Text

Rev 1 to Procedure 8031-G-19, Required Response Spectra (RRS) of Primary Containment for Load Combinations of Seismic & Hydrodynamic Loads
	ML20080M382
Person / Time
Site:	Limerick
Issue date:	08/02/1981
From:	; BECHTEL GROUP, INC.
To:	;
Shared Package
ML20080M379	List: ML20080M381; ML20080M382; ML20080M384;
References
	8031-G-19, NUDOCS 8310040129
	Download: ML20080M382 (190)
	v • d • e

_- -

i 1

Specification 8031-G-19 Revision 1 s

5 O

9 4

4 APPENDIX E REQUIRED RESPONSE SPECTRA (RRS)

OF PRIMARY CONTAINMENT FOR LOAD COMBINATIONS OF SEISMIC AND HYDRODYNAMIC LOADS p

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FACING SHEET LIMERICE GENERATING STATION, UNITS 1 & 2 JOS Mo 8031 i

PHILADELPHIA ELECTRIC COMPANY 8031-G-19 ~

W- Pn@ect:BEquiEementS fQr Design - Appendix E POWER Assessment & Qualification of Seismic Categori DIVISION 1 Equignent Supports of Sa4e4e and Hydro-gad Ccreg-foz 2

,,, l dynamic rwa E-ii.

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3 Specification 8031-G-19

. R3 vision 2 INDEX TO APPENDIX E Cover Sheet E-i Facing Sheet E-ii Index to Appendix E

. E-iii 1.0 Load combinations for seismic and-hydrodynamic loads 'E-iv 1.0.1 Components an'd elevations of the E-v primary containment model where response spectra are furnished 1.0.2 Table of Load Combinations E-vi 1.0.3 Definition of Terms E-vii 1.0.4 Figure Index to elevations where E-viii response spectra are furnished 1.1 Horizontal Response Spectra E-1 thru E-84 1.1.1 Upset Condition (a) -

E-1 thru E-14 1.1.2 Upset Condition (b)

E-15 thru E-28.

1.1.3 Emergency Condition

E-29 thru E-42 1.1.4 Faulted Condition (d) 'E-43 thru E-56 1.1.5 Faulted Condition (e) E-57 thru E-70 1.1.6 Worst Condition E-71 thru E-84 1.2 Vertical Response Spectra E-85 thru E-174 1.2.1 Upset Condition (a)

E-85 thru E-99 1.2.2 Upset Condition (b)

E-100 thru E-ll4 1.2.3 Emergency Condition E-ll5 thru E-129 1.2.4 Faulted Condition (d) E-130 thru E-144 1.2.5 Faulted Condition (e) E-145 thru E-159 1.2.6 Worst condition E-160 thru E-174 1.3 Horizontal and Vertical Response Spectra E-175 thru E-180

' Envelope from elevation 177' to 312'

\ .

T-15/7 E-iii

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l Specification 8031-G-19 l Revision 2 1.0 Load Combinations for Seismic and Hydrodynamic loads The Required Response Spectra (RRS) for combined seismic and hydrodynamic loads are being furnished for the purpose of

equipment qualification. .The spectra have been generated for various locations on the primary containment structure. At each location, the response spectra for the hydrodynamic loads were obtained by enveloping the response spectra of all the nodes at the same radius. and elevation. The response spectra for the

' , seismic loads were obtained directly from each node of the seismic containment,model. Figure 1.0.1 shows the section of the primary containment structure with the components and -

elevations where the response spectra are furnished.

~ There are six response spectra for each elevation in the hori-zontal direction and six in the vertical direction, as indicate l in Tables E-I and E-II. The combinations are based on the !

squareroot-of-the-sum-of-the-squares (SRSS) method as defined by the equations on page E-vi. The definition of terms used in these equations is given on page E-vii.

The acceleration response spectrum is furnished and combined at all frequencies which occur either in the seismic or the hydrodynamic model. If a response spectrum is not available at a certain frequency in either of the models during load combination, a linear interpolated value for the acceleration response is used.

In certain instances, e.g. similar equipment lo' cated at

! various locations and different elevations, it is possible to use elevation envelopes of the RRS. Envelopes have been generated for the drywell, wetwell and for the drywell and wetwell E-vi.

combined, for the worst load case as defined on page i

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__-- e Specification 8031-G-19 Revision 1 325'-B" 312'-8" 312'-7" l Shield Wall

! Drywell Wall

- 286' "

283'-11"

/

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.., 263'-8 8 ~264'-6" Diaphragm Slab

- 247'-11" y \1 , 236'-2" y PPedestal

- g Wetwell Wall

/

207'.L' 205'-11" 198'-9" l

177'-11" Figure 1.0.1 CmW#.nts and elevations of the Primary containment structure where Response Spec?ra are furnished.

l t

E-v w gr. + O

Specificction 8031-G-19 Revision 2 1.0.2 TABLE OF LOAD COMBINATIONS The following load combinations have been used for obtaining the combined response spectra for the purpose of equipment qualification:

Condition Load Combination Dampinq

! 1. Upset a. 2 )l/2 l .

[OBE2 + SRV 2%

b. OBE

{ 1/2%

'2. Emergency

a. [OBE2 + SRV2 + SBA2 ]1/2 2%

3. Faulted a. [OBE 2 l/2 gg

b. [SSE 2 2 ++SRV sgy22 + IBA ] ]l/2

+ IBA 2 2%

c. [SSE2 + DBA 2 )l/2 2%

' d . Envelope of a , b & c 2%

e. SSE 1/2%

4. Worst a. Envelope of la, 2 and 3d 2%

The response cases la , lb, 2,spectra3d , 3e provided and 4. herein at each location are for the -

Curves la, Ib, 2, 3d and 3e should be used when Analysis is used as a basis for qualification.

pg Curves ib, 3e and 4 should.be used when Testing is used as a basis for qualification. ,

\

i' l ,

T-15/7 E-vi i

_. _ _ . . _ . . _ . . . . . ~ . _. . _ . . . , . - . . . _ . _ _ _ . _ _ . _ . _ . . _ . . . . . . , ~ . _ -

Specification 8031-G-19 R;vioicn 3 4

, 1.0.3 DEFINITION OF TERMS

(

08E: Operating Basis Earthquake.

SSE: Safe Shutdown Earthquake.

SRV SRV discharge loads including worst case effects of

, symmetric and asymmetric load cases. This will require enveloping SRV (SYMM) and SRV (ASYM).

SBA:

Small of Break Accident loads including worst case effects chugging. -

IBA:

Intermediate Break Accident loads including worst case effects of chugging and CO(ADS). This will involve enveloping chugging and CO( ADS).

DBA:

Large Break Accident loads including worst case effects of chugging, CO(BASIC) and AP. This will require enveloping chugging, CO(BASIC) and AP Loads.

CO:

Condensation Oscillation load AP:

g Annulus Pressurization load ADS: Automatic Depressurization System Load l

l I

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1 E-vii

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1.0.4 TABLE E-I .[

1,

Figure Index to elevations where RRS for load conbinations are ,

i furnished (Horizontal)

i j ELEVATICN OEMPONENT UPSET (a)* UPSET (b) DIERGENCY FAULTED (d) FAULTED (e) h0RST ,

. : i

177'-11" Hetvell Wall E-1 E-15 E-29 E-43 E-57 E-71 I i

li 198'-9" Wetwell Wall E-2 E-16 E-30 E-44 E-58 E-72 i g

i j 205'-11" Wetwell Wall 5:-3 E-17 E-31 E-45 E-59 E-73 i, 236'-2" Wetwell Wall E-4 E-18 E-32 E-46 E-60 E-74 .

i l 264'-6" Drywell Wall E-5 E-19 E-33 E-47 E-61 E-75 g, l 283'-11" Irywell wall E-6 E-20 E-34 E-48 E-62 E-76 * ;

i 312'-7" Drywell wall E-7 E-21 E-35 E-49 E-63 E-77 '

325'-8" Ikywell wall E-8 E-22 E-36 E-50 E-64 E-78 l

207'-1" Pedestal E-9 E-23 E-37 E-51 E-65 E-79

.i 236'-2" Pedestal E-10 E-24 E-38 E-52 , E-66 E-80 247'-11" Pedestal E-ll E-25 E-39 E-53 E-67 E-81 ,

263'-8 5/8" Pedestal E-12 E-26 E-40 E-54 E-68 E-82 .

286'-3" Shieldwell E-13 E-27 E-41 E-55 E-69 'E-83 312'-8" Shieldwall j E-14 E-28 E-42 E-56 E-70 E-84 l

[

'Ihe letter in parenthesis refers to the load case on page E-vi.

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l I 1.0.4 'IRBLE E-II Figure Index to elevations where RRS for load ombinations are furnished (Vertical) 4

. ELEVATION OMEONDFF UPSET (a)* UPSET (b) DIERGENCY FMEjIED(d) FNJLTED(e) WORST 177'-11" Wetwell 2 11 E-85 E-100 E-Il5 E-130 E-145 E-160 i

205'-11" Wetwell hll E-86 E-101 E-ll6 E-131 E-146 E-161

i i

! 236'-2" '!

, Wetwell Hall E-87 E-102 E-117 E-132 E-147 E-162 i j l 264'-6" Drywell Hall E-88 E-103 E-ll8 E-133 E-148 E-163 283'-11" Drywell well E-89 -

E-104 E-119 E-134 E-149 E-164 f 312'-7" Drywell wall E-90 E-105 E-120 E-135 E-150 E-165 i

, 325'-8" Drywell wall E-91 E-106 E-121 E-136 E-151 E-166 i

j 207'-1" Pedestal E-92 E-107 E-122 E-137 E-152 E-167 i 236'-2" Pedestal E-93 E-108 E-123 E-138 E-153 E-168 j 2478-11" Pedestal E-94 E-109 E-124 E-139 E-154 E-169 l

1 263'-8 5/8" Pedestal E-95 E-110 E-125 E-140 E-155 E-170 .

286'-3" Shieldwall E-96 E-Ill E-126 E-141 E-156 E-171 ,ta !

j 312'-8" Shieldwall E-97 E-ll2 E-127 E-142 E-157 E-172 ^

^

j 236'-2" Diaphragm {

E-98 E-Il3 E-1.'8 E-143

} Slab (R=30')

E-158 E-173 g 3 ld * .f j

3 j 236'-2" Diaphragm E-99 E-ll4 E-129 i E-144 E-159 E-l'I4 j Slab (R38'-4") 8 {

' $ l

'the letter in parenthesis refers to-the load case on page E-vi. f g

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} E-ix

F Specificction 8031-G-19 R vicion 2 l.0.4 TABLE E-III

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Figure Index to regions where enveloped RRS for horizontal and vertical direction are furnished for the primary containment (envelope from elevation 177' to 312'), for the worst load case

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Page Number Region '

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Damping: 0.02 By: cKu/ Date: r/ir/st Check: Ms Date: $82

l' i : ! i, 0 .

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Fig. E-56 Limerick Generation station, Acceleration Spectra for dy&A/N/'tE4/T-SNir/Ovd4 Load Case: MEtoPlf of 3a. 3 6 3 e i Node: Direction: /hE/20#7AL Elev: 31Z'- 1 " Angle: "

, Damping: 0.02 By: C M Date: 5AP/st Check: ..Asg Date: p 2 i ..

l. . ';

^

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c. "

PERIOD * .

10.0 10 0.1 0.08 . ,

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l FREQUENCY-CPS j Fig. E.-57 Limerick seneration station, acceleration spectra for cow rmsmewr toerwau.

l Load Case: SSE Mode: - Direction: H OR . Elev: l'77'- li ' Angle: -

f Damping: 0.005 By: AB Date: ClaglesCheck: ft. Date:c12'd88 !

l -

'i .

l _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ - _ _ - -- - . - - - _ _ _ - - - _ - _ - _ _ _ -

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i Fig. [.-b s Limerick Generation Station, Acceleration Spectra forCONTMMMENT 00 E Tide l.t.

m Load Case: SSE l Node: - Direction: HOR. Elev: 448'- 9" Angle: -

i Damping: 0.005 By: AB Date: shels: Check: Pt Date: Lp. l i

PERIOD ' .

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I.0 10.0 100 FREQUENCY-CPS 4

Fig. E M timerick seneration station, Acceieration spectra for costnumenT ine rsoe ts-

Load Case: SS E j

Node: -

Direction: HDR Elev: 205' - t i" Angle: -

. Damping: 0.aci By: At5 Date: 6/24/81 Check: R. . Date: g /

i _

_ - - - _ _ m _ _ v -

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, FREQUENCY-Cr5 Fig. E-60 Limerick deneration station. Acceleration spectra for conymumenT toeTtos t.u Load Case: CSE

, Mode: -

Direction: HOR Elev: 23(,'- 2" Angle: -

Damping: O,005 . By: AB Date: G/24/al Check: Pt Date:( g l

i l :

't j ,

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' l FREQUENCY f I'S l Fig. E.-(,i Limerick sen ration station, Acceieration spectra for cournismear mavo>stt j j Load Case: SG E Mode: - Direction: hor. Elev:264# - 6" Angle: -

Damping: 0.005 By: As Date:G/24181_ Check: Pe. Date: % I i-

].I e

l *

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FRE0tlENCY-CPS -

Fig. E-42 Userick Generation Station, Acceleration Spectra for enNTAINMENT T)RYtBELL Load Case: SSE j Elev: 283'-tt" Angle:

Node: Directlon: HOR Damping: 0.0o5 By: AB Date: C,/.2 'i/81 l ,, Date: cfn/el Check: Pc

(

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F RE QUE NC Y -C P'3 '

Fig. E-67 Limerick Generation station, Acceleration spectra for cowTmamewT PentstAt ,

Load Case: SSE Node: - Direction: 140R Elev: D4I-It ' Angle: -

Damping: 0.005 By: AB Date: c/24/01 Check: fc Date: fj23/Fs l

e

" ~ ,

s PERir'- .

10.0 1.0 0.1 0.0.

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Load case: SSE i Mode: - Direction: H 09 Elev: 063'-9 /a*5 Angle: -

Da ping: 0.005 By: _AB Date: OfM/ei check: fc. Date: &. ,

_ _ _ _ _ ______ m

r ~ ^

PERIOD ' .

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rREQUENCY-CPS l Fig. E~09 Limerick Generation Station. Acceleration Spectra for con TAINmeHT skritoug

, Load Case: SSE j Node: - Direction: HOR Eley: 3 % 6 - f Angle: -

1 Damping: 0.005 By: Ae _ Date: C/mles Check: 11 Date: r. E.) l

n -.

PERIOD- .

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. FREQUENCV-CPS I' Fig. E-70 timerick seneration station, Acceleration spectra for cairmamenT sumi. onu_ l Load Case: SSE -

Mode: -

Direction: HOR. 'Elev: 312 - B " Angle: -

Damping: O.005 By: AB Date: chelas Check: Pe. Date: 6,/25l81 W.-<

. ' o i 1 - .

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n o. o io o.: e.oi l siei e i e i i >i ie i e i e i eiei e i i i i i -

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2. (OBE +SRV +SBA )b i

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Fig.. E-9Lt.imerick Generation Station, Acceleration Spectra for (tWTAWWrN7; Wrtwru.

Load Case: fNVncPE lo , L 3%,% ,3c.

Mode: -

Direction: )DDZcWTAL Elev: 191 *-9' Angle:

Damping: 0.02 By: cEv/ Date: 5/t?/1Z. Check: Asn Date: ga2.

s -

+ r ' , ; :i f < i, 6 -

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I la. (OBE +SRV )

2. (oBE +SRV +SBA ) .

1. 2s l ,, 3,, gggg +SRV ,g,3 2%

2 2 3 ;

I 3b. (SSE +SRV +IBA )

3c. (SSE +DBA ) -

Y E 1.00 i f

)

B'i I O.75 .

-O (A a i O _,

E 1

C un

{ k 0.50

, --y f tj--

i j 0.25

/

N/a -

1 i /

I

/

i 0.00 i 2 4 6 8 2 4 6 8 2 al 6 0

! D.I 1.0 10.0 100 1

i FREQUENCY-CPS Fig. E-130 Limerick Generation station, Acceleration spectra for cosymNmswr toeriostL

' EvweAope. ot ~5a . 3b ,3c

! Load Case:

1 Direction: Elev: 177'-11" Angle:

; Node: - VEA. -

+

{* Damping: .0.02 By: AB Date: Glas/a: Check: ft Date: $ 81 i

i }

l' ' ^ O PERIOD'- .

t 'a a

' c,,,,,, , ,;ai,,, , i i i o.t 8 al l.50 .

oiii i i - i i f.

l l la. (OBE +SRV ) .

2. (OBE +SRV +SBA ) !

1.25 2 2 '

3a. (OBE +SRV +IBA2) '

3b. (SSE +SRV +IBA ) t.

' 3c. (SSE +DBA )b !

! r

'i .

<r t

}

5 (

l.00 i i . i t

2 --

I S

.I

>< e.

< et i ac

' W

, a

, QU 0.75

. .- u i $ i I cN f

! M

$ 0.50 < 7-,

J ,

(

J 7 4

}

.h O.25 -

.I

. f

/ )

4 i / I l

i

.8 0.00 I 4

0.I 2 4 6 0 2 4 6 0 2 4 6 0 j 1. 0 , 10.0 100 FREDUENCY-CPS 7

Fig. E-13) Limerick Generation Station. Acceleration Spectra for conTmsmcNT toewu

{ t Load Case: E nv d ope. e( h , 3b ,3c l Node: - Direction: VER. Elev: aos'-it ' Angle: -

4 ;

Damping: .0.02 By: AB Date: s/2918: Check: (l. Date: g .l j

~, - -

e ,i

, PERIOD .C. .!'

, 10.0

,iii. . . . .

1.0

.ii i i i i i i o.

ii . . . . i , ,

o.on i

]

3.0 i

la. (OBE +SRV )b

! 2.

2. 5 (OBE +SRV +SBA )

3a. (OBE +SRV +IBA )

3b. (SSE +SRV +IBA )

4 Y, 3c. (SSE +DBA ) b E 2. 0 5

.) '

c--

IT) "i j i

$gE i.s ,

! pa t B

C w

l h I.0 O.5 j J t\

1 a r

\}

g

, s s

0.0 2 4 6 0 2 4 6 8 2 4 6 8 0.1 1.0 10.0 100 FREQUENEY-f.PS Fig. E-132. Limerick seneration station, Acceleration spectra for courmomtor iosTiost_i.

Load Case: Ewvdope. of 3a,3b .h Node: - Direction: yER. IElev: 23(,#-2

Angle: -

4 Damping: 0.02 By: A8 Date: 6/24/si Check: ll, Date: *I.

t

_ .4 PERIOD-10.0 8.0 0.8 0.08 l I I I I I i 8 I 8 II I I I I I ! II i 8 8 8 8 ' I I l 3.0 i

1 i la. (OBE +SRV ) *

2. (OBE +SRV +SBA )b l 3a. (OBE +SRV +IBA ) b i ,

3b. (SSE +SRV +IBA ) b i 3c. (SSE +DBA )b -

Y a

2.0 jl 2 !

t E 5

m$

_L Wu i.s W"

Y

! id

' h I.0 i

i

[

)

\ \_~

0.5 s .

y o i

N !

i ,

/

s '

0.0 g,g 2 4 6 0 2 4 6 0 2 4 6 8 1.0 10.0 100 .

FREQUENCY-CPS Fig. E.-133 Limerick Generation station. Acceleration spectra for cow rMNMEt4T DRW.) ELL Load Case: Enveicce of 3a . 3b .3c i Node: -

Direction: NER. Elev: 2#-6" Angle: -

+

Damping: 0.02 By: ATA Date: Gj24f 81 Check: PG Date: (fa ;/el j 6

i ! . s l ; l . PERIOD C.

lo.o 5.0 n.8 o.os l III I I I I I I II8 I I I 8 I I 18 1 3 I I I I I I 3.0 4 I la. (OBE +SRV ) r--

2. (OBE +SRV +SBA ) b

~

i 2.5 3a. (OBE +SRV +IBA )

3b. (SSE +SRV +IBA ) *

! 3c. (SSE +DBA )

u i

i i l

2.0 I .

i i .

S .

e-b$

iw i

! i 4

l .

Cm IT

\,

O.5 ,f q -

s ' .

/ .

O.0 1 i 2 4 6 0 2 4 6 0 2 1 6 0 0.I 10 10.0 100

, FREQUENCY-CPS Fig. El34- Limerick Generation Station. Acceleration Spectra for CoHTMMMENT ".bR,WELL Load Case: Eudepe. ~ of 3a, 3b . ~5 c-Mode:

- Direction: N E st . Elev: 283'-11

Angle: -

, 4 Damping: 0.02 By: AB Date: 6/24fes Check: O.. Date: g il l

4 . - . .

c 3 !'.

-I s a .

I Il ; so.o n.o PERIOD .'.

o. o.on siiii i i i i ise i i i i i l si ii i i i i i 8

3.0 i

la. (OBE +SRV ) '

,l 2.

i (OBE +SRV +SBA )

2. 5 3a. (OBE +SRV +IBA )

3b. (SSE +SRV +IBA )

3c. (SSE +DBA )

V E 2.0

,' i e

s-i fll E "j

i y'; i.s UIE f l

U U (

" I'O I

~'

i / V o5 e

[ \

s 1

1 i

j -

1 0.0 -

2 4 6 0 2 4 6 0 2 4 6 8 l 0.I 1.0 10.0 100 i FRE0llENC1-CPS i Fig. E-135 Limerick Generation Station. Acceleration Spectra for CONTAiHMENT 3R* DELL.

Load Case: Ewvelope of ' % . 3b . L l Node: - Direction: VER. Elev: 342.'-1" Angle: - -

4 Damping: 0.02 By: AB Date: ggj Check: ft. Date; % :

t %

k' .- ,A PERIOD-r *.

, 10.0 3,0 70 0.01 3I I 8 I 8 8 8 I III I I I i l l l si e 3 g 3 s 3 g i

la. (OBE +SRV )

f 2. (OBE +SRV +SBA ) b 3a. (OBE +SRV +IBA ) b 3b. (SSE +SRV +IBA ) b ,

u 3c. (SSE +DBA )

2.0 4

i ;

R .

s

, @E -

bh i.s OM

(~D U

, $ 1.0 N ___

(

l 0.5 k .,

1 f

, /~

0.0 2 4 6 0 2 4 6 0 2 4 6 0 0.1 10 10.0 100 FRE00ENCY-f r5 Fig. E-136 Linerick Generation station, Acceleration spectra for cournismenT DnwoctL Load Case: Erwel0pe of 3a , 3b .3c.

Mode: Direction: VER. Elev: 325'-B" Angle: -

+

Damping: 0.02 By: As Date: shqfeicheck: Pc Date: g g

,'A PER10P .

50.0 1.0 c.1 c.oi 11i i i i i i i IIs I I I s i s siis a i i i i i 1.50 la. (OBE +SRV )

2. (OBE +SRV +SBA ) b 1.2s 3a. (OBE +SRV +IBA ) b 3b. (SSE +SRV +IBA )

t 3c. (SSE +DBA ) ~

i !, 'f (

$ g,og -

\ ---

i .

z In i$

gg o.7s ) ) i y

. e j d

J j 8 )

n 0.so e

/ i

, 1 p r J A

4 1

0.25 f

i /

( .

./

1

/

J -

~

{ 0,t 2 4 6 8 2 4 6 0 2 6 1.0 10.0 4 0 100 FRE00ENCY-CPS F1g. E-G7 Limerick Generation Station. Acceleration Spectra for CoHTMMMENT PEbESTA l.

Load Case: Envdonc d' % . 3b .Gc Node: -

Direction: V E R. . Elev: 207'-t " Angle: -

Damping:

4

.0.02 By: AB Date: G./19.hi Check: r'c. Date:

M.J0f6l 7

_, . . - A j PERIOD- .C.

no.o Io o.t c.on !

iisii . . . i ii.ii i i i i siii i ii i i i ;

1.50 '

?

' 'la . . (OBE +SRV ) 7

2. (OBE +SRV +SBA )

1.25 3a. (OBE +SRV +IBA )b l ,

3b. (SSE +SRV +IBA ) b 3c. (SSE +DBA ) -

l 't -

E I.00 { i 1 ;

5 l f E I

@U t J

'l -

y0 0.75 /

j i PE '

g j d

M s

~

h 0.50 j

y

< F 0.25 ,

/

/ '

/

. /

-d 0.1 2 4 6 0 2 4 6 0 2 4 6 0 10 10.0 100 !

FREQUENCY-LPS ,

Fig. E-138 Limerick Generation Station. Acceleration Spectra forCOMThtHMEMT PEDELTAL., '

Load Case: Enwh of %. 3b /ac.

Mode: -

Direction: VEfk . Elev: 2W 'l" Angle: -

4 Damping: 0.02 By: AB Date: G/24,/61 Check: ft. Date: (clWil6 l

i .. ,

g .

i

'M -

.' 30,0 PERIOD . '.

', 1.0 0.8 EM

g;; y g i g i iis i I I I I ' i l' '

' 'I I I I i 1.50 g 4 .

, l i -

la. (OBE +SRV )b

2. (OBE +SRV +SBA )b 1.25 3a. (OBE +SRV +IBA ) b 3b. (SSE +SRV +1BA ) b 3c. (SSE +DBA )b Y

i 1.00 l . ; -

E

, @E i- y' 0.1s /

(M u .

j . J"

_y_

, S E - \

S /

(

% 0.50

) \--

/ '

j \

0.25 ,

~

/

-d 0.00 2 4 6 8 2 4 6 0 2 4 6 D.I 1. 0 10.0 0 i 100 FRE00ENCY4PS i

Fig. E-139 Limerick Generation station, Acceleration spectra for en.4TAiumenT PentsTA L .

Load cise: of, h.3b.3c Eme t ou. ,

Mode: ,

Direction: V ER. . EleV* 74'7 -Il. Angle: -

Damping: 0.02 By:

4 AB Date: 6/24/01 Check: l'c Date: 0,I.2 l,MI O

l

+- .

- - e

/ PERIOD . . l t .

io.o 3.0 a.: a.oi :

l i.. . . . . i isiii i , , , i siiii . . i i .

3.0 l

I '

i la. (OBE +SR\t )

2. (OBE +SRV +SBA )b 3a. (OBE +SRV +IBA )

3b. (SSE +SRV +IBA ) b o 3c. (SSE +DBA )b ,

, d l

2.0 i

2 .

E x I \

Ill

l 1

i e i.s o .

Y" oa .

' Fr C

w

& i.0 ; L t

0.s r' w

, - /- %

A-,

, /~'

i o.0 0.1 2 4 6 0 2 4 6 0 2 4 6 8

, 1.0 10.0 100 j FREQUENCY-CPS i Fig. C.140 Limerick Generation Station. Acceleration Spectra forcowrMMMEH T PEbECTM.

, Load Case: Eweetope of %, % w sc Node: - Direction: V Est, . Elev: 263'-sti Angle: -

Damping: 0.02 By: As Date: sl2g/sicheck: A. Date: Mi.s

1 1 - r PERICD-E.J.

i

, ,,, , i.a o.: 0.08

: i i i a sii ii i I ' l'I 8 i ' 3 3 8 3

, 3.0 ;

1

.i la. (OBE +SRV )

2. (OBE +SRV +SBA ) -

3a. (OBE +SRV +IBA )

3b. (SSE +SRV +IBA )

3c. (SSE +DBA ) -

G

'a j 2.0 m -

3

(" '

_I t; i.s i kW

~ _.i 5

1.0 - J k

~

/

/ \

0.5 '

I (

, r '

s

/* *

, / ,

O.0 il 2 4 6 0 2 4 6 0 2 4 6 8 D.I 1.0 10.0 100 I FREQUENCY-CPS Fig. F_-14l timerick Generation station, Acceleration spectra for CONTAINMENT SHIELBt0ALg.

Load case: Ew-cler=. of 3a .3 b ,'3e.

Mode: - Direction: V ER . Elev: 286'-3 d Angle: -

+

Damping: 0.02 -

By: As Date: siza/si Check: l'c. Date: g 'l

^ "

3 ,

PERIOD- '.

.! 13.0 l.G O.I 0.01 l

'l' Il l I I 3 i B I Ill I I I I I I Ill iI I I I I l 3.0 i

la. (OBE +SRV )b i 25 2. (OBE +SRV +SBA ) '

^

3a. (OBE +SRV +IBA )

3b. (SSE +SRV +IBA )

o 3c. (SSE +DBA )

d

i

2.0

\ $

e n

! E ri

_L$ i.s L ME r--

p$ '

1 M

$ l.0 ' k2 ---

/

/ ,

I e *

/ \

l 0.5 -

\

s f 1

, s O.0 2 4 6 0 2 4 6 0 2 4 6 8 0.I 1.0 10.0 gpg FRE00ENCY-CPS Fig. E- 142 Limerick Gene-ation Station. Acceleration Spectra for enu rmatnENT SklELb:.dht_

l Load Case: Erwdo pe 4 %.3b,3c Mode: _ _ _ - Direction: VER. Elev: Sil'-B' Angle: -

4 Damping: -

0.02 By: AB Date: 6/24/01 Check: fY, Date: g g.;

. . . . . . . ~ . . .- .

c f

W

+

.\ .

d

- a C -

- o a s e # -

Z %,

~

4

K

'O 5 .

N m I ".

- F .M .* !

% z y a 2 l

~

E m .

N I

g eg QC F ..

~ Z - d

- / h C f

~

. .N m O

L a -

% C m m

- o

J N 7n Mp .; y.

" o e ..

m

5. .D -w o**

~

p T @ c

S

- o 13 QM $

w eu r*n, c of 4 1

l.

5 w ", W ..

v y 7 ,h e

o t . wMa z C

_ { w .

z m 3 e w oo 3 g se h **

3W i _ .

E g

, 6 m .

a [ # # # se o s

ML20080M382

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