

s/S T/s (S$ DAM 11HG) = 4 5)

/Y) p.6

• 6i D& Cls 5o' AM A O..

. AM :s.5 2 pHPvtG)? 3 A y.......]r r/a wb (sy:

MM9IX.X.........

%..TFS (F% DMlillb) = A'5)--

..s m

Cr: 10 sin e inpur IS Beo/D - BMD C1 :. t.lo fa, o.os-

. {ter. p FV6F 3 46]

rm.- s.rg i. w io). +sy aim ew, eso-m,, y,cg; (l.o) (1 lo,)

7. 93r y ps.

Stoc. e so '

~

h g

a e

(. o 64/D-6MD m!Vr*

Ce r ff F. 2 -7 T)g = 10

$a = 0 0 g,,,,, _

2-u....... o..i..

e

NES&t. DEPARTMENT CALCULA. TION SHEET Patuu etw e PAet or CCN CONVLR$CN; Project or DCP/MMP Cak: No.

C*'2f6*7'//

ecN wo C C N..

suyoci 404 2 2 A 3 fP ct f f Nt '6 sn..tNo. /0 RfV ORC MATOM DATE 14 8 DA1E REY ORC MATOM DATE IRE DATE foN,1ue %H,7 s/>sfd ow %% 0 b

O f

owna 900 9 so' :.. 88s,..(z.19)(110)(!.o.i= A t g..

e 36*.tlb6 @ So ';

ks 3 Ly

(,, j.0

• 8 /s/0 -O N!b IMNY '

{f.cFi 2.].

Og.s

/.0 Mt. G.. Gl'l*'D E4 cas, (3 29 )p.i)0 0.

s 2g e

po

. senneo.Lstoc...e. se!

rne / ius... A.sof 215 =.

c A1*/3'.2

=

)< 54 06 st% G Sa' TASc,/' FK Sc.

=

n:Sc M.Fse <l M Q 'l ll*

(oG au G unW) h g4 9

4 hummasse m.

p,, _

r

.o.........,,,

NES&t. DEPARTMEtJT CALCULATION SHEET ratou etN e tact c or CCN C&fVL4&ON:

Project or DCP/MMP Cab No. 6*Yf f

• 7'//

cewwo CCN..

Sub e.c1 Soto(* $ 2 h *b

/TPff 1 All0 '6 Sheet No.

• ll t

Prv onomaton cats ms oats nry utomaton oats ms oatt fo\\ s.., s.Wa smM ns *% /N

/\\

/\\

!g; 4

(1)..e led

]Esn./wot>

.b 7/s rts

- 2 17 I

I ' Ah 6/f" TMS

.v

~

A ]Is

= Gr.7)) { / o )(h/S I.;k7..)..

c m

ret.

>we:.t s* f.

2 '.9 7

// 4 " l. 'l8.,,

a',

. 4 Ht, couTftLS Tt!>c / ltGSa

=

..dsswt...rt4&ltity.6 SfSCD. od TMt...MC 's fen /Mi&.RkM&

T//6 ~ CArnievnkc '.

f5 s 0 0 '!

$v s 0.f)

{tEl' ) TMSIEJ-14) fp < l.4 g

eo

+

CoulPNt f PCSPerl31 FMTrG : Fg,

+

Fu,\\.0 n ot M Must AN/tys/S

~

$g,p.55 0 6. sto& ti. so'

@ 4 llt t -(se e petrim.E')

A S.% 0 'l.5, f O 'D f il'0

/

$bb llC El$. o W $f0 N S $ l A Vf K $ 6 6 8!$l$'

t

+

(EGFi Z

• • e K3 s i'0 ft.

p o3[

(c'35 t 0*/3 2

g,,, _

4 e

NE%L DEPARTMENT CALCULATION SHEET l,,

e, y

cces cmytusot Pro}ect or DCVMMP Csic Ho.

C*Aff=7*ll ccu no CCN..

suvioct SoH&S D *. 3

/Pfl6 s Mit 'S sheet uo. 12 c d ion can iar can g

.tv on.o=4,oa o.n

=

3u arv

/o\\ ;n-Aui phug itN W1/10,O b,

_b u

. Fram ury sumpr#

.n

.JAt%

.F he.

0^

PSs /Mbe l' '4

=-

Cz

.. ho.

c.

.oc05 l

fo.

Is.4....-

.. p.p.9.

...o.2?

QS

. ho.

c>.3L.

..., ca. p

/. 86 o.sG

o. 2 5..

! 66 x (N

\\

i-io 117 g juss Sa =

f.ss x r.s q. s.2a ).

$po.5G po o.25

>.cs (c..sc 10. 2 0

\\\\curr;; 5 38 e

, z. c.sp t

Hct PFp = J.c 5 e

, y,gg o,_

e m

d NES&L DEPARTMENT CALCULATION SHEET

" ~ " '

nnneceuwo Pact or CCN C4t4VLkbeDet Project of DCPMMP Cale No..

C-2 'If-7' //

ENfo CCN..

Sub).ct S*G$ 4 4 3 /PCEC 1 Nc '$

Sheet No. /3 aty onowaion oAta ms oats arv onomaton catt ms oats o\\ fle**

• PlotlilY IAlll*4 9Y'H E0YW sna vww or-n %ls /\\

y , -. ).....-. i 4Hft/orAW tnftMikW *. -...--..--.ri-----. T M t>CD TH P M W -(4) %. f *" f)4~* P f ',* b?L.is ewwct. t rottCMC 4 ind on.n'es.. F.. V.SE anis 7,it. po N/J , ff(1fef a /,02 (WS != OA$f W.. ges ps. supim.6as}lo*p.c&.w eph).krhel. .Jf.YtctrkhtroT' .. :. 77f. Li& dtl A"O CMPtDncH1..PleW.. 1 6 6 20 .y gl............ .. i lo o o o o e o o o o e o ...- c { $h N .._. 4.. 30

• /

nlG e o s e o o o ce o o a e + ...y [ _ r....... $1s #1sb 2'sws (iyp:) P--- '(-~*/$ 11t) at&titf cont /am.H ef i pp; ggtp_ g m firstAt-of tfnt/MG Pv7FS MIMH MSet75 IN M/d/NL MtD fgg pg! (ltCF. 4.) 'Y hN

• SAN ##b 67*
• i55 w eu se m m ~reem m s e u..c,u m hyte
• 3 '0$

p.&. BLDG 6W 6 45 Ht f* 9h*

• I
• pf. if.DG (I 30'

@ 67 lit > N' ? '" A#"

• isy y,.

nota a u ' ca n a s L[m. 33 E ocs so eas seen ette g

NES&L DEPARTMENT CALCULATlON SHEET enttru een e Pact or CCN CUNLkbsort Project or DCP/MMP Cale No. C ' Z i f - 7 // eewwoCCN-Cub)ect %*IC 5 ) k 3 IrCEE ; M C 'b Sheet No. IG nry onomaton cats I ant oatt nry one nAton oats ins oAtt g /oh pm g,Mr I/wsr 9% 'l% 0 /\\ /\\ .s l l_ i ..'/[ f..t toLI 10f:P3. '.. f,,,,, g.y,g,,,, .......t. .s.._.. ..P,a?.~4/5 {&) (56)ho2/t) 1 0* # 5 [*)(3'I.b lI* ElEh 1 t f/19t.f0l'/l.9y.9YflittSIlll$t.ll.bli l# (l ~ / p t st Yitt tg.t */ijs.t. #pt _typ*piy_,yt*/!!9 si c ts (") (I'G) 1,i g t . ie tity + j!pty . + [, y t s .,it ...t+ k, fTf8 4 50 f ? SO . 3 03 C.. i ti e.... - 2 Vu -/#r/t)(3 # _r..[ c25/6Xt. N 0 t.7 f.... 4.9 oY............ ?4 z4 4 p c.: c (a ') r - /56. 4 ~ r>. t... - J4 !"U ' U?' _t G ' gC.. 1sS2 + MW, 4 c,z 4 [ APP.DIMF.M. ff0M AY s z reffitMcD g, o.cz r, A cur. z.] vg o,c2 (64,000) (o.16)

• ~l IN s s cw
• V

~ "'i $ %' rass 0 7(W)(-su) Fs. q .+ o.7 ( M is sna to.1(Jgs5 )(sosz) g I g, P ocs ee ass adew 4/se

3 0 NES&L DEPARTMENT CALCULATION SHEET PRtttM t.CN V) 9ACt Of CcN CONVLRSCet Pro)ect or DCPAAMP Calc No. C

• Z 95 'I'll ecu no CCN-.

Sutrject 50/>(6 Ah5 /PCN * /4(c #5 Sheet No. /7 nrv onomaton cars ins cAtt nry onomaton cars ins oats g /oh 1/ n 9 4 J.T t/ims 9m 'Isol@ /h sc E ' u J J ...... ?c -

• V' D.

4& 24 - ('~lS6) y., $ g... -... - ..-.. Fs,..,,. - ..I.... 50S 2. 5 s '. _. fs = l.56 WII fM M4. M !* AA?'N.??N$ ?.Y. Felw e NetY cA % iy* Cl16CC.. SA&. tFCW ' .,' 2

• l.ot s

o. SAC.

WctD h* WG. 40 ?!X lC _. g.. [' 7?.7 0.' A ) 0H016 ruu-vP tEsps TOTHtWflC.py ..h : l'2.4 G h ..... -........i.n yttwi a DIttc. SHCM A ~ l rtG ( /./ / 60s 06.*).(r.7& 7.x.WILA k?. ) z.. 2 LQ22.'............ / c'4fAtif. 17/C WC@ MNUff N.. IIIG//f/~. 77/b!!. TM..% 9.Stl 5.. T CMKlly d'rt!/ VKf/ 17 % ONG wet.Q ()f 7% floNT*, triftlT _ //A,MD cerdtC lb A6&l(< TCD put 'TD Tfft J fli t y(E O F (fVCU M [ W G' liH(te TAlotry IH ned S TY C+1 cr TM f/(7 tic f,, j,5g ; ~ p,.o.:o (isinibin. A m apu a rat-ovr mr uticiry i hg; $s/0 ff$11MAfh Pf. ppf(f TAldfj jff [$fff4ffjtl6 fy $. (o.zc' t o.to' J , o,n t a c.o [P/66 Iz] Ftsf W.s - fis>t.o (5 e = 0. s c r

u... -.... t..

p _,,, _

NES&L DEPARTMENT CALCULATION SHEET Parou ce.or) Pact es GCN CUHt HSION. Project or DCPA4MP Calc No. C'Jf6-781 cewwo CCN Subject 50dGS Ah3 /PEl& $ All 'S Sheet No. l0 arv ORC HA10R DATE M DATE REV ORCHATOR DATE LRE DATE l0\\,%eus f 44.7 f/so/95 %I1 hVl% f $y1 + _a [GNI7MCt/7~. M $ /

• 1 V 78 f.7h M '

~.. _.... -...... .//0WUM6 O,,geo.co. [ froM.. TtST... htgoty isctusit!!/ ,hI. h..e~ ' = 15 4 /%5.. c e ^'% S ~

1. ' '. N '.

.. ;7 g,2 0. 3 . ? is >. Qu. e /s f..a o&...... @.3.sHe. .s =. s.ty a .DAMfMIO Y. ' Nd'.' 5 N /*

• M.

/ / , El. 30 Jff t TEH1 6 fttenvltf pgoAp e M p / pS S _ g uitgg, oogg pgptIH_t/T10tl 1 f)CrofS n) EspMMY f 3% Mi[L RC&kd AF s s.ZI.o 69 k 3* S* = 2' 5 6 / A F, 3 7/.o.6S fu i =1 Sfr pa,, k ( z. M / z '.It) < 0 Il Alct f C M 16Irlh D' A ($ t s O'l 0 fifKIstE bir4&(f (AoDE t eca es.4n ens w afee g

0 0 NES&L DEPARTMENT CALCULATION SHEET e arou cewso Pact or CCN GONVE h$ SON. Pro'ect or DCPMMP Calc No. c t f 5'- 7 // ecwso CCN-.

• >ut,;scs sortM 2 s> 8 IrctE :

Mt 's shes1 No. 11 erv on.owaroa can vis can arv oaecuaron can Inf DAM 'Iote? @s., o s-sur l/x <,s ru< s '3r J _ a _ ._m/PMrdr scs%3E fxtro (cMTIrtucD) En11/omre cartenko NnWm/ 3/3 .. A85 50'4 = a nsere =e s e se. a4 +.au- ...~ha .a '. f,2 . 4 6 e4 -( # 54.). = 4 50 p. a.

ss8 fn...L k ( l. so A. s s), c>.o 7....._...... _.

.s . 7TEFtfett:... 7FE..5 TMT% M iw y R AbI.uTf Wil/fI/,/S,,,cq,H1J.Itfq___ f [. ...stM. P.o.t AGE ChPhltTY 16 * .A .5, :. I.58 (2EQ'))' 'f'SEh t '/c $g w ( 0*/0

• t 0>07' + 0 55 )

0 37 r ( Ph&G 17 ft + o n t t ) 1/g g, ( o,g !

9. p.It p.2S'

=

-I.C 5(0 57 t v.?S) HClPf a 4'52y C , t.f 3 y g o.sc /HWpq a /45) C 2.?A f = g,,,,,,,,,,,,,,,,,,,

e. .e NES&t. DEPARTMENT CALCULATION SHEET j ,m, o, ccN ccmtusot 8" 2 f f * 'I' // ccw wo C C N.- Project or DCPMMP Calc No. Sut>)ocs sb HG $ $ h 5 Iflif 1 MC C 'S Sheet No. ]~'I Ary ORCINATDR DATE tRE DATE RTV ORCINATO4 DATE IRE DATE g O O fAa H f Y/6 hh$h$ OY d 'a / .. ~ Affo/P/1 Z.. ( E/CEKW3. fh!1 fLf 5 l f.5. /M. & B.S.. 4-G .e g4 e 4 6 e h e I Sct 34 444 fet a elle Peted an retyped paper .-w a ~ -,,.

. = _ - _ -.

• "** U3'*-1 2Mt.-rc-fsigIt',MMI,r,Stirr-2 o

TULL SCALE SH. O.CK SPECTRUM (g Peak) 1.0 0 10 D 100 0 .e, 1000 D p \\. DAMPING _$J,e .a__,...~_... p ._x. ._,_._ _y 9 7.,

- f. -

.q I l = {.w ,l s _ j '_ .___,2 _..~

• E.J:: r **

_ =T=d._.,_._.!

• ~.d{

5**.'.*.*-fr -""J=.*

.~ =[*E:

. _ c 7,.*_~."*. C

1. ~ ~ ~ ~ _. _.__

n .__ u _ _ . _.~ . - __",_=. 0.*. , a a.1._,.,. a .m.4..l --o. -+. ."I g . 7.*.. _. ...L --1 ) m, .m., _.-== = __ p.'---m. u.=_ - u :.===. - _ _ =_ m.- n.=::;,== g. + _a.J 3 -- r =:=--.._ __.:1__. =_ .. = = . _ = = = = --w.:=!_.=__.. g .__=_.=.:. s- .c - - - _:.= = _..L__.. . = _ - n., ._. r, r c* as.., _ i_ t'n n 4 e '..M -i

;;

N E

--r- .n ~ ,;. ; h.. r- -e MI,. o a .. i .l e

i i_:

. i._=1..... _..,:.....r.. _. _., _ f=._._ -_ __y .., s..h,-._ _ 3,S =..=__#s._ e... _ _p.. .. _ _=._,:- .. =. _===_ =- .=_ g, :_::_.,,_ ,t_. _. _._ _4.. y ._. _.. =, ,e-,- __1_.=3,_ __ _ ___. ___4.._ :- :t-..m. -._ r_,,. __ _..__.._8 a ...--w..._._ c _ __4

i. -

Q)( h_.- --1 _. _._r. t_ =. _ _.. 1 {.__%, . _.. _ - -. -4 J.. _ ._.._ _,f., i_=_. 4_ _.. ... _. _ - - _ _ =. 1 1-, ',u

p..

.~_:1,_._:. u_ n, _ _... _... __ _3.._=.; _.,=.:..._t_ - g_..=s=__._4_.= s. {-gn

s...

s ___-. 4,_=. D. =._.1=_ u, c_=._= _ _ _ _.._ __-q.,.. ... ~_.- _._.,=a r -. p w_ -.._*[...L..,,.._ y -j.;',_.i. {__ M,w e q= *..... _e -.':::::;r-d - ~ _ - - c , ~.::2_ __ c,._ m._. .,; 4 _9 \\- .=_.l_... 4 _. 9, n _g - A._ a .--.\\_..__ p ., _ w; y. = u _4 v{I u -. i.q,,, a .,*1 "('. .i. e, 9.i., 8~ g e .i .a,,c, _. _,.. m..

__..._.._._...,4, n

4 _8..-., __j.p.,r.H. i -4_ g _._m.

t

.J~ '.- - - - -. q:. _a..: : ;:.- yg, _ _. v- -- - :. w. u:;.m- -~3:== :.7 3e * . :.- =:== ~_: ._ ;=. ::-.:n;: - - t..

==- -~ _=~ ._a_- .. a

• "1_

r _ i, h. __= i 1_ . =. _. _. _,... _m.., . _. =,==: _ _y:..:.::::=:.:. _.

---

~_.____-Q~_.m._

_m ~ =. _,.=.:= x = _ = _ _ _ _.. = _ _ = =. - .:...__,..__==_= = = _.... = _ _- -.t_i _ _, _._.a . _ _ ~ _._.J__.. 1 v = i, o 'g ..g ....g ,g (~ Frequency (Hz) MY AXIS - l.OCATION NO. OlA

1. Y EST RUN NO.

y~ y s. .r.,., y r

'w wa a .e R port No. 4 320-1 CML. # C *295. *1. ll, s{PMd. 1, $H't*.T.D TULL SCALE SHOCK SPECTRUM (g Peak) ' 1.0 O 10 0 100 0 1000 D . p V DAMPmG 5% _p 10 2 w-p -_- ~_ 3 3..q

w.._.4

~ g - H -- 1 1 .8 i a 1, T*- _. _._ :g __ _ _. p__. r, __ _ 1 I a .],1 i I-g , [ i y s ] g ,._...._g.._ q__.__ q...__ t,j _ gpg _ _..._.. .g , _.._. _._,. g ._q. __._-) - ---- - - -f- - ---- .:4 _ _-. ;,. : +. :'::_, a.,4 J = ....i - -- 4_._, J J.,. =- 2 2 5

_e_,

s .p-l ' 4 e g -s f, I' a =.=, 9**- C*

• -f,.O-y l

__""4 7* [ g I ~ ._.1 f i =..g _ = =- m,.,.,=r =_.1 . _. n,. .= s _-q=, =_arr=1. _.- ,-f_,. =_ _%, - c--= r=- =. :::-t -_ -a -. 4.. 3 y C. w. m p l y .a_ u + -+ o. . m 5. I .i. ..,,1< .,e i. .e i;* 6 I i t y i ii .e,. i i 41 4. .o, c 10 __w. . gm, _.,..,_., g -__ 1 . ;--i_ >_ s +--i +. 4_ p_. g _.., ~. j; _H y__ ~ ,,_4._.._..._ - ---]_- .=rd _. =.. _... __ _ _ _ _ _ _ _E_ :._- t_. _.l _r..t _. _.L_-_.' ig_ - -- --_.=._1, 2. ; ;.....*_-.,:,. :

• y (

--. _ _. ~. _ _ - _ _. _ _ -...W._... L _.. _..m.__.t.__-.._- . -) _ ~_ m.:._._-- i e-. ;;; g;.;_ g- --u m - -.--- r-. 4.._ U, :Lg

2_:

~ - ' -. 2.- :. 2 -T --+ 4 g w.__.r.=i'- M__- .-_-r:a- - q , _. w. _,t__ . y_ _._.,_,.._.3 a c -.._,,_.w...__.. +.6 . -j - 3,.. s_ ,r __ g .m_.. _ x : - = _- = ~,_;_.--.-. _7 .._.. - -\\ = -n =u=ta=u w.=,.- =r.=-__.- 1 g s. ; ~ ~,... ___.__.,._._a___,._._.._..._.. r _r. -___. M - _. m ~.-- = _ _ _ : _ _4 -4.___ --pq= p, 1 - _ + - _ s _,.__s, = - - , _ g., ., _ _ _t,,. -- ;. f,..<_ j g -- y,.._- _ n.o _.n a _m,.,_dwn. '1 %g --,-t. .g ~_ 'I. i, ._ n . e: .~ ly,#' "~~4"~I '".. s-I ,n.,, = ._. m_. ._._____.a.. _w u -1 w m..- ' i i m-7 q p., 4 = 7 e l. l l-I- -H 1 g ._.-_,_._.=.,_'_=va.__. l l-l .r _z = __,=. y- _.. .=m*.-.=t_.,_,___.____ -.. : g... _ c _. =. = =. y, , p-m -- ,_; t-- m -i. -+~ n; .:._ a _ g. __a f.-- r ::, n _T _, __r-p, l 1 -F.4. a_ g ,4 i r m-P- - r _ %--- m m. J p - 4 _* ::=.:. c i: rt=L-,_...,=. .ra-; - - - - - - - -.._-n.=-t:4_ g

3. _ 4.-=3 ---

u y e- _-,._-t -m -6 b .2 ..-y_.."~_'*__ i .=. g 4 J w -. : - _4 I .d eng J es We a4 q.sk_- __r.. r -=- - - ---e-- i. I i. >i. i 1 l l .i e i 1 3 3 4 6 4 70 0 3 3 4 $ 6 7 8 2 3 4 5 6 7 1;, g g Frequeney'(H:) Ob N AXI$ - LOCATION NO. NM TFST PUN NO. M_

l ,8 o' l NES&L DEPARTMENT CALCULATION SHEET "l ' c, cN,.0 CCN CCtWER$CN: Project or DCPMMP Cale No. C 'J96-Ta M ccN No TCN - 'BA&$ A k 3 fffff ' NU '.5 Sheet No. S'l Subject REV ORGINATOR DATE Wif DATE RFV ORCINATOR DATE tRE DATE e 8/lS/tf Y Y f)ue<4llNI I O 'Y / g 4 . 999 E ceauen em Or. !.J (6 PMY._ i $ 44W W9'b FM -' 0% E O 1 I t .j., p ww 4 4 4 e c-.-- r

J+ J @F* H quam f" 4 @@PU oi$ 5 E = @ oRU g ~ 3 g" yflbil DE 4 93m t g5 (i f" sno g i n t i c p 0 es m r 'g d j' 1 a iD n% Wi5 E nt d oa l ni e at d a e ve l S rt L N ea l l E oe u S t cc S cl x eaa 2 l c bl a aa a crr 0 r + 1 s i t t t k' e l c c c l t pe e \\ e o pp p kNg p N AS S

5. S

)z gT h H 3l Ag%s\\ ( 6a t y .n c lo n Ez S e i u or q to / e H r t F ma an f' ei j / / sd / 0 ae / 1 f BM / 7 G l N I / DL / I / UB YRA IL I X 5 U t l A d d a7 5 0 3 s 0i n m3 4 5 6 0 5 0 5 0 e e 3 2 2 1 1 g s e al l l L L B EE E E c O ;t ed5 l l I lll

I1i l 1\\ J !l11 = = D% 5-o ggiD= N t1 4 N t0 X U8 52 8 1 C ar st n c o e i p t s 1 c e 0 ed v 1 r e e i p D m 1 a F H d R E 4 v d 5 P _m nano a S n %~ N d t e ot -r a t a n = l A e u r-l c b l v aa 4 cc s i r n e l A 4 t pT y% 1 o pE f n A B S. n )zH 3n ( 6n 4 y .F 0 c l a n Ei ~d u oas 2 e w 1 q tO e ~ r tr t F at mS .~ sn e . x an BI GN w I DL I U B ~ YR A IL I X 5 U t o '7 '5 0 A ~ 3 0 d o. w 4 3 2 1

c. 1 n

m3 4 5 6 e e 0 g s 1 >eO 3a g 1-gom e al l l L 1 t X L B EEEE ~ Il f I(llIi

15%*;% t ~ 3 C r, a 5.0 'h [: / ^ 4.0 r /x s / 'o / h 8 0 3.0 f g 33 H \\ n k h a 8-I g u 2.0 D o / = f T~ - / ? / N L 3 -e o / M L / h / i / ? / i 2 " 6* 10 10* 10 q. o Frequency (Hz) N o h Legend: Notes: A Basemat Applicable to NS and EW Directions g El. 4 8 Spectral acceleration in g's 1 1 El. 65'-7" Spectra calculated at 5% damping Y A Y lf b.U DIESEL GENERATOR BLDG: Basemat to El. 65'-7" Median Horizontal. Spectrum, 2xSSE Level

S 3+ U .-T,'j-~k . f..' O X 10 .c '. ~. -.' ..r-T. 4-- B m . 3-- o _O ^ l5 .2-- B m A D .1-- 4. B .c I 0 l 2 10 so 10 y b Frequency (Hz) Notes: ~ All floors between Basemat and El. 65.6* Applicable to NS and EW Directions ] BETA calculated on 5% damped spectra qk DIESEL GEN BLOG: Basemat to El. 65'-7" Log Std Deviation of Horiz. Spectra. Ex5SE Level c2a2s.dob

WE"7FE"' E E E E E. M M E E E E M M M M Ne ~. s 4.0 g (N b E g. h, <~ j q 3.0 s 'u / s 5 = d / \\ \\ O O \\ I Y \\ _.u__ 0 e 2.0 e E N R = ~ 1.0 A y

n

/ h b / s e f N / 'O 'l id 10 10* 10* Y Q D o Frequency (IIz) \\ ^ Legend: Notes: } Center All Floors between Basemat and El. 65.6' NE Corner Spectral acceleration in g's E b NW Corner Spectra calculated at 5% damping N SW Corner A y ?, SE Corne 5 M M -o. I C DIESEL GENERATOR BLDG: Basemat to El. 65'-7" D Median Vertical Spectra, 2xSSE Level

e' o' NES&L DEPARTMENT - CALCULATION SHEET PREttu CCN No PACE Or CCN CONVERSON: Project or DCPMMP Cale No. d-J ff-7'// ccN NO, CCN su%ect 50AGS A k S IPEf6 i MC '.S sMet No. 2tc -I MY ORIGedATOR DATE ONE DATE REY ORCINATOR DATE 1RE DATE g o 9/ w 914'W @tM C#M %l%

2. "

,=, -4..-... ...'. i.;.. i i .. s. -.. :....

1. perm 'ZZZ~

. gc era CF. 7EGcoM.N. TM...E..d...T....V.IPP (.E%. ).4. 'l~ Y.e.s. (.s...c6) ~* A T.TES T.PA TA..-._..... .-... ~.... I . ( 5 M... c,c s )......._......._...... O ..= g, G p I k C see me eae seaw else Paved en mesmoapw

i No. c -215-7.//, /fPPD/p/A B, 5tlT ~dE -L CN& EQE ENGINEERING SHEET NO../,_ OF / RECORD Or.: ,fl(TELECOM O CONFERENCE DATE: _he EI JOB NO: 62 ES Z-CLIENT: - AM SUBJECT / PROJECT: SOAld5 N4d Mude 8s// 8e//Iu 7[8 MaI [84 8 \\ ORtGINATOR: MN4' Md kE OTHER PARTICIPANTS: Mr J r ii f PHONE #: Su Yz $ A'307 NCC de eko> - bot M Y >A s,6.,, e/ sdu/m. d/ s/we/ (/. %" ) esl ,424$ M ob JCE Afgf-r m) W/ k5 k 12 0 /24 eks>-maix #s mit a / 4 6 / A d n i u ses jn ,4., s 40 Adel. rL -s. Ad x.%- n Jb 6,,, d .6sd / 5~sl Ala le b 5x 3//4 = n / e,t/ rz? ten a s/ nA z S/ p<ny s/ // mod e, bd/ & A - &/e. 4 = / fn dS$2 fe

• 4695 ROUTING:

DISTRtSUTION: DfA.l, /Y//I

. CAc _ C _ 'U) S '/. / / _HPeh0)Y L RL 94 T G. '5 EArltEOtt= h h (A % I - SA'@T 60 Z-b

• Insti-M CD^f3'5'

'#~ .)$ Taws 60 info A.(Bouf 11fWI !sst Universalinst. g k Dldfr4'>10P45 *, L5" X % Fr::#djre 1 YIl BOLT /iKlil3 D P. ATE 75i its ? ate 01-111915 inattily-

sit *::

(1:31:14FN iesttantir (0000345 Ilt;t#: *:rs 00:0! 22 Aria 0.1163Ir:t Cicistt:s::sted 0 ...................'................ Feats------------------------- -hitti:3 0.648 In Lcid (finLts !tnis 23110P!! -- -- LORD Us T irie - ~- --- - --- --- 5500 90000348 01-al-1995 01;3. ; 14-PM 4950 4400 / 3850 3300 ^ H4 2750 / 2200 / 1 1, / i 1650 i. - ll f / i-1100 I REMARI,.S ' S AM:?LE 001 550 RENAR:<S l REMARRS g." _._ REMARMS G. _40-80 120 160 200 240 280 320 360 403 (Sec)

./ cAc c -teir,.*h il MTG4 Di X ' 'iIL sttT E -9 $ATILE'003 (O [liFA $ACr!K5 * */lb h (h%) s/ 6A30~1 $0tX ('/2 DIA x 4 ' h

• Pu ti

?A!!!. Plai[1. / 'f, 'g $ 60 NTO k S01X -) $ _ Q M SE W g

• tit tr.iversalfast Ib 7 ::t:et i. TEE MLT/TERICED FLATE 1ST Teat:sta M 11 tii5 Testaiit
• sititse 02:01:06FM inittear. tar 00000350 l'.s:lasi:ss 00:0!16 Area 0.1563 hl C$:::

sclatti 0

Prats----------------------------------- F: lit::t 0.645 Ir. Lead 45!2Lt hisis 23150f51

I Load us Tirac I

5000 011000350 . 01-.1-1995 4500 ~;0.. ; 00 ".1 / 4000 3500 3000 i n 2500 d / 2000 / 1500 / 1900 R EMA'4MS SA 1PLE 0E 3 (No EXTRA '3 ACHING 500 REMA7KS ' 'LAT E). REMARMS REMARjS l ~0. 0 35 =70 105 140 175 210 245 280 315 350 l \\ (Sec) L

. /- ] CAC C - t % '7.l(. Wl'EN DJ)c -]H - GMT @ - 6

1. iW13 -

-$P.8tf M2 fritnt,4 ga: a,;_ 1

8.!%Ui-'

R&ti,;/:p y-4 S.iI ti';*i$ s:

hiverts) Test

<:r::tMe i.iEE MLi/TrTIMED KMI 11T -ist "ats : 0M115il -isitti It

• is: *:::

C1:16:11it'.

TestC:.ttar 0;t0045 i:::tesTits-Mt0i Ci Arta -

0.1563In: 4

t Ott:'.s tas

'0 ............................... pggyg........... ~.-............

i:n 0.tilin L:ad -

.7321tt: i:rfst 375f4Fil Load es Timc 6500 l OI9000349 i 01-ni-1995 7659 l 6099 4. 5959 5190 a f4 ~ 4 4250 A v-3499 1 2559. t 1790 REl1 ARKS 9 AMPLE 002 ' (WEXTRA HACHING 850 REl4 ARKS PLAT E, :t/16"). 'REMARMS REMARMS ~ 0-55-- 110 165 220 275 '330 385 440 495 550 I (Sec)

t

EC&FS DEPARTMENT ICON NOJ CALCULATION SHEET eReuu. CCN No. exas _ or _ CCN CONVERSION: cCN P:o. CCN - Project or DCP/FCN Calc No. t un.,. u Subject tev%t

t. s e,

r e t5.t ' A"I Sheet Tz t of r arv naratutoe mir rar att __ arv oarsinton wir rar mir g 0 \\' => - 'A'A t Adah 6 teW g I 4 APPENDIX IV Relay Fragilities for MCCs 1 CCE 26-Me REV 0 4.94 (UJEMENCE:SO14XMV415)

= EC&FS DEPARTMENT CCN No/ CALCULATION SHEET easuu. CCN No. exos __ or CCN CONVERSION: cCN No. CCN. Project or DCP/FCN Calc No. ' - 1. W.,,, Subject twu t- 's r M.EE ~ A <- u Sheet w -t of RIV MIGIMint Mit IRI Mit l REY ORIGIRAT09 i MYE IRE MYE C %. u D *' / s /fid"h 64-Y E+ PURPOSE The purpose of this appendix is to develop fragility values for the relays in this cabinet. These fragilities will be used in the IPEEE Seismic Probabilistic Risk Assessment (PRA). PGA is expressed as average spectral acceleration over the I to 10 Hz range and is 1.43g at the SSE level and 2.86g at the 2XSSE level (Ref. 4]. %' u ~ n_w.m mt, n., METHODOLOGY The methods and table values provided in EPRI TR-103959 [Ref.1] are used to develop the relay fragility values based on testing. Relay fragilities are calculated for the 4 - 16 Hz frequency range which is considered most susceptible to relay chatter. The " controlling" frequency is that at which the ratio of TRS, to RRS, is the smallest. RRS, takes into consideration the cabinet's amplification factor. GERS data from Ref. 2 may be used as the TRS for the relays when device test data is not available. When test data and GERS are both available, the values giving the higher fragility results will be used as appropriate. The vertical direction generally does not govern for relay chatter because of the relay orientation inside the cabinet. Based on a review of the construction of the relays, the relay contacts are configured to operate along the horizontal axes. Also, the horizontal accelerations are typically greater than the vertical. REFERENCES l 1. EPRI TR-103959, June 1994, " Methodology for Developing Seismic Fragilities." 2. EPRI NP-7147-SL, August 1991, " Seismic Ruggedness of Relays." 3. C-281-2, Rev. O, " Required Response Spectra for the Seismic l Qualification of Equipment." l 4. SONGS 2 & 3 IPEEE Report: Probabilistic Seismic Response Analyses of l Selected Category I Structures,-DRAFh-November-4994. hu m s. l y.a n. I n CCE 34428 REV O 194 [REFUENCIL SO12H00V 7.15]

.a EC&FS DEPARTMENT ICCN NO/ PREUM. CCN NO. PAGE _ OF _ CALCULATION SHEET CCN CONVERSION. CCN No. CCN - Project or DCP/FCN Calc No, t - t 9 * -t u Subject ieo qt t ' 't D w. " A t..c Sheet TE-% of uv naisinion mir zu I mir f uv omistutos uit zu mir l g '/% fxwm 'am 0 c g t. % EE 4 NOMENCLATURE PGA Peak Ground Acceleration TRS Test Response Spectra RRS Required Response Spectra j ZPA Zero Period Acceleration HCA Horizontal Control Accelerometer AF Amplification Factor FB Front-to-Back SS Side-to-Side SSE Safe Shutdown Earthquake, equivalent to 0.679 PGA for the probabilistic response analysis (Ref. 4] GERS Generic Equipment Ruggedness Spectra Additional terms are defined in the EPRI Methodology, Reference 1.- Cet nos REv.o as4 InEFERENCE: SO1DKW7.15]

NES&L DEPARTMENT CALCULATION SHEET ,Act CCN CONYLRSON. Project or DCPMMP Cale No, t - t 9 % "'t. t i ecN No CCN - Sheet No. TJ Subject ALL1 ncy onionaron oArt nc oars arv onionaron cart me oArt g o

p. %

'^ % IM HM v k-t wc.i ILa g i g -r1 ( 0 4.og "D s.v. wi. - he.o Tuas Lava ) IM LLF 'TL. :, Tt. : - L, C, s 'T'L L % (.t vA*sL t% LA. s. L 8 Ly bse P P% t' n w v 4L.

• LC kf h h $3 S IM wk O 4D M

W 8 0 u t. k t L t=1 iu L )i oiLp rt aL tr Lt, s L L 5

• L E9 s ot s - l'>

b5cg-Lo*4c LJ C b 91 C L QQ b 9, b% v - t, L D b " D F s ta. - %\\ A "- ALL bC Lt-b thi : ALL 70 ~EL L L.X 9 w Am 6LL 4 * *1 u \\ Q

• LLw.*

A Vg d1 L D. A plt.L

Llo, b t - t L7 i AJD 1 C, T b-

'd o 9 4

• L 3 b c,

'Y '<:.v ' D L o s A L ;/ :., c u A-') rt. L t i s q rcy W w o. < t. ~s,.,, os rus uc, - '*-L LZ4T a 4 s "t u ") u b 'K. c - L( g N1.L.. kW bbf I LL. - L L.l. t Ms A u kL EL ( IA L

• M )

p 4v g L W ts7

• c.),

I-L L w (x y h gG O kw'

t. C NL h%n b Pt sw L.A s. n s.

Lt%... c w, r us.,, T-.4. c i, - s u -3, w 1 F t. M 3, e O. o p 'D L 'sc Nu. w s,.pmt r%s u s iv =LiL L ( L.st. I 3 Q .c........f..

NES&L DEPARTMENT CALCULATION SHEET

"' c,,,

,AoE o,. CCN CONVERSON: Pro}ect or DCPMMP Cale No. L-t9t.9.ii ecN wo CCN-Subjr:t ALL4 Sheet No.*ik - % REV ORCHATOft DATE SK DATE REV ORCwuTOR DATE GRE DATE g lj c

p. c,.

'^ w. fh H,M f / Muts % VLs %ssstn ua

• T P Q.LL LL-.

ro a J.t b t, s, v -.. > b tu P rn, tct (Ar) rd i_w u,sa, q Lt_ I s on. +.sq ut. t I I'% kr b, 'Pa y., E 't.o TL, ,,; ;. g. FO A C.' ..s c s vow-w g An LL +4 * % 45 % b. tu Tub u e,J E b bQ v s b.'t L.a c gb - .t e t. t.,t L_s t. .a tu A%.a, 1 row A, ws. s w t. t.. 'b

• EEt A.J ta D Q M wt,g "L.4
• 6 wbv N et-SI. ta J 7 Ag,

bb (G h *q hk4 I I r $3. (% ( W d. % p ( ut) ( g, ( sy %L t. \\ f., +, 4-t 4. ( 5c t... s m ,. ss io ib ii tu +. u s i i "1 O *\\ l

g. L t. '4--

L 'a b 1 t,1 % \\ t.% sq i s.% l l I I.1 h I: D L,( T. w.b I i's Ww wow ) ( s. t ') ( i. t ) ++ r ,.s t u. q t.ss ( Av. wcq ) a c. s t it ess w.w os r u s. 'n w t.

t, A-was mm w c.

• Wv i o s.

La t s s u i t.a v us

u. g u e.s rs aw s w.-t w vswst ACS 84 434 fes w 4/94

,e o. NES&t. DEPARTMENT CALCULATION SHEET ccN,,, ,,,c., cCN COMRSON. Project or DCPMMP Calc No. c.-L. W 'i.tt ecN wo CCN-Sheet No. W - L Subject A (_ t t pEy ORtGaNATOR DATE 1RE DATE REV ORCINATOR DATE IRE DATE fo\\ em %,t % H. w /\\ g E k t.s E Lcs giwi"n ( %% T. t i Tc :. s r, r vv wa s w) m LL.L E

• 4. ( #)

A %', D f,* O.ID t 41

• l g

p ' ( bst t, 'T twe %m} o.11 ("- 4 ut, Ta g m.so g s c, '

gssy, F

5 g.

g. o gj p

'a a La s

• L S4 T- (, c, Less. r t ss Aug,

rw o %t.i: i. v s.wu s 4. A s.s. v L<. Ltr bl owe i y gL,s D h545 % 9 k v s i t.g. ' gh t 1- %i Lt, i g 3 4. _ _.. \\,% ) \\.$ \\ % --. \\ I tt.[uc b b,b l It.3 \\*3D l tt.4 t.7 ) 'D t. l % L q q io it i t. 3

1. ) %

( [ u s j e t., ()O E 4 4A4 ti b! D( 6J C f wi C (t h tD , e u. t 'b t./ tc/v L b LL i 4.1 tl9 E / we e / 4 it tt as 1.95 -~Ts w u,,, e a 4 4. 9-n. d. tt9

• -.s t. / a L Q e o. %,.p.,

oca se.... s w eie.

e .o EC&FS DEPARTMENT CCN NO/ CALCULATION SHEET eneuu. ccN No. exoe _ or _ CCN CoffdRSION: cCN No. T,N. Project or DCP/FCN Calc No. t t 9 5 'i. o Subject )Att4 Sheetw - 3 of uv. ""nersruina mit in mir I uv nais: ntaa mit zu mir g a t .1 h,,._ /h%e c+% ,g o + h Fi,83 3,.m 'P ' ta t%be Ir1-b t.,tu q)!,% %)! " 2 W > ^ 9

w.,, s LC

44. O n n,3 1 MD T> t. [ 6d c j

3 i i i l D L / u L.

9. $

\\g. % l L. L. b I

t. /,a c (,a c.

l ie n.e n1 t.. n l i l l (i) 6 <-s' eoc r e f. q,u, y L. m,,,, t as, t g,, u i,t, a t c.4 but To tin g s IPLLL Eta q. ~.LV, - 9 D i r r t t g,v t Av e u nuu a ;. v g itt VAgt bg it._L vAsJL. CM t*ce PEV o 634 PutsENct soinxw-7.is]

l lIIr,I liI{ltIlj I

• w$a Cwa. %w1mn h z8 o NQ.4$h~OZ)u.uNb 3

.e TJ ~ '5y 0v, '3 b 3z wyh ap5O e@$ en 26 J. ; J, t. 8z U2I 3p5 mA.3srp.p i ag 8 8. E z#

8Qjo, O<E ae MO O

a)) f ' %:, X~s hr t k A' v 3 m ti N "j3 h]si > C, I ^ l.

• yt' l* 4I a.

g, l 0r o O J a oe [ a I J o O s 1 }r A J v 2#VJ Y +

• o e,,

~O J u l 0 3m ~' h - o, a,. hg 7$' a} ao .ps b p, ^, p 2 ce4 = A &t !l $ef1 VJt e 2f J 3f ,t s sj5 j r.,( Re* O. o W )

• Oo

'ps, >n u,a , ' o $ ~. a n " J.p L) + 1,.I f> { ' a '9 js> 4a2, tfl J$ {, ' 3!* s l'>; ). k4 d 2s t, - ~' oe 1 ~ e

• u o *&a
• ~ f > n ; ' O l's ew:

I,

• e

], f1I IIl,l i, ject

• ~ t t-t.

aty onchATOR OAfg sHE Datt REY ORC HATOR DAM N DATU g o 9 E. o n,.%,, '" / g hi* N e _ sum I Y t.b e IL % istth LEP6'T)LThist (WLL t se 6s or, u i.:. u s o u, mun..., W o.- T"r' mL ng y u, f we. v on wivu 9uw L a ta-ws v a t' 4 to b b% % "L by-E w bt. w s t '. ' "'T'u s.,, Lt.,.wa i 4 ,a w u A %LL. '- V e= = v t 56 'os w o n. n g, Law a s t n 7 a.a 'a WL W b b. w ~e. w b' wcwet cf 5 "* b \\J a.,, w J tcL "Tus c1 ut L Le v r go L(o *,w - t_u.. %L.; ws u rs %. a u m3 s; 's A.t t O OPw

• T 5 6 $

%-r= W v L s v ** w - L-1 Lt. u LA, e c.g g, rcg s s e e w t.

c. As %.y w to i c s.. )

I, i <_,,, s w + u__:. l mm -m m, $-4

• k t.%

( ) E L.e. w. (3,,) i i I k9 J 4.t. s

• D

'O 51D tsug -%9 - E/Ow/u' ( ** b ' " ' C d t t. / w c b 4,

t. o t

tL/ ut 4 4. L.1 A g c. L i s., "I o t 4 E / u o / u b. Lo

5. % b

'D L/v o / w b to 5.%S A g a t-t hr E/vo/.au to % lb 7o LL T L j u u/ v s,. 4 1 A1 l'* & qq 4 uolus I tc yn mo u_

wum, s.w IM O t t. / a L

'/ 4., g & , p.j u e,j u c \\o %1t Q % -- .e..........i..

,s .. e.6 EC&FS DEPARTMEffT b goj CALCULATION SHEET m a u ces m. e^oe cCN CONWMON cCN NO. CCN. Project or DCP/FCN Calc No, t-us.,,, Subject __K t t. : het R-6 td ] netstaatan natt int mit I ktv celsimatos LAft ini natt g c Wu '<* i,t /bute a 'w gl 4 u u,., rs_u3,,,.,,, i Eh Au 9 6L b 4L 4 J L Ai n t o ( g g Ate c q b l % 4LLD 51E VA*vb

• 10 Lt.v., v t.u s.s u e, L A a,v s.,

r n.u gis i n er s lb c_

vAm u ssu%

( sse, u ) m b

• S D G

L/uolv(. %tLL

• n o two g

re et/wu g et_ t. sg = k- ~L %t y +. so ie 3 re sq uu wtut u3 a b' ( % 1S 4.L% g s t, 3 i utA A LT u t ts Y L ov tD(1, u n g tA L L. L Lb AT F O %nbS71 % DM Tut P LLv 4 g J 4,, %EM WLTu bb Av0 tA A P 9 b4 ? b i A7 b Ent Lt.s u i L. A %n bi n \\/ A w o ( A 0 %3 T wi t PS %Ns k,aA TAgt .J L w NE atto s, Tut I P t.LL PLA. 1 act so42e MEv. o me petMNCE.9012>IW7.16]

m._ , (,, p e - c% c a 9%

l. \\t -

ccN 6:*-1, POg) IN Cf- .pg "J p. *.nt Calcul0 tion C-281-2, Rev. O APPENDIE II 6N Page II-30s of II-98 Pa9e 1 of 3 seismic oualification Test Report Summari6s and RRR,6% DAMPING supporting Data AUX BLDG., ELEV. 60' (NODE 9) & DSL GEN BLDG ELEV 30'-8" OBE, HORIZONTAL, SKETCH NO. SO23-SK S-725 & 991 F8 FREQUENCY 725 Fir Spectra -991 Fir Speart Amp Fauors Amplified Spectra (HZ) (c's) (c's) (c's) 1 1.2 1 1.1 1.3 i 1.3 2.1 1 1.0 2.7_ _,,,, - 1.6 2.8 1.5 1.9 5.3 2.1 2.8 1.3 2 5.6 2.5 2.8 1.3 2.3 6.4 3.2 1.3 1.6 3.3 5.3 4 0.9 1.6 4.4 7.0 5 0.7 1.6 4.9 7.0 6.5 0.6 1.4 4 5.6 8 0.6 1.2 2.1 2.5 10 0.6 1.1 2.6 2.9 13 0.6 0.9 1.4 1.3 16 0.6 0.6 1 0.6 20 0.6 0.5 1.5 0.9 25 0.6 0.5 3.3 2.0 33 0.6 0.5 4.2 2.5 40 0.6 0.4 3.7 2.2 65 0.6 0.4 - 3.2 1.9 80 0.6 0.4 2.1 1.3 99 0.6 0.4 1.9 1.1 RRS,6% DAMPING AUX BLDG., ELEV. 50' (NODE 9) & DSL GEN BLDG ELEV 30' 6" DBE, HORIZONTAL, SKETCH NO. SO23 SK-S 701 A -990 F8 FREQUENCY -701 Flr Spectra 990 Fir Spectra Amp Factors Amphfied Spectra I (HZ) (a) (c) (c's) 1 2.5 2.1 1.1 2.8 1.3 4.7 2.I 1.3 6.1 16 5.3 2.4 1.9 10.1 2.1 5.3 2.5 2 10.6 t.5 4 2.5 2.3 9.2 3.2 2 2.8 3.3 9.2 4 1.4 2.8 4.4 12.3 5 1.3 2.8 4.0 13.7 6.5 1.2 2.5 4 10.0 8 1.1 2.1 2.1 4.4 10 1 1.9 2.6 4.9 13 1 1.6 1.4 2.2 16 1 1 1 1.0 P0 1 0.9 1.5 1.5 25 1 0.9 3.3 3.3 33 1 0.8 4.2 4.2 40 1 0.8 3.7 3.7 65 1 0.8 3.2 3.2 80 1 0.8 2.1 2.1 99 1 0.8 1.9 1.9

, - g.. p c, ww r - u % 1. g ,. n u-~ Table 1 GERS FOR INDUSTRIAL TYPE 1 (600 V) RELAYS CLAS$a AUXILIARY RELAY Subclass: Industrial Type 1 (600 V) 1 CHECKLIST:

• The relay must be either a General Electric CR1208, CR1208D, CR2810A, a Westinghouse AR or ARD, a Square D 8501-X, or a Clark 4U8 or AU3.
• In order to utilize the OERS for a specific ri. lay, the model numbers given below must be verified from either nameplate data, original invoices, electrical / control drawings, or inventory lists.

ROOGEDNESS DATA: GERS* Level Non-Operate Operate Tvoe and Submodel Identification NO NC N0/NC GE CR1208 St** 3t bt GE CR12380 3t** St 7t Westinghouse AR (AR440A, Style 766A025001 tested) 10t 7.5t 10t Westinghouse ARD (ARD440SR, Style 765653G07 tested) 10t 4.5t 10t GE CR2810A (CR2810A14AJ tested) 6 4 10 Square C 8501-X (8501-X060 tested) 8 6 10 Clark 408 (4U8-5 tested) 6 5 10 Clark 4U3 (4U3-1 tested) 8 6 10 Spectral acceleration, 4-16 Hz, 5% damping. Lowest GERS level for either NO or NC. t ANSI /IEEE C37.98 SRS applies for frequencies > 16 Hz (existing test datas not based on EPRI test data). B-37

, in ed - tw[ c.dk.1 s s i ~P e. % rv_ - n-GERS-RLY-PNT.7 5/1/90 GERS FOR PNEUMATIC TIMING RELAYS CLASS: AUX!LIARY RELAY Subclass: Pneumatic Timing Relays CHECKLIST:

• The relay must be either an Agastat Series 7000 (E7000), 2100 or 2400, a GE CR28208, a Westinghouse BTC, or an Allen-Bradley 700-NT.
• In order to utilize the GERS for s specific relay, the model numbers given below must be verified from either nameplate data, original invoices, electrical / control drawings, or inventory lists.
• The GERS is for timing relays set to " time-out" within the nominal timing range of the relay model. The test data does not include relays with very short time delay settings. Timing errors may be induced for time delays less than about 0.3 sec.*, thus, a separate evaluation of the consequences for delay time change is required for relays ret for delay time less than approximately 0.3 sec.
• The Agastat er,d CR28208 relays must be mounted in the' vertical position.

RUGGEDNESS DATA: GERS** Level Non-Operate Operate Transition Type and Submodel Identificat ion NO/NC N0/NC N0/NC Agastat F7012, 7012, 2412 12.5t 12.5 gt 12.5t Agastat E7014, 7014, 2414 10t lot 10t Agastet E7022, 7022, 2422 6t tot 4t Agastat E7024, 7024, 2424 7t 10t 5t Agastat 2112 (2112 AH1 tested) 10 10 10 Agastat 7012-LL (auxiliary contacts - accessory itee) 10 9/7 NA Allen-Bradley 700-NT (700 type N tested) 10 10 10 Westinghouse BTC (8TC22R tested) 10 10 to OE CR28208 (CR28208110AA2 tested) 10 10 10

• This limitation reflects a judgment that short-time delay settings may be influenced by input frequency content greater than about 3 Hz.
  • Spectral acceleration, 4-16 Hz, 5% damping.

t ANSI /IEEE C37.98 SRS applies for frequencies > 16 Hz (existing test datas not based on EPRI test data). NA - not applicable. B-8

wW C Aw4 C

• 9T..").tg e

h%t E -'+ GERS-RLY-ARR.3 5/1/90 Table 1 GERS /OR ROTARY RELAYS CLASS: AUXILIARY RELAY Sunclass Rotary Ct:fCKLIST: The relay must be s Potter & Bruefield MOR series rotary relay with no more than 24 poleslof double throw contact configuration. 5

• In order to utilize the GERS for a specific relay, the model numbers given below must be verified from either nameplate data, original invoices, electrical / control drawings, or inventory lists.

RUGGEDNESS DATA: GER$* Level Non-Operate Operate Tvoe and Submodel identification NO/NC N0/NC N0/NC-Latched ** MOR Relays (all models) - non-latching models [131-1(AC), 134-1(AC), 137-8(DC), T032 tested) 10/9 10/10 N/A - latching models (4076(AC), 5061(DC) tested] 6/6t N/A 6/6t N/A - not applicable. Spectral acceleration, 4-16 Hz, 5% damping. Coil de-energized after operate and latch, t Existing test data (highest level tested): not included in EPRI test program. e 1 e e B-53 -.}}