ML20080M382

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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  Constellation icon.png
Issue date: 08/02/1981
From:
BECHTEL GROUP, INC.
To:
Shared Package
ML20080M379 List:
References
8031-G-19, NUDOCS 8310040129
Download: ML20080M382 (190)
v • d • e


Text

_-

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

P-196/4 E-i 0310040129 830930 PDR ADOCK 05000352 A

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E-vii 1

E-70 1

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ht.4 4 1 E-71 1

E-160 1

r 4-1 thru 1

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

PHILADELPHIA ELECTRIC COMPANY 8031-G-19

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W-Pn@ect:BEquiEementS fQr Design -

Appendix E POWER Assessment & Qualification of Seismic Categori 1 Equignent Supports of Sa4e4e and Hydro-gad Ccreg-foz 2

DIVISION l

dynamic rwa E-ii.

~. - - - - -

_...y_._.----w--------e---e-M""*"N""

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-

'E-iv hydrodynamic loads 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'

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T-15/7 E-iii

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Specification 8031-G-19 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 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 combined, for the worst load case as defined on page E-vi.

i

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T-15/7 E-iv 4

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,_w.,,ww-,,,_

~,w,,,--

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

Shield Wall Drywell Wall

- 286' 283'-11"

/

/

/

8=

=

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

- 247'-11" y

\\1 236'-2" PPedestal y

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 m

m

e-w

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. [OBE2 + SRV )l/2 2

l 2%

b. OBE

{

1/2%

'2.

Emergency

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

2 3.

Faulted 2 + sgy2 + IBA ]l/2 a.

[OBE 2 l/2 gg 2 + SRV b.

[SSE 2 + IBA ]

2%

2

c. [SSE2 + DBA )l/2 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 spectra provided herein at each location are for the cases la, lb, 2, 3d, 3e and 4.

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.

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T-15/7 E-vi i

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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 Break Accident loads including worst case effects of 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 g

AP:

Annulus Pressurization load ADS:

Automatic Depressurization System Load l

I 5(b)/3 E-vii w-w-

m

-. - - - - -- - --.-p-e y

y h-.,,

,yw

--9.---y--yc.

.-pgm-.

3----------.

t

'~

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

li i

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 j

312'-8" Shieldwall 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.

y i

j w15/7 E-vill i

1 e

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

236'-2" Wetwell Hall E-87 E-102 E-117 E-132 E-147 E-162 i

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

207'-1" Pedestal E-92 E-107 E-122 E-137 E-152 E-167 i

j 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

^

3 ld

.f

{

^

j 236'-2" Diaphragm E-98 E-Il3 E-1.'8 E-143 E-158 E-173

}

Slab (R=30')

g j

3 j

236'-2" Diaphragm E-99 E-ll4 E-129 i E-144 E-159 E-l'I4 8

{

j Slab (R38'-4")

l

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

f i

g i

w

}

j T-15/7 E-ix

F Specificction 8031-G-19 R vicion 2 l.0.4 TABLE E-III 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 Horizontal Vertical Wetweil E-175 E-178 Drywell E-176 E-179 Wetwell & Drywell E-177 E-180 l

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100 FREQUENCY-CPS Fig. E - I Limerick Generation Station. Acceleration Spectra for emTamnenT toeTuwi t.

Load Case:

( Of1E*+ SRV' 3 Mode:

Direction:

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+ SRV

  • 3 I Load Case:

(OBE S Node:

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[ OBE *+ SStN - lI Direction:

Hon.

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4 Node:

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Limerick Generation Station, Acceleration Spectra forCotirmummt s aETwu.

i Load Case:

C OBE' + SW

  • 3I I

i Mode:

Direction:

HOR Elev: n'-n*

Angle:

1

+

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FREQUENCY-CPS I

Fig. E -5 Limerick Generation Station. Acceleration Spectra forcosimamewr anveEtt.

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Load Case:

[ OPE i+SRv1]I Mode:

Direction:

HOR.

Elev: M4'-6" Angle:

4 Damping:.

0.02 By:

As Date: G/nifee Check: (L Date: M 'l l -

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Load Case:

[. OGE't SRN' Mode:

Direction:

HOR Elev: 35 0 * - 7 ' Angle:

4 Damping:

0.02 By:

A6 Date:6fai/Bi Check: A:'

Date: g,)

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Load Case:

M fig % SRv 11 2

j

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E OBE

+ CRs

  • 3 i 8

Load Case:

Direction:

HOR.

Elev: 2o7'-l" Angle:

Node:

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+ SRP lb Load Case:

[OBE 2 Node:

Direction:

Hon.

Elev: 0%'- A* Angle:

4 Damping:

0.02 By: AB Date: g/xr/si Check: it Date: (l27lF,3 l

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Fig. 6-M Limerick Generation Station, Acceleration Spectra for ((>/74WMTM7 (P&ng Load Case:

GNELDPE OF 3o.. ~5 b, 3 r-Direction:

Ab(17m/TAL Elev: 3tS I Angle:

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Fig. E-60 Limerick Generation Station. Acceleration spectra for courNNNrNT-PRfwett Load Case:

SNt20PT OF 7$. %. 3 c.

Node:

Direction:

/britsN7AL Elev: 32 5-g " Angle:

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MEtoPlf of 3a. 3 6 3 e i

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l Load Case:

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

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1 FRE00ENCY-FPS Fig. E.-130 Limerick Generation Station, Acceleration Spectra for erMTMMMENT 3R9tOELI Load Case:

f. OBE* + SRV'8 + SBA* N l

Direction:

VER.

Elev:30' -7" Angle:

j' Node:

gf.)

Damping:

0.02 By:

APc 'Date:als71BiCheck: Pc Date:

l!

i: i

p

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1 i

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0.I 1.0 10.0 100 3

j FREQUENCY-EPS Fig. E-D2 Limerick Generation station, Acceleration spectra for enwTamcient peossy. t_

j Load Case:

[ OBE

+ SRN' + SS A* 31 2

l Node:

Direction:

VER Elev: 20f- " Angle:

l Damping:

0.02 By: An Date: 6l2718s Check:

('c. Date: g l l

i s

PERIOD. ',

so.o 1.0 0.5 o.05 lil i I I I

I I

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f 0.25 j

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2 4

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2 4

6 0

0. I 10 10.0 100 F REQUE NC Y -CI'5 Fig. E.-123 Limerick seneration station, Acceleration spectra for couramrienT penes-ral.

Load Case:

[ OBE' + SRV* -+ 5B A 3 A Mode:

Direction:

VER.

Elev: 236 -2* Angle:

6M. I Damping:

0.02 By:

AB Date:6/n7/el Check: R.

Date:

PERIG

.E C.

12.0 1.0 0.8 C.g Ill i I I I

I I

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i iies ; i 3

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+

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2 4

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0,t 1.0 10.0 100 FREUUENCY-CPS Fig. E-124 Limerick Generation Station, Acceleration Spectra for ene4TainmEMT DETESTAt..

Load Case:

E OBE* + SRV* + SBP* N Direction:

VE GL.

Elev: 247 '- II

  • Angle:

Mode:

Damping:

0.02 By:.. Ah Date: Gl37/BB Check: f6 Date: (IlllEl i

_m..

m

.~

PERIOD-f 1o.0 to o.1 o.ot El3 I I I

I I

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5 I

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0 2

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0 0.1 1.0 10.0 100 FREQUENCY-CPS Fig. E-125 Limerick Generation station, Acceleration spectra for cosTmumeur penssut I.OGE,ggys,ggg.3t 2

s Load Case:

Direction:

VER.

Elev: 43-8%" Angle:

Mode:

+

Damping:

0.02 By:

A6 Date: Cla7/Sicheck:

O'.

Date:

l

(

+

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,,1 PERIOD \\

so.o I.o c.l c.cl ll 8 I I I I

I I

I II I I l-1 I

3 II I I I I I

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la. (OBE +SRV )

2.

(oBE +SRV +SBA )

l

1. 2s 2

2 2%

3,,

gggg +SRV,g,3 3 I

3b. (SSE +SRV +IBA )

3c. (SSE +DBA )

Y E

i 1.00 f

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B'i I

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4 6

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0 D.I 1.0 10.0 100 1

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

EvweAope. ot

~5a. 3b,3c 1

Direction:

VEA.

Elev: 177'-11" Angle:

Node:

+

{*

Damping:

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

i }

l' O

^

PERIOD'-

t

'a ac,,,,,,

,;a f.

o.t 8 al i,,,, i i

i oiii i i i

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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

'i r

}

<r t

(

5

l.00 i

i i

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i et ac W

, a QU 0.75

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J

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4 6

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10.0 100 j

FREDUENCY-CPS 7

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

{

Load Case:

E nv d ope.

e(

h, 3b,3c t

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 1.0 o.

o.on

,iii...

.ii i i i i

i i

ii....

i i

3.0 i

la. (OBE +SRV )b 2.

(OBE +SRV +SBA )

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

3b. (SSE +SRV +IBA )

4 Y,

3c. (SSE +DBA ) b E

2. 0 5

.)

c--

IT) "i j

$g i

i.s E

pa t

B C

w l

h I.0 j

t O.5 J

\\

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s 0.0 2

4 6

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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 Direction:

yER.

IElev: 23(,#-2

  • Angle:

Node:

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 Ya*

2.0 jl

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E 5

m$

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Y id h

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i

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0.5 s

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4 6

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4 6

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4 6

8 g,g 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

Direction:

NER.

Elev: 2#-6" Angle:

Node:

+

Damping:

0.02 By:

ATA Date: Gj24f 81 Check: PG Date: (fa ;/el j

6

i !

s

. PERIOD C.

l

l 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 I

4 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

l 2.0 i

i I

i i

S e-b$

iw i

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m IT

\\,

O.5

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s

/

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4 6

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4 6

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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-Direction:

N E st.

Elev: 283'-11

  • Angle:

Mode:

4 Damping:

0.02 By: AB Date: 6/24fes Check:

O.. Date: g il l

4

-I c

a s

3 Il I

PERIOD so.o n.o 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.

(OBE +SRV +SBA )

i

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

3b. (SSE +SRV +IBA )

3c. (SSE +DBA )

V E

2.0 i

e i

s-fl E l "j i

y';

i.s UIE f l U

U

(

I'O I

/

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V i

[

\\

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s 1

1 i

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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 3c. (SSE +DBA )

u 2.0 4

i R

s

@E bh i.s OM

(~D U

1.0 N

(

k l

0.5 f

1

/~

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:

+

Date: g g Damping:

0.02 By:

As Date: shqfeicheck:

Pc

,'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

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2.

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t 3c. (SSE +DBA )

i

'f

(

~

\\

g,og i

z Ini$

)

)

gg o.7s i

j y

e j

d J

8

)

/

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i

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(

./

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{

~

2 4

6 8

2 4

6 0

2 4

6 0

0,t 1.0 10.0 100 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:

4 Damping:

.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

?

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7 2.

(OBE +SRV +SBA )

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

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

l

't E

{

i I.00 1

5 l

I f

E

@U

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J

/

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h 0.50

~

j y

F 0.25

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4 6

0 2

4 6

0 2

4 6

0 0.1 10 10.0 100 FREQUENCY-LPS Fig. E-138 Limerick Generation Station. Acceleration Spectra forCOMThtHMEMT PEDELTAL.,

Load Case:

Enwh of

%. 3b /ac.

Direction:

VEfk.

Elev: 2W 'l" Angle:

4 Mode:

Damping:

0.02 By:

AB Date: G/24,/61 Check: ft.

Date: (clWil6 l

i..

g

'M -

i PERIOD. '.

30,0 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 y'

i-0.1s

/

(M u j

J" S

_y_

S

\\

E

(

/

0.50

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0.25

/

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4 6

8 2

4 6

0 2

4 6

0 D.I

1. 0 10.0 100 i

FRE00ENCY4PS Fig. E-139 Limerick Generation station, Acceleration spectra for en.4TAiumenT PentsTA L.

i Load cise:

Eme t ou.

of, h.3b.3c Direction:

V ER..

EleV* 74'7 -Il. Angle:

Mode:

4 Damping:

0.02 By:

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 siiii..

i 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 3c. (SSE +DBA )b o

d l

2.0 i2 E

I

\\

x Ill

  • l i e i.s 1

o Y"

oa

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4 6

0 1.0 10.0 100 2

4 6

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4 6

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Fig. C.140 Limerick Generation Station. Acceleration Spectra forcowrMMMEH T PEbECTM.

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Load case:

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l Load Case:

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0.50 J

q c

\\

l

\\

j 0.25 f

s t

/

l,

/

f 0.00 f.

2 4

6 0

2 4

6 0

2 4

6 8

0.I 1.0 10.0 100 FREQUENCV-FPS Fig. [-16l Limerick Generation Station. Acceleration Spectra for(MNTAIMMENT 1AIETwnt.t.

Load Case:

Ewvelone of ia. 2,3a.3b l5c l

~

y a

Direction:

V ER..

Elev: 205'-11 " Angle:

j Node:

Damping:

0.02 By: AB Date: c/24/ni Check: A, Date: g BI f

b s

n t

i PERIOD-

}

Io.o 1.0 o.

o.o

{

'l Iii i a i i I

i i

i i

i i

ii i i i i

i i

i l

3.0 I

la. (OBE +SRV )

i 2.

(OBE +SRV +SBA )b I

3a. (OBE +SRV +IBA )

I 3b. (SSE +SRV +IBA )

u 3c. (SSE +DBA )b i

8 E

2.0 I

i 3

~

[

i r

[

i PE l

1j l

&O i.S N M s

k i

t, j

U t

1.0 j

i; t

m i

s 0.5 v

s l

l t

l s

0.0 2

4 6

0 2

4 6

8 2

4 6

6 0.1 1.0 10.0 100 FREQUENCY-CPS i

Fig. E-16 2 Limerick Generation Station. Acceleration Spectra forCONTAlHMENT W ETW ELL Load Case:

Evwelope.

of

4. 1. 3..sb.3 c Direction:

VER,'

Elev: 236'-2" Angle:

4 1

Node:

Damping:

0.02 By: AB Date: G124ktCheck: Pc Date:(g/

3

.m.

PERIOD-I 10.0 1.0 0.1 0.01 333 ' I I I

3 III I I I I

I I

II I s i I I

I g

g la. (OBE +SRV )

2.

(OBE +SRV +SBA )

2. 5 2

2 2 s 3a. (OBE +SRV +IBA )a r--

3b. (SSE +SRV +IBA )

o.

3c. (SSE +DBA )

d d

v' 2.0 i

l 2

i TTI S j

.1. O 1.5 f,

4 pu W"

d E

M i

l.0

\\

0.s

-t' c

N t

/

I 2

4 6

0 2

4 6

0 2

Il 6

8 l

0.1 10 10.0 100 FREOUfNCY-CPS Fig. [ 1(3 Limerick Generation Station. Acceleration Spectra for CDNTMNMENT 'bRyu1 ELL Load case:

Evweb w of la

2. h.3 b.'3c.

Node:

Direction:

VER.

Elev: 264'-.(/' Angle:

Damping:

0.02 By:

Ag Date: c/241g check: tY.

Date:(frifyi

n.

~~

i PERIOD j

10.0 t.0 0.t 0.03 i

il3 I I I I

I I

il8 I I I I

I s

l l l I I I l

l l

l 3.0 l

la. (OBE +SRV )

~

2.

(OBE +SRV +SBA )

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

j 3b. (SSE +SRV +IBA )

3c. (SSE +DBA )

Y G

2.0 5

f i

?

i E

i F1 "i

_L t; i.s i

b ii El i

I h

I.0

)

k r

1

\\

0.s

\\

~

/-'

/

0.0 2

4 6

0 2

4 6

8 2

4 6

8 l

0. I 1.0 10.0 100 i

FRE00ENCY-CPS

)

Fig. E-164 Limerick Generation Station. Acceleration Spectra for CONTMHMEHT DRNWELL l

Load Case:

Emelope. of i a, 2, 3.,%,3 c.

I Node:

Direction:

VER.

Elev: 2WA'-is " Angle:

4 Damping:

0.02 By: Ag Date:gageCheck: Pt Date: g a

l m

)

PERIOD-j.

i 10.0 1.0 00 0.01' IlI ' l ' I 3

I 18I I I I i

.I e

i iI i i i

i l

l 3.0 i

r!

+

.)

la. (OBE +SRV )

2.

(OBE +SRV +SBA )b 2.5 2

2 2%

3a. (OBE,ggy,y,3 3 3b. (SSE +SRV +IBA )

3c. (SSE +DBA )

Y G

1

2. 0 b

G

'I oc 19 "_i i t; i.s ee (A

o G

e l:1

\\L l

(-

t 1

h I.0 i

l l

N

\\

s k

't O.s

/

\\

r s

b L

/

l

0. 0 2

4 6

0 2

4 6

0 2

4 6

8 j

0.1 1.0 10.0 100 J

j FREQUENCY-CPS

}

Fig. E-165 t.imerick Generation Station. Acceleration Spectra for CONTMN MENT 'nRvidF_t.t.

i:

+

t.oad Case:

h vele me.

ef io. 2.. %. 'Ab.~3 c.

Directlon:

VEh.

Elev: 3 2' 7 " Angle:

Node:

I Damping:

0.02 By: At3 Date: chelai Check: Pc.

Date: % 8)

[

i

1 j

3 i

PERIOD-1

[

j 10.0 1.o mi o.ol isii e i i i

i ise i i e i i

3.3

'e i ii i i i i

i.

i

,,4 i

la. (OBE +SRV )b 2.

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

3b. (SSE +SRV +IBA )

2

)

3c. (SSE +pBA 32h i

e t

2.0 i

S e-G D$

i a h

I

@c N

I-U l

u

'0 j

N g

y y

o

/

v 0.s i

i i

~-

/

0.0 2

4 6

01.0 2

4 6

0 2

4 6

0 10.0 100

)

0.I FREQUENC,1-CPS Fig C Id6 Limerick Generation Station. Acceleration Spectra for CONTMM MENT DRVWELL

~

I Load Case:

Erwdoni of 4 o. 2., %.3b.3 c l

, Direction:

NER.

Elev: 325'- 8" Angle:

Node:

4 l

Damping:

. 0.02 By: AB Date: 6/2<i,les Check: fg*

Date: g (s

(

,e-.

\\ )

PERIOD -

10.0 1.0 0.t 0.05 11I I I I I

I I

ilI I I I I

I I

l l l s i i i

i l

l l:

1.s0 la. (OBE +SRV )

2.

(OBE +SRV +SBA )b 1.25 3a. (OBE +SRV +IBA )

i; 3b. (SSE +SRV +IBA )

3c. (SSE +DBA )

u G

u 1.00 f

i.

l g

'i i

l O. 75 J

l j

5 j

4 g w

O

/

u, 0.50

/

i i

/

I J

^

I l

0.25 f

r

~

/

/

/

/

-d 2

4 6

0 2

4 6

0 2

4 6

8 0.I 10 10.0 100 a

i FREOUENCY-CPS Fig. E-/f 7 Limerick Generation Station Acceleration Spectra for CONTRtHMENT PEDESThL Load Case:

Ewvelope_

of to 2.'A4.3b.3c I

Mode:

Direction:

NER.

Elev: 207'-I Angle:

4 Damping:

0.02 By: AB Date: 6/ulat Check:

l'c. Date: g j

t e

f 3

PERior

/

4 lo.o I.o c.:

o.cl ili I I I I

I I

l l I I I I I

I I

IlI ' I 8 3

I I

I 1.50 t

la. (OBE +SRV )

F 2.

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

2 2

2h 3b. (sSE +SRv,333 3 g

3c. (SSE +DBA )

a b

i

=

1.00 i

1 j

O 1

E i

MM

)

.I y

0. 'I5 E

p I

d I

E U

s

0. so

-^

v y

j r

1 i

i 0.25 f

1

/

~

/

\\

/

}

/

8 88 l

2 4

6 o

2 4

s 0

2 4

6 o

9,,

,,o go,o goo FREQUENCY-LPS Fig.T_-llf Limerick Generation Station'. Acceleration Spectra for CONTAtHMENT P EDE STh L Load Case:

' E.wvel ope. of ta.2,3a 3h,3 c.

l Node:

Direction:

VER.

Elev: 236'-2

  • Angle:

4 l

Damping:

0.02 By:

AB Date:Cl24/etCheck: Pc Date:

0j

i l.

~

3 PERT 00.

io.o I.o o.i o.oi iiii i i i

i siiii i i

i i

ii...

i i

i i

1-l 1.50 i

i l

la. (OBE +SRV )

i 2.

(OBE +SRV +SBA ) b I

i.

1.25 2

2 2

3a. (OBE +SRV +IBA )

t' j

3b. (SSE +SRV +IBA )

3c. (SSE +DBA )

t e

{

1.00 ti i

5 C

i E

N

/

\\

10 0.75 i

)

WE I

_n

-v--

4 E

i 8

1 k

0.50 1

\\

j

\\

7 1

7 s

i i

l 0.25 f

r

~

i

/

i i

/

i

/

2 4

/

d 0.00 2

4 6

8 2

4 6

0 2

4 6

0 0.I g,a 10.0 100 FREQUENCY-CPS l

Fig. D /69 Limerick Generation Station. Acceleration Spectra for doNTMNMENT PEDESTht_.

Load Case:

Evwetone. of 4a.1.3a.3h.3c 81 ode:

Direction:

VER.

Elev: 24-7'-11' Angle:

I 4

]

Damping:

0.02 By: AB Date: cf241giCheck:

(1, Date:

88 1

~

N

}

PER10'

},

4 so.o s.o 0.s 0.01 l l i s i e i e

i isii i i i

i e

itss I s I

i I

i 1

3.0 i

i la. (OBE +SRV )

i 2.

(OBE +SRV +SBA )

I

~

3a. (OBE +SRV +IBA )

i 3b. (SSE +SRV +IBA )

u 3c. (SSE +DBA )

l a

l 2.0 H

P1 "lE 1

i 1.u:

1.s au j

O" i

a' E

u

.i us I

$i 1.0

/

0.5 t

.s i

l 7

l 2

4 6

0 2

4 6

0 2

4 6

8 0.s 1.0 10.0 100 i

FREQUENCY-CPS j

Fig. E-170 Limerick Generation Station, Acceleration spectra for CONTAtHMENT PEDESTht.

Load Case:

Ewvelope. of la.2. %.3b.3 c Node:

Direction:

ven Elev: 263'- Bis" Angle:

Damping:

.0.02

.By: AB Date: s/24/se Check: ft Date: g l t

i

'1 1

(

PERIOD-30.o I.o o.I o.ot ilI i i I i

I I-8 i iI I I

I I

I II I I I I e

i I

I I

3.0 la. (OBE +SRV )

I; 2.

(OBE +SRV +SBA )

3a. (OBE *SRV +IBA )b 3b. (SSE +SRV +IBA ) b 3c. (SSE +DBA ) b u

a 2.0 5

P G

N$

ia l

30 1.5 M

d v

i I.0 m

/

l

/

J 0.5 f

\\

f 2

4 6

0 2

4 6

0 2

4 6

8 0.1 1.0 10.0 100 FRE00ENCV-CPS Fig. f -lli Limerick Generation Station Acceleration Spectra for CONTMNMENT S H IEL.btO A Lt.-

Load Case:

Envelope-of la, 2, 3. 3b,3c Direction:

VER.

Elev: 286'-3" Angle:

4 Node:

Damping:

0.02 By:. AG.. Date: 6124lts Check: PC. Date: g l I

3 r j PERIOD-io.0 i.0 01 0 08

,,,ii,,

,i,,,,

i,i ii.

i i

i 3.0 1

b j

l la. (OBE +SRV )b 2.

(OBE +SRV +SBA )b 3a. (OBE 4 SRV +IBA )

3b. (SSE +SRV +IBA )

u 3c. (SSE +r)BA ) b 2.0 2

R a

Tri 5 i ci L

,3 3 ti j

p=

E' 1.0 s

1 N

0.5 l

/~,

s

",g, g 2

II 6

0 2

4 6

0 2

4 6

0 10 10.0 100 FRE0ilfMCV-(PS Fig. E-172. Limerick Generation Station, Acceleration Spectra for CONTMNMENT SHIEt bt441 L Load Case:

Envelope of ia. 2. sa. 3b.3c Direction:

V ER.

Elev: 3:2'-B" Angle:

Mode:

+

Damping:

0.02 By:

As Date: G/zafaiCheck:

PC Date:

g,g

^

g

.i PERIOD-10.0 1.0 0.I O.08 ili I I I I

8 1

15I I I I I

I i

14 I I I i I e

i I

3. 0 t

la. (OBE +SRV )b 2.

(OBE +SRV +SBA )b f

3a. (OBE +SRV +IBA )

~

y 3b. (SSE +SRV +IBA )

3c. (SSE +DBA ) b am 2,0 a

y I

f"5 j

iU l.5

-J E h

W a

f o

"r i

C

/

1.0 n

l s

j

\\

l 0~5 J

y-p_-

s

/

~

2 4

6 0

2 4

6 0

2 4

6 0

0.1 1.0 10.0 100 FREQUENCY-CPS t-Fig. E-l~l3 Limerick Generation Station, Acceleration Spectra forCONTAINMENT "bl APHRh6ti CMt5 Load Case:

Ewvdone. of la. 2, %.%3c.

Node:

Direction:

VE R.

Elev: 236'-2" Fali 30'- o "

[,

4 Damping:

,0.02 By: AB Date: G/29 /ai Check: (l. Date: g f.I l.

i r.

,y I

PERIOD !

io.o i.o 0.I 8 C' t l iii, i, i i

i

-i i i i i i i

i i

siii i i i

i i

i I

3.0 3

la. (OBE +SRV )b 2.

(OBE +SRV +SBA )b

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

3b. (SSE +SRV +IBA )

u.

3c. (SSE +DBA )b d

2.0 i

?

i l

S E

I o:

b I $

I.5 u

I I

Ja

+e E

Ws M

j l.0 l

)

J O.5 j"

--A r

l.

2 4

6 0

2 4

6 0

2 4

6 8

O.I 1.0 10.0 100

}

FRF0tlENCY-CPS Fig. E I 14 I.imerick Ge.neration Station, Acceleration Spectra for MNTMINMENT 'bt4PHR4GM SLA6 Load Case:

Enw> ope of to. 2, 34. 36, ac Node:

Direction:

VER.

Elev: 2 36'- 2

  • hl. 3 8' - + "

.p M 68 Damping:

0.02 By:

AB Date: 6/24/es Check: ft.

Date:

l r

i I,

[l!

! j t !'

l-

,l,{!

,{I lI T

N

+

E Mb t

Ha t

Ms 0

t 0

,ui 3

1 Tk o

l 4

p toa C&

Y

-e R o t

i t

a A

D Mb c

t a

i f

Rl 3,

e

~

P S.

l

~

6 gn 3

A :

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o c

e b

s h

C r

'l o2 D i

i e

9 f

/

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0 a

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/

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7

/

c w

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pfi e

}

S o E t a

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D o e

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. al N B r e e v o A

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q-lE 6 o j

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c

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r

)

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G b S I I k s

)

)

+ + +

c a g

i C n

V V V V A r

i e d e p r

R R R R B

.e m a d m S S S S D

+ + + + + _

i e o a L L N D E E E E E _.

B B B S S _

-r O O O S S _

(

(

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l 2 3 3 3

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9 s

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r.

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--. - i ; r -,-

r----

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).

6

= - - - -.. - -... -

r-I i

l I f i l

2 2

1 la. (OBE +SRV )

l 5

2.

(OBE +SRV +SBA )

i- -

I-(OBE +SRV +IBA ) h 2

2 2

3a.

t j

(SSE +SRV +IBA ) h 2

2 2

3b.

(SSE +DBA )g 2

2 u

3c.

(E v'

is t_ 4. 1..

i.

I 7

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Wu

]

rn m tr s

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i.

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g i;

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x

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l p

l I

i o__._._.,....

.. I _.____ _.t,__ _

l 2

4 s

s 2

4 s

2

.i s

3 oi ia i n,,,

r RE Ollt NC f -Cr.

WN.W'l M4W.NMENT Fig.

Limerick Generation Station. Acceleration Spectra for did. Onb h lie c4mta6*ev&

Load Case:

WORST.

E r. a e oc la.2. %..%

3 o r

i i.

zu u...' Angle:

Direction: H o n.t=_o N T A L Elev:

Mode:

us -c.

,i:

+

Damping:

0.02 By: Arn. Date: 7/in/e.i Check:

Date:

i' 1

5

i 1 f {:

?!'

.l;'

! l d"

r v

Te" 4'.

e, Ne w

Ei Mn

+

M4 0

~

t 0

t o

S, 1

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T f Nn O -

I-

[

5 C o h

e m

t i

- M a

e b

Al 4

M b c

r tR a 5 e'

l Pd 6

gn s

3 A

u u k 2

a a

c p.

b 3._"h -

e g

h c

t*

r 2 5

5' i

v o

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tl1 f

q a 73 lo t

7 i

q a

?

r 1

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J c

f' V

S e o e :

p l

e S

C t e

a n

r' ' '.

D 8

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t a

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l

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c -

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)

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o. M D o$

+ + + + +.

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t, h

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r

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)

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+ + + + +

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B B B S S 2

O O O S S

(

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a

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9 F

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s e g e T g

rj T"- - -

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g i

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I la. (OBE +SRV )

2.5 2.

(OBE +SRV +SBA )

3a. (OBE +SRV +IBA )

k 3b. (SSE +SRV +IBA )

'f 3c. (SSE +DBA )

G 2.0

=

i 3

J

>-a ac w

n

{T) $

l.5 i

, o G

-J s

-Dw w

)

>=u L

nsa

!.0

- - - { ---

I e

0.5

p l

g

/

\\

s t

I - -

-.. L..- -

a

0. 0 2

4

'a

2 4

5

')

2 4

6 3

gg gg 10 0 100 r sif Olffli". t - a r *,

P RI M P=Et.9 Cot 4TM W MENT Fig.

Limerick Generation Station. Acceleration Spectra for cliaA h -b b eC cakkM toad Case:

WoxsT :

Envelo pe. op to.2,3..sh,Ac.

Node:

Direction:

VE RTl dC R L Elev: 2ygg,,g.3,9j,

+

Damping:

0.02 By: AB Date: 7fiols: Check:

Date:

i e> =

i 8'! R l 0 p

w 13 0 IO 9

?

0.St

; r ;- r,

i,,,,

3.0 la. (OBE +SRV )b 2.5 2.

(OBE +SRV +SBA )b ----' - - - - - - -

3a. (OBE +SRV +IBA )

3b. (SSE +SRV +IBA )

(SSE +DBA )h 2

2 oy 3c.

2.0

.-.j.

j i

o C

J 1

G M

l RsJ (T1 >"i I.5 L

I a

a f

0) u 4

O _,

u u

Le 8 j

I 5

1.0

/

i

~

i t

I

.t

~'

f l

t i

0.5

[

_ _ __ _, _ b _ _ _

i I

t i

e i

i 4

2 O. 9

....L_...___...L_........

i

~~

2 4

S S

2 4

s 4

2 4

s s

o1

. 9 in n 100 e el5 fHif Ni!Y l*'-

"PRt Mh ty cot 4Tatr4t4Er4 T Fig.

Limerick Generation Station Accelera' tion Spectra for be sbbto top e{ w ta'in w ewb Load Case:

WO RST Uwdopc. of La. 2. 3a. a b A c.

Direction:

vcMic AL Elev: m -u. w. Angle:

flode:

33.

4 Damping:

0.02 By:

/8 Date: 7/solai Check:

Date:

l y:

e

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