ML22278A243

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Rev. 21 to Updated Final Safety Analysis Report, Chapter 3, Appendix 3A, Figures 3A-1 Through 3A-159
ML22278A243
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 09/19/2022
From:
Constellation Energy Generation
To:
Office of Nuclear Reactor Regulation
Shared Package
ML22278A223 List: ... further results
References
Download: ML22278A243 (162)


Text

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fL~Z8**4" T. 0.5. EL. 312'. 8"

"'I' 88'-0" I.D, CONe.

BASEMAT

__ n EQUIPMENT \\otATIiW WITH PERSONNEL LOCK IN HATCM DOOR DINKOWER V£)Il PIPES (87*24".9')

VENT PIPE RESTRAINT &Y&TEM eEL 203'-5")

I REACTOR BLDG. WALL CSECl>>.IDARY CTMT.)

SECONDARY tOIlTAINMENT GAP LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CROSS SECTION OF CONTAINMENT FIGURE 3A-1

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~ l:\\ "...... ~ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION CHAMBER AND PEDESTAL INTERIOR - SECTION VIEW FIGURE 3A-2

S 210*;;'~ ____ -. PLAN AT E L 181'- II"

  • A.D.S. VALVES. H,M,K.E,S LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT aUENCHER LOCATIONS AND ORIENTATION FIGURE 3A-3

E L. 206' - 2" E L. 193' - 11" EL.181'-11" CONT. IALL CD 24 + 14.7 + 10.51 = 49.21 psia CD 24 + 14.7 + 5.2 = 43.9 psia 0+14.7+0=14.7psia ~ ~ f-- ~ ~ -- io--- 11 1 l- ~ I-- 9 HIL I PEDES-TAL 1 I I I BASEMAT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT VENT CLEARING PRESSURE DISTRIBUTION FIGURE 3A-4

P 1 = 53.64 psia P2 = 48.25 psia P3 = 58.76 psia IASE.. AT NOTE: The information presented in this figure is baaed on the original design basis conditions. Refer to Section 3A.4.2. 1.4 for the pool swell air bubble distribution at the current operations. EL. 225' - 8.12" EL. 206' - 2" EL193'-11" '--------. EL. 181' - 11" LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOLSWELL AIR BUBBLE PRESSURE ON SUPPRESSION POOL WALLS FIGURE 3A-5 Rev. 5, 4/96

r-------------------,-------------------~------------------~~g N U w (I) M ~ In In ~ 0 0 CD &ri cD ~ M ("ISd) 3~nSS3~d NOTE: The information presented in this figure is historical and is based on the original design basis conditions. Refer to Section 3A.4.2.1.6 for the pool swell evaluation at the current operating conditions. The results presented here reasonably represent the general characteristics of the pressure response during pool swell. w a:

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Cl ~ Cl ~ Q.. Q.. M M to - ~ U < Cl ...J ...J U w (I) U. M ~ 1 ...J ...J W ~ (I) ...J 0 0 Q.. ...J ...J .w X~ <(I) ~...J 0 0 Q.. til ~ a: ~ (I) ...J ...J W ~ (I) ...J 0 0 Q.. 0 0 0 0 ~ 0 CD c:i o Q c:i u W ~ W

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT WETWELL, DRYWELL, AND AIR BUBBLE PRESSURES DURING POOLSWELL FIGURE 3A-6 Rev. 5, 4/96


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NOTE: The information presented in this figure is historical and Is based on the original design basis conditions. Refer to Section 3A.4.2.1.6 for the pool swell evaluation at the current operating conditions. The results presented here reasonably represent the general characteristics of the pressure response during pool swell. 0 ~~ u w ~ u w w tI)

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~ O'!- 0 00 0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DRYWELL AND WETWELL b.P DURING POOLSWELL FIGURE 3A*7 Rev.S.4/96

r-------------------~------------------~--------------____ _,_g N Q ~ Q co Q Q ~ Q (,.J W ~ w

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~ r---------------------~----------------~----~~------____ ~8 Q Q &ri M (Sd::J) Al.l:J013J\\ NOTE: The information presented in this figure is historical and is based on the original design basis conditions. Refer to Section 3A.4.2.1.6 for the pool swell evaluation at the current operating conditions. The results presented here reasonably represent the general characteristics of the pressure response during pool swell. Q Q &ri I Q LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOL SURFACE VELOCITY DURING POOLSWELL FIGURE 3A-8 Rev. 5, 4/96

r-------------------~------------------_r------------------~~ N o o cD.- 0 0 N 8 o::i t- ~ t- ~ 0 W ~ ~----------._----------_.~~~------~8 o o lri ~. (Sd:l) A.lI:>013/\\ NOTE: The information presented in this figure is historical and is based on the original design basis conditions. Refer to Section 3A.4.2.1.6 for the pool swell evaluation at the current operating conditions. The results presented here reasonably represent the general characteristics of the pressure response during pool swell. M M o::i o o lri I ci LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOL SURFACE VELOCITY VERSUS POOL HEIGHT FIGURE 3A-9 Rev. 5, 4/96

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o ~------------------r-------------------r-----------------~I~ o o o o N (1.:1) l.H~13H NOTE: The information presented in this figure is historical and is based on the original design basis conditions. Refer to Section 3A.4.2.1.6 for the pool swell evaluation at the current operating conditions. The results presented here reasonably represent the general characteristics of the pressure response during pool swell. o o ci LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOL HEIGHT DURING POOLSWELL FIGURE 3A*10 Rev. 5, 4/96

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~ w a: CL 20 O~--------------------------------------------------------------~------~ 100 10' 102 FREQUENCY "-iI' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESlGN A~SESSMENT REPORT PRESSURE-RESPONSE-SPECTRUM ENVELOPE FOR TIME PERIODS SELECTED FOR CO LOAD DEFINITION FIGURE 3A-11

206'-2" _______ L__ POOL SURFACE (HIGH) z o ~ ~ 193'-11" ..J w 181'-11' PRESSURE. VENT EXIT CONTAINMENT FLOOR DETAIL OF PRESSURE DISTRIBUTION DRYWELL PRESSURE ON FLOOR OVERVIEW OF PRESSURE DISTRIBUTION WETWELL AIRSPACE VENT POOL SURFACE (HIGH) PRESSURE ON CONT A/NMENT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SPATIAL DISTRIBUTION OF CO LOAD FIGURE 3A-12

Q.. ~ - C C 0 -' 10 30 20 Q.. ~ - 5 c 0< 0 ...I 10 6 MSEC. 3 MSEC. o L-__________ ~~ ~~ 0 L-____ ~ ____ ~ ~~ o 5 10 0 5 10 TIME (MSEC.) TIME (MSECJ' 20 3 MSEC. o L-____ ~ ~ ~ ~ ~ o 5 10 TIME (MSEC.) 15 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DYNAMIC DOWNCOMER LATERAL LOAD DUE TO CHUGGING FIGURE 3A-13

] I i TIII'IIK' NOTE: The information presented in this figure is historical and is based on the original design basis conditions. Refer to Figure 6.2-3A for the recirculation line break results for current plant conditions. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SHORT-TERM CONTAINMENT PRESSURE RESPONSE FOLLOWING RECIRCULATION LINE BREAK FIGURE 3A-14 Rev. 5, 4/96

~~----------------------------------------------------------~ '~~------------------------ NOTE: The information presented In this figure is historical and Is based on the original design basis conditions. Refer to Figure 6.2-4A for the recirculation line break results for current plant conditions. DRYWfll SUf'Ptltf SSION POOL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SHORT-TERM CONTAINMENT TEMPERATURE RESPONSE FOLLOWING RECIRCULA nON LINE BREAK FIGURE 3A-15 Rev. 5, 4/96

~~---------------------------------------------------------------- C :l e It.. flMl heel NOTE: The Information presented in this figure Is based on the original design basis conditions. As described in Section 6.2.1.1.3, the intermediate size break was not reanalyzed for the current conditions; however, the results presented here reasonably represent the general characteristics of an intermediate size break analysis results. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SHORT-TERM CONTAINMENT PRESSURE RESPONSE FOLLOWING AN INTERMEDIATE SIZE BREAK (0.1 ft2 LIQUID BREAK) FIGURE 3A-16 Rev. 5,4/96

375 lOG 27S 250 E III I:

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200 c ~.. ~ 115 150 NOTE: The information presented in this figure is based on the original design basis conditions. As described In Section 6.2.1.1.3, the intermediate size break was not reanalyzed for the current conditions; however, the results presented here reasonably represent the general characteristics of an intermediate size break analysis results. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SHORT-TERM CONTAINMENT TEMPERATURE RESPONSE FOLLOWING AN INTERMEDIATE SIZE BREAK (0.1 ft2 LIQUID BREAK) FIGURE 3A-17 Rev. 5, 4/96

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~ w ~ 100 TIME (sec) CONTAINMENT TEMPERATURE RESPONSE FOLLOWING SMALL BREAK ~~-----------------------------------------------------------, 30 0, .~ w cr 20 WETWELL Vl Vl W cr ~ 10 o~~~~~~~~~~ 10-1 100 101 102 103 104 TIf\\*1E tsecl CONTAINMENT PRESSURE RESPONSE FOLLOWING SMALL BREAK NOTE: The information presented In this figure is LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT based on the original design basis conditions. As described In Section 6.2.1.1.3, the small break was not reanalyzed for the current conditions; however, the results presented here reasonably represent the general characteristics of an small break analysis results. DESIGN ASSESSMENT REPORT TYPICAL MARK II CONTAINMENT RESPONSE TO THE SBA FIGURE 3A-18 Rev. 5, 4/96

REACTOR PEDESTAL: .... t,** _,. G MAXIMUM POOL SWELL HEIGHT = 19.51' B.O. SLAB ~~ .... EL. 234' - 5" VACUUM BREAKER E L. 229' - 0" I I L~--u~1--T.O. PLATFORM E L. 226' - 9" I MAXIMUM POOL SWELL EL. 225' - 8.12" .l.. ~. t ** ~ I. t----+--.............---+-+--~-_+____+___+-..Jt:::.-+__+_-__l

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BRACING E L. 203' - 5" MAXIMUM VENT SUBMERGENCE = 12' - 3" B.O. VENT PIPE EL. 193' - 11" DIAPHRAGM SLAB SUPPORT COLUMN 12'-0" T.O. SLAB L-~ _______ ~-:-_~_.. L.-::-~ -:-. ~":""" =:=::::.:;:. =::... ::::::::~:a.L-_--:---:-~~ E L. 181' - 11", ~ 0 I

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ca C w.... >-!C >U ci ..JO Ii ZZa:a: OCwO CC%< !mt:: m Ow_ ~ C ~... c = LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE BASEMAT AND LINER PLATE FIGURE3A*21 Rev. 5, 4/96

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Q. ..J ..J W ~ a: 0 - ..J ..J W ~ w ~ NOTE: The information presented in this figure is historical and is based on the original design basis conditions. The results reasonably represent the general characteristics of the LOCA loading history. (J w !1 w ~ ~ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE DRVWELL AND DRYWELL FLOOR FIGURE 3A-22 Rev. 5, 4/96

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U ~ 0* ..J*... ~q C U w ~ en ~--- ~ g: "0 o* w U )( ~ NOTE: The information presented in this figure is historical and Is based on the original design basis conditions. The results reasonably represent the general characteristics of the LOCA loading history. _ C! ..JC ZeD 0'" ~~ >-c ..JOC ZZeD oc-C C C" eDeDeD 000 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE COLUMNS FIGURE 3A-23 Rev. 5, 4/96

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~ U r----- ~ o* ..J. ~~ e(u w t-en r------ I ~. e(O cae( ..Jo ..J..J e( ~ NOTE: The information presented in this figure is historical and is based on the original design basis cOnditions. The results reasonabty represent the general characteristics of the LOCA loading history. ~: ..J. ~o OU w x i i,. o -~ o - ~.. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE DOWNCOMERS FIGURE 3A-24 Rev. 5, 4/'db

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o -Iri N o -Iri... LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE DOWNCOMER BRACING SYSTEM FIGURE 3A*25 Rev. 5, 4/96

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.... 0 C --A u.. .... w .... ~. "'uo We"o "'rDo &C4( ~cc ~~c .... ~o .... a:o .... rDO o go.... i?- 00::.... A. ~C( NOTE: The Information presented In this figure is historical and Is based on the original design basis conditions. The results reasonably represent the general characteristics of the lOCA loading history. CJ ! e" e" ~ ~ u ~---- ~. u.. ~q C U ~ en ~---- ~. u.. oq "'u X i z'" ~~ 0 ~~ i ~u 0 -t(i 0 -&rl - u w ~ ~'" w U~ ~ C'" i= M rD.... _ Ll) ~~ " N u..U ~ ~.... " C '" _.,... U') ~& ~ 0 ~ ....~ en a: " ~en ~~- 0 CO ~ CDZ >u 0 >-c .... oc( ZZCD oc-C c C.. !IDCD 00 ~ ~_ C! a: 0 rD LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE WETWELL PIPING FIGURE 3A-26 Rev. 5, 4/96

LGS UFSAR UNE No. QTY SYSTEM PENE-TYPE OF ELEVATION DIMENSION TRATION PENE-X NO. TRATION A B C 16"-HBB-120 4 CORE X-206A, EMBEDDED '192'-0" 192'-0" 192'-0" 1"-8" SPRAY B,C,D 24"-HBB-117 4 RHR X-203A, EMBEDDED 192'-0" 192'-0" 192'-0" 1 "-11" B,C,D 6"-HBB-102 1 RCtC X-214 EMBEDDED 192'-91/8" 192'-0" 191'-27/8" 0'-11 5/8" 16"-HBB-109 1 HPCt X-209 EMBEDDED 193'-5" 192'-0" 190'-7" 1'-6" X EL.A "~. El_Ei -'", ~-- El.C _ ~ ~ PECO ENERGY COMPANY LIMERICK GENERATING STATION UNIT 1 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS BELOW SUPPRESSION CHAMBER WATER LEVEL FIGURE 3A-27 Sht 1 of 2 Rev. 09 11/99

LGS UFSAR PENE* TYPE OF ELEVATION DIMENSION LINE No. CTY SYSTEM rRATIO~ PENE* No. TRATION A B C X 16" -H BB*220 4 CORE X*206A, EMBEDDED 192'-0" 192'.o" 192'.o" 1'" SPRAY 8, C,D 24"-HBB-217 4 RHR X*203A, a.C~D EMBEDDED 192'*0" 192'.o" 192'*0" 1'*11" 6"-HBB-202 1 RCtC X*214 EMBEDDED 192'*9 1/8" 192'.o" '8,'*2718 0'." 518-16"-HBB-200 1 HPCI X*209 EMBEDDED 193'-6" 192'.o" 190'*7" ,' "'~_X_~~, '\\ ~"_~ __ ~-+----':;~ __ EL._B __ .~, l EL.A EL. C ~ I PECO ENERGY COMPANY LIMERICK GENERATING STATION UNIT 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS BELOW SUPPRESSION CHAMBER WATER LEVEL FIGURE 3A-27 Sht 2 of 2 Rev. 09 11/99

DWG PENE-TYPE OF ELEVATION DIMENSION LINE No. IaTY SYSTEM TRATION PENE* No. No. TRATION A B C X B 4"-HBD*187 1 HPCI X*212 EMBEDDED 207'~" 1.'*11" 1 '.()" B 4"*HBD*188 1 HPCI X*231 EMBEDDED 207'~ 1.'*11" 1 '.()" A 24"*HBD*189 1 HPCI X*210 SLEEVE 207'" 192'-8" e'*9" B 4"*H8D*171 2 i~.rlY ~:iIB EMBEDDED 207'-8" 1.'*11" 1'-0" 2Or.o" B 10" *HBD*189 2 i~.rIY ~:i8J~ EMBEDDED 218'.0" 1.'-11" 1'*1" A 18"*GBD*143 2 RHR X*204A.1B SLEEVE 219'.()" 187'-8" 2'*e" A 4"*GBD*144 2 RHR X*226A.8 SLEEVE 207'.0" 189'*11112" - 0'*1" A 12"*HBD-173 1 RCIC X-215 SLEEVE 207'-6" 1.'-11" 2'*8" B e"*HBB*139 1 RHR X*240 EMBEDDED 207'*31/4" 1.'*81/4" - 1 '*3" A 10"-HBB-140 1 RHR X-238 SLEEVE 207'*9" 1.'*11" 1 '-8" A 10"-HBB*140 1 RHR X*239 SLEEVE 207'*1" 1.'*11" 1'*e" C 4" *HCB*1 06 1 h~~,lOLiD X*231A SLEEVE 207'-51/16" 2Or*33/8" 213'*83/4" C 4"-HCB-107 1 h~~,f>LlD X*231B SLEEVE 207*53/8" 2OT*25/8" 213'*8112" B 2"*HBD*367 1 fLbt~Wa,fgaSLING X*217 EMBEDDED 207'~ 199'*11" 0'-8" B 2"*HBD*366 1 ~bt'iWa.fga8L1NG X-216 EMBEDDED 207'-8" 199'*11 " 0'-8" rv---- [J ~ X EL.C []I .. '. ~. ~.

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El. A ~. EL.A -+ -~---- EL.A 6 ( ~ ] r---- ~. .~ ~ _.. f)._ L-r'" I ~ ~ EL. B i------ EL. B I ~ El. B LIMERICK GENERATING STATION UNITS 1 AND 2 DRAWING A DRAWING B DRAWING C UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 1) -SHEET 1 OF2 FIGURE 3A-28

DWG PENE-TYPE OF ELEVATION DIMENSION LINE No. IaT~ SYSTEM TRATION PENE-No. No. TRATION A B C X B 4"*HBD*287 1 HPCI X*212 EMBEDDED 207'-6" 199'*11" 1 '*0" B 4" *HBD*288 1 HPCI X-236 EMBEDDED 207'*6" 199'*11" 1 '.0" A 24"*HBD-289 1 HPCI X*210 SLEEVE 207'-6" 199'-11" 6'-9" r--.r:" r.,',;', B iP.rlv ~:JIB 207'-6" 1 '.oil 4"*HBD*271 2 EMBEDDED 199'*11 " 207'-0" B 10" *HBD.. 268 2 i~.rIY ~:~8~~ EMBEDDED 219' 04" 199'*11" 1'*9" V I EL.A D 18"*GBD*243 2 RHR X-204A,B SLEEVE 219'.0" 199'-11" 2'-6" I'" A 4 II.GBD.244 2 RHR X-226A,& SLEEVE 207'0" 199'*11" 0'-9" .W' ,~ A 12",HBD*273 1 RCIC X-215 SLEEVE 207'-6" 199'*11" 1 '.," ~ B 6"-HBB*230 1 RHR X*240 EMBEDDED 207'*'" 199',11" 1'*3" A 10"-HBB-240 1 RHR X-238 SLEEVE 207'-9" 199'*11 " 1'-6" A 10"*HBB-240 1 RHR X*239 SLEEVE 207'*1" 199',11" 1'*8" LI~NF"LlD 150 C 4" *HCB-206 1 X*231 A SLEEVE 207'*S" 207'*2112" 213'*91/2" ..Jj RA A T El.B h~~~T~OLlD C 4"*HCB-207 1 X-231B SLEEV~ 207'-6" 207'*31/4" 213'*9 SIS" \\ 1 B 2"*HBD-457 1 flbtl.W8NC888LING X-217 EMBEDDED 207'*6" 199',11" 0'.. 6" ~WlNGD B 2" *HBD*456 1 ~b~'iWnNC28SLlNG X-216 EMBEDDED 207'*6" 199',11" O'-41ft" rv----- 01 [J I X X EL. C 3* m I '.4", EL. A EL.A ~ --t -~ -- EL. A 6 '~" ( 1 r----- '.'. ~.. n j¥. t ~. '/II Ir II ...,I>>, ~' I ~ EL.B ~ I l..------ I EL.B ~ EL. B LIMERICK GENERATING STATION UNITS 1 AND 2 DRAWING A DRAWING B DRAWINGC UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 2) SHEET 2 OF2 FIGURE 3A-28

WG.No LINE No. CTY SYSTEM ELA A 12"*GBC-101

  • 3 M.S.R.V. DISCHARGE PIPING 186'*6" GBC*201 UNESC,8,J B

12"*GBC-101

  • 11 M.S.R.V. DISCHARGE PIPING 186'*6" GBC*201 LINES A,D,E,F,G,H,K,L,M,N,S

.............. ""1 r SLEEVE PENETRATION \\ ........... -t EL 237'*,," / I \\ ~---- I------~ HIGH yv'ATE R LEVE L_-+-+-+ ___ ...;;;E;,.;;;;:L..;;;2;,;;.06;;;..,'o..;;;;,2_"_ EL 203'*5" I I I-----TW ....... O DIRECTIONAL I ---~----- HORZ RESTRAINT-S-- ~ ELA TWO DIRECTIONAL HORZ & TORSIONAL RESTRAINTS EL 232'*0" --+-~----- MAX POOL SWELL HEIGHT EL 226'-8" I

  • DRAWING A DRAWING B BOTTOM SUPPRESSION POOL EL 181'*11" LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING WITHIN POOLSWELL ZONE FIGURE 3A-29

DWG No. A B PENE* RADIUS ELEVATION DIMENSION LINE No. aTY SYSTEM TRATION OF SPRAY No. RING, R A B C X 6"*GBC*112 1 RHR X*205A 21 '*6" 222'*4 1/2" 229'*1131W 230'*6" 3'-8" 6"*GBC*112 1 RHR X*205B 32'*8" 222'-4 1/2" 230'*6" 3'*6 11/16" ~... EL. C ---- b_ x - , _____,,-_. EL. A __ _ J U DRAWING A , t) " x H r~---l(.----1II-----:> --- _ E L. B ___ _ I ~.. I ~ OF RPV ~P------------- _____ E_L_.A ____ __ 'TT L:;J DRAWING B LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 1) SHEET 1 OF2 FIGURE 3A-30

DWG No. A 8 PENE* RADIUS ELEVATION DIMENSION LINE No. aTY SYSTEM TRATION OF SPRAY No. RING,R A B C X 8"*GBC*212 1 RHR X*206A 21'-8112" 222'-4 1/2" 229'*113!r 230'*6" 3'-8" 8"-GBC*212 1 RHR X*2068 32'-8" 222'-4 1/2** 230'*6" 3'*811/18" H I ~-- EL.C t_ X t--- -~~-i I ~ EL.A J 1] DRAWING A , D " x H ,---.---~~--------~I-------~----~*------- I I ~ OF RPV ~ I ___________ ~ E_L_.A ____ ____ )TT ~ DRAWING B LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 2) SHEET 2 OF2 FIGURE 3A-30

CONTAINMENT NOTE: x -AXIS IS IN PLANT E-W AND Y-AXIS IN PLANT N-S DIRECTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT 3-D CONTAINMENT FINITE ELEMENT MODEL {ANSYS MODEL} FIGURE 3A-31

DAMPING RATIO 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 10 20 30 13-0.00063 FREQUENCY 40 (Hz.) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT EQUIVALENT MODAL DAMPING RATIO VERSUS MODAL FREQUENCY FOR STRUCTURAL STIFFNESS PROPORTIONAL DAMPING (CONTAINMENT BUILDING) FIGURE 3A-32

6 '8 -r---~ j 1.95' I l-I- 25' 5 -L ~ .1 l' (TYPICAL) EL. 410' O'r-(fVPICAL) 68 25' 58' 12.5' 7 l ,8 I-40.25' -I 1~ 1~ ~W! _ EL. 352' T ....... 11~.,. 19' 34 '28 "I. 2.1 25__ 24 It-~ ~"~t t 33 -32" 21 19.5' 2f' 4~~~- 35 ' EL 31:' ___ 1_ 54- ~ e5s);f 56... *J. -r EL 304' 61 57 21'

t. 60 ~ 5~.f +IiL 283'

~ 76 14' 774"..1 + EL 269' 82 78 16' t_ ~1 ~ 79., -+-EL 253' ~ '-' 103 14'

iCt-r-++~r"""'r""T""TT~_

1 04,~_T -t-E L 239' I- ~ I I i I- ~ 105 22' lP8 107 10~ e -+- ~ r- .J E L 217' ~ 9.55' l-zzza: RIGID MEMBER o PIN CONNECTION I- ~ 129 127 16' l~ A

Z -

, -t-EL 201' NODAL POINT W/MASS t .~ 130 128 T .. ~ 24' ~..,....-+-..... ~ ~---+-+-+-I-+-+-+-+--tI.-.l;..p.54..,....,.~r;1159 ! E L 177' -~ -~ ~ -~ .~ NODAL POINT W/OUT MASS Y o~ ..... ~ @J~ ]; ,t~ ~~ @J~ ~ TYPICAL ~~+4~~~~~~~~~~~--~-------T-------r~1~ ~ DAMPER l! N --~

r-

~~ @J "'~ -~

r-
  • 6@5' 8@5' 4

30' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL AXISYMMETRIC COUPLED MODEL (FESS) FIGURE 3A-33

58' ..... --25*~ 2 1 _~ (TYPICAL) 0'-1 (TYPICAL) ......------- 68.25' ----~ .... t * .....---40.25*---~ I 21' T_ 32~--[!]----""-----()I"'3)@ + 283' 15 6 34 14' 35-4 269' 40r ~ 0 7,36 1 t 6' @--.-:>--_.....-----(~ -J@---.--+---253' 39 38 37 8 _~+'4' 239' 42 16 22' ~ [!] ~ 46.->---4 ___ -.....u. _. 28 217' 45 44 10 47 16' .;-~201' 24' 177' 12T 19.5' LEGEND D:Z2 RIGID MEMBER o PIN CONNECTION NODAL POINT W/MASS NODAL POINT W/OUT MASS IS BEAM 10 NO. @ TRUSS 10 NO. NODAL POINT 10 No. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL STICK MODEL FIGURE 3A-34

ELEVATION 332' -- 304' 289' 269' 254' 231' 200' -- N-S DIRECTION --/ E-W DI RECTION ELEVATION 410' 352' 333' 313' -- 283' 253' 201' It 171' ......... ~~ ZT ~=ION ~ ACCELERATION TIME HISTORY FROM 3-D ANSYS MODEL ANALYSIS (ASYMM.) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL -STRUCTURE HORIZONTAL STICK MODEL FIGURE 3A-35

0' 0 0 0 co I!) ¢ C") ZCi) I 0 T ll'1~ 03015-1.5'13 o N, f"!"\\ ~

~:,....**. 0*,,....*.*.,.* \\.,. *.._...,-.. '..

~ e, ' -................ - *.*.,.,... 1.-. . ".. -. _.............. ~ : ",0 :., tIP

e.

N ~: ~ 0 ~.. ~. ....J ...J :.

  • e(

~ w t- ~., 'W '0:. u-Z .0 s>.- 0 *., ~ .~, ~G '0 N ~ "I:t ~ ID C") 0 "I:t C") en C") C") C") CD N C") C") C") C") 0 "I:t CI) N CD C") N en C") I!) N N 0 CD N CD "I:t N N I!) en C") N N CD 0 "I:t CD N N N it) en C") N "!>Ola S1.INn-l sr ~o A~1.3WWAS 1 (!) 0 ...J CD ...J I 0 a: t-Z 0 U l1YM 0301S-1.S3M ~: ~. 0

..~

~ * *,. .,~ e, ~' 0., ~ '0 _e o* .:'.~ o* * ~ .'~.:._) ;.;.~~.. !,::=~:.::~':,: ~o,:~ ;.::'~': ~':':~.. :.::.~ ;,:::::i,: :/:~:~:~; ~.). ...J ...J o en z o ~ u w a: o ~ W 1 ~----,-----~----~----,-----~----~--+-~~ o N o C") o I!) o co o.. b w a:: i~ ...J ~ffi u 411( w a: LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE FLOOR "HALF MODEL" FIGURE 3A-36

./... ..J :?> Il') ...1-',., N '.~O (:) It) I (:) ~ I co (:) ('f'), (:) N I (:) 1 N

o.

___ CID (:) N ...I ...I .0 ~ o W-~ ~ 0*.*.

.~.---------r--------4---------~------~..

0 -:ct W i ~ a: N 0 Z o*.

~.~..

,0 "'0._ ':.0* * ., ~ ~ W-r~

  • *... 1

.0, *

.:~

'0' o* o*

  • ~0l8 S.1INn-l Sr ~o Atl.13WWAS I

(!) o ...I co ...I o a: ~ z o u ll'iM 0301S-l.S3M ~, ! .0, "~':: .. 0",-.... '., '. ~. '?

~.. ~

~:.: '.r.~. 0 en i ~

J 0

en z o ~ u w a: o ~ w 1 ~ (:) N w a:

J

.. en go ..J ~tB u << w a: LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE FLOOR "QUARTER. MODEL" FIGURE 3A-37

8* I, t9 Z a::: 10. ~ <t: ~ 8. <t: u i= 6. a::: u u.. o 4.

2.

MASS-PROPORTIONAL AND STIFFNESS-PROPORTIONAL (c) = ()( eM) + f3 (K) VARIABLE DAMPING ex 1 ~ - -- + _2_(3d~ <-i - 2 tJI. U/.;: l UPPER BOUND (IN-PLANT TEST) tI./. ~~----'-------'--------'-------.-------r-------'--~ t

o.

o 10 20 30 FREQUENCY (HZ) 40 50 60 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT EQUIVALENT MODAL DAMPING RATIO VERSUS MODAL FREQUENCY FOR STRUCTURAL DAMPING (REACTOR ENCLOSURE AND CONTROL STRUCTURE) FIGURE 3A-38

NOTE: MISCELLANEOUS PIPING


THAT IS LATERALLY SUPPORTED ON THE BRACING SYSTEM IS NOT SHOWN_

lBO' PLf,)..N I:I..T ELE.VA.TQ~ 2.C3'~* "-,1'-8 ~ ~ l"tDo.~'",.,fJE. ~INU 1~""Ti.~PI.Jr>.Ti.~Cq LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM FIGURE 3A-39

ALTERNATE DETAIL OF 115ltV PIP!. PL-AN EL-E.VATION FO" OI1'JIo,IL~ NOT... OW... 5&& ~ ~ DETAIL @ T'fP IOO%Vr L-t ~*.48*"rs,'-d -;~~~1 c:~u 2 (~, 14'-"~'~ OJT~,oe AAC~ ~/4'- SPLIT PIPE 5LE[VE OR RO _I.£.D 12 l~'!~(OO)'I'-IO' (SA*;!") (~1'~1'" T~IC~IjE~S REQUIRED AnER MN:;tlINING OR OT~EROPERATIONS HECEfo':.AR'f' fl)RFll-UP. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM DETAILS FIGURE 3A-40

PEDESTAL ---~ HYDROSTATIC (POSITIVE) 10.4 psi SRVall (NEGATIVE) 1.5*(5.19) = 7.8 psi TOTAL (POSITIVE)

  • PRESSURE MULTIPLIER 2.6 psi

+ 7.8 psi II 2.6 psi '----- CONTAINMENT WALL 24' BASEMAT 18' 6' 7.8 psi 18' 6' 2.6 psi LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES NORMAL CONDITION FIGURE 3A-41

CONTAINMENT WALL PEDESTAL ~ HYDROSTATIC (POSITIVE) 10.4 PSI 10.4 PSI '-.....BASE MAT + WElWELL(POSITIVE) PRESSURE DUE TO SBA OR IBA-25 PSI -NOTE: WETWELL PRESSURE DUE TO DBA-30.6 PSI 25PSI II '0 J \\ I 35.4 PSI \\ I j 1 \\ I 35.4 PSI TOTAL CONST ANT POSITIVE PRESSURE PEDESTAL V

  • SRV ADS (NEGATIVE) 7.8 psi 7.8 psi

+ V 1-13.292' I CHUGGING AXISYMMETRIC F (NEGATIVE) 10.708' b II \\} + 13.292' 10.708' 16.00 Pll...................." ___ --J. ____ L...L,,,.~...J TOTAL CYCLIC NEGATIVE PRESSURE CONTAINMENT WALL 18' 6' 7.8 psi 5.7 psi 7.042' 9.333' 9.8 psi ~ 7.625' 7.042' S.75 pli 9.333' 16.90 pli 7.825' 17.60e1i ~ PEDESTAL 17.80 psi CONTAINMENT WALL 15.20 psi NET PRESSURE

  • TOTAL POSITIVE PRESSURE + TOTAL NEGATIVE PRESSURE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES ABNORMAL CONDITION FIGURE 3A-42

BOTTOM OF DIAPH. SLAB yj / -~----- mi;..LLJ ~ X L!) Ln~ cON N@ N..- 1 CD DOWNCOMER 2 --(2)./ 24" ¢ SCH 20 3-~ 4-,..0 5 __ 0 6--0 7-,..0


0-- MIDPOINT 8 -,..

9-- 10-,..0 11-", ~ ~ 12--~ /WATER LEVEL ~ 13 \\0 Jf_ ~~ ------'--+--rp'\\-3-------'L---- N V ~ 1\\1\\/\\ 1 ~ ELEV.203'-5" r-/J-a19--'@V1 ~'I/'---i ~@ 15 @ 16-fi6\\ 17 -~ 1 TO 19 NODAL POINTS 18- ~ N..- . I BASEMAT CD TO @ STRAIGHT PIPE ELEMENT @ SPRING-DAMPER ELEMENT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER ANALYTICAL MODEL FIGURE 3A-43

--:--__ 111, 'Nil 14 13 I ~ 12 U o '11' 0; ~ Lt') @J 11 u co 10 o \\l -=:- I 8 U 7 6 5 t 4 U 3 I o o 2 ~-i----1-* 0) ~----~/'1"'1'~7/~,/~------L---- ORIGIN LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION CHAMBER COLUMN ANALYTICAL MODEL FIGURE 3A-44

24 20 g 16 ~ z Do 12

E <

a 8 1% 4 I / ............. UNLOADED TRAY & CONDUIT I r- --.--.--.~---.~-.I--- 1--- ~- v 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 WPUT FLOOR SPECTRUM ZPA X 9 (SOURCE: DAR REF. 3A-32) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DESIGN ALLOWABLE DAMPING VALUES FOR ELECTRICAL RACEWAY SYSTEM DESIGN FIGURE 3A-45

z 291 ~-_..J-"" .. / f/ ~ tYro 131 -r-----.l...- x POINTS WHERE RESPONSE SPECTRUM CURVES ARE FURNISHED FOR HYDRODYNAMIC LOADING y LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT MODEL FOR CONTAINMENT RESPONSE SPECTRA FIGURE 3A-46

FREQUENCY LOCATION MODE NO. (Hz) DIRECTION MAX. DISPLACEMENT 1 3.92 H RPV INTERNAL 2 5.04 H RPV INTERNAL 3 6.85 H RPV INTERNAL 4 8.00 H RPV INTERNAL 5 9.43 H RPV INTERNAL 6 14.01 V RPV INTERNAL 7 14.86 B CONTAINMENT 8 16.59 H RPV INTERNAL 9 18.32 V CONTAINMENT 10 19.38 H RPV INTERNAL 11 19.60 H RPV INTERNAL 12 23.24 B RPV SHIELD 13 23.94 B RPV SHIELD 14 26.09 H CONTAINMENT 15 26.42 H PEDESTAL 16 27.88 B CONTAINMENT 17 28.52 H RPV SHIELD 18 32.08 V RPV INTERNAL 19 32.54 H CONTAINMENT 20 34.21 B CONTAINMENT 21 34.87 H RPV SHIELD 22 36.78 V RPV INTERNAL 23 39.31 V RPV INTERNAL NOTES: H - HORIZONTAL V - VERTICAL B - BREATHING LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODES AND FREQUENCIES FIGURE 3A-47

MODE 1 (WITH WATER MASS) f = 3.92 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-48

MODE 2 (WITH WATER MASS) f = 5.04 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-49

MODE 3 (WITH WATER MASS) f = 6.85 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-50

MODE 4 (WITH WATER MASS) f = 8.00 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-51

MODE 5 (WITH WATER MASS) f = 9.43 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-52

MODE 6 (WITH WATER MASS) f = 14.01 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-53

II MODE7 (WITH WATER MASS) f = 14.86 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-54

~ II I II -II HI+-f*"-""'H I '--Io.. __ --L.. ___ ~- MODE 8 (WITH WATER MASS) f = 16.59 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-55

MODE 9 (WITH WATER MASS) f = 18.32 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-56

MODE 10 (WITH WATER MASS) f = 19.38 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-57

~ II I I t+----::I~__+l1 I MODE 11 (WITH WATER MASS) f = 19.60 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-58

MODE 12 (WITH WATER MASS) f = 23.24 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-59

MODE 13 (WITH WATER MASS) f = 23.94 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-60

MODE 14 (WITH WATER MASS) f = 26.09 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-61

---.-.~--=-=-:JJ.==:..:.=::::1====-"-"-" MODE 15 (WITH WATER MASS) f = 26.42 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-62

MODE 16 (WITH WATER MASS) f = 27.88 Hz I I I I I LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-U

II MODE 17 (WITH WATER MASS) f = 28.52 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-64

MODE 18 (WITH WATER MASS) f = 32.08 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-65

/ / / II II MODE 19 (WITH WATER MASS) f = 32.54 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-66

MODE 20 (WITH WATER MASS) f = 34.21 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-67

MODE 21 (WITH WATER MASS) f = 34.87 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-68

MODE 22 (WITH WATER MASS) f = 36.78 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES fiGURE 3A-69

MODE 23 (WITH WATER MASS) f = 39.31 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-70

~ ~ VJ Z 0 ~ c( ~ -J U U c( -J c( ~ ~ U D-en PERIOD-S'£C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3.0 2.5 ~----~---+--~+-~~++------+---~-+~~-r~1-----~--~--4-~~~-H 2.0 1 c*

  • OJ 1.0 FREQUENCY -CPS Acceleration Spectra for WETWELL WALL Load Case:

SRV - AXISYMMETRIC ~------------------------------- Node: ___ 1_3_1 __ Direction: H_O_R_I_Z __ Elev:20S'-11" Angle :~_ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-71

10.0

1. SO I!'

~l.OO Z o t= c( a:: UJ I I I I I 1.0 I I I I I I I I PERIOO-Sf't_ 01 0.01 I I I I I I I I I I I I I I I ~O.7S ~-----+--~--~~~~~~-----+--~--4-~4-~~~-----+---+--+-~4-~-H U U c( ..J c( a:: ~ u ~O.SO ~-----+--~--4-~~~~~-----+--~--4-~~+-~~-----+---4--4-~~~-H en o 25 ~-----+---+--+-~~-~~~-----+---+--+-~~+-I~~-----+---+--+-~~~~ FREQUENCY -CPS Acceleration Spectra for WET\\-lELL WALL


~~--------------------------

Load Case: SRV - AXISYMMETRIC Node: 291 Direction: HORIZ Elev: 236 '-2" Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-72

III ~1.IJO Z o i= < 0::: w 100 I 11 I I I I I PERIOD-SEC. 10 I 11 I I I I I 0.1 orB II I I I I I I I I I ~D 1S ~-----+---+--4_~~-~~~-----+--~--4-~~~~~-----+---4--4-~~~~ U U < -J 0::: I-U ~O so r------+---+--~~~~~~----_+--_4---+I--~~~-~------~~*--4-~~~I-H D 25 ~-----+---+--+-~4-~~~-----+---+--+--~~~~-~-----~--~~--~~_~~ I

J
-

--~- _i'--~ / I'---~h l-/ /-- - ----r-.-' ~~ o 00 ~----~--~--~~~~~~----~--~--~~~~~~----~~~ __ ~_'_~~-U 0.1 2 4 6 8 10 2 -1 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - AXISYMMETRIC Node: 331 Direction: HORIZ Elev: 264 '-6" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-73

PERIOD-S'EC. 10.0 10 01 0.01 II I I I I I -'--1 I I I I I I I I I I I I I r I I 1.25 r------r---+--r-+-~_+++------+_--~_+~~-++_t1_----~--~--1__r~~~ ~ ~l.!)O Z o i= ~ I.U ~O.75 ~----~--~--~+-~~++------+---+--+~-+~~4------4--~--4-~~+4~ U U 4( ...J 4( a::: ~ u ~OSO r------~---+--+--+-~_+++------+_--+__+_4~-+~~----_4--~--4_~~~~ en o 2S I--------i --- t---+--+--+--+-+-+-+------+-_+--+--+-+-!-+-H-------+---+---+----"--+--+--+-t-i FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - AXISYMMETRIC Node: 431 Direction: HORIZ Elev: 325' -8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN-ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-74

QII cui. DO en z 0 ~ 4( ex:: IJJ jj O. 7S U U 4( ...J 4( ex:: I-u ~o so en PERIO[, -SEe. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I 2 I 4 6 8 1.0 4 6 8 10.0 2 4 6 8 100 FREQUENCY *CPS Acceleration Spectra for PEDESTAL --~~~~~------------------------ Load Case: SRV - AXISYMMETRIC Node: 211 Direction: HORIZ Elev: 236 '-2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGUftE 3A-75

10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I ~l.OO ~-----+---4--4-~~~~~-----+---4--4-~~~~~-----+---4--4-~~~-H en z o ~ c( a:: UJ ~O.7S ~-----4----4--4-~~~~~-----+---4--4-~~~~~-----+---4--4-~~~-H U U c( ...J c( a: ~ u ~O.SO ~-----+---4--~~~~~~-----+---4--~~~+-~+------+---4--4-~~~-H en 0.00 L-----~---1--~JL~lJJL~-----L---1--1-~1-LJJL~~~~~=+/-~*i*~~~~~~~~J 0.1 2 4 6 8 1.0 2 4 6 8 100 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: SRV - AXISYMMETRIC Node: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-76

PERIO[,~C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I

1. rjO III

~l.DO ~----~--~--~+-~~++------+---+--+~-+-r~;-----~---4--;--r~~~ V> Z o ~ a: LLI ~ O. 75 f-.. ----I----+---+--+_+__+_r++_---~-_+--+__+__+_t_+ ++------t----t----;f--t--1r-+-+--1!-1 () () -I a: ~ () I ~OSO ~----+----+--r-+-~~++-----+_--*+_~--1~_+_44~----~--~1~-+-~~~-H V> o 2S ~------t---+--r-~-~-+++------+_-+__+~_+~~;_----_4---~--4_~~+4~ 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for SHIELD W.~A=L=L __________________ __ Load Case: SRV - AXISYMMETRIC Node: 841 Direction: HORIZ Elev: 312'-8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-77

PERIOI"' c;F'"' 10.0 1.0 0.1 o.at I " I I I I I II I I I I I ~ IIIII~I I

~-_-_-__

-._+-r--._-__ -+~.~+-._~~~~~:::-t'---.--------+------.... -+---"---+t----l--j-~~~ I


.---+--t--if--1-+--+--iH CJ)

Z o i= .-:( Q: w ii:l r.! IS .-------- -- ----<~r_+_!-+4_-----+----+----+-- '---+--+-+-+-1 U U << ..J a: r-u ~ G r;o -----f----- - -. -r-- -----r-.. -f-r-.* - -.-----.--_.. -f--+--+--+-+-+-+-I (I) 2 4 6 8 10.0 2 4 6 8 100 FRE:QUENCY *CPS Acceleration Spectra for WETWELL WALL Load Case: SRV - AXISYMMETRIC Node: 131 Direction: VERT Elev:20S'-11"Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-78

PERlOI""' ~Fr 10.0 10 0.1 0.01 I111111 I-~ '-111 1 I I 1 '-~'-'--'--~I------~I~I~I ~I~I -I'-~j--~I--~I------l --- r- --- -+-+-+-t-++-- ----+---+--1-- - --+-~f--t-----+----+---+--r--1f--+_+_~ tlII ~ 1 '10 ~------*l--+--:--+-- f---r-l-+-+------+-- r- ---:--1f-+_+_+-+----- - -f---+---+--+-+--f-+-l 7-o j:: 0:: w ~ r, 7 S 1------ --- r--- ----j----t---l--t-I--t-------- r---.+-----t----+--+__+_~ -+-+-----+--+--+--+--+-+-+-+1 U o < ~ I ~r. r,O 1--.----- ----r-+--+-+--l-+-----+------f---1 f~~ r:;,"" t-----_+_ -- ---f--- - -I - ~_+_---------r-- --,...-- --I-- -+--!~ _-,!PV_'+-f __ ~_+_I----*-_-"\\ ~--.::.\\..,p' 1\\..10,-+--¥==t=+--l-t-f } I ~~~~ ~ / ~~R Vr-=-,; I'-'r-~~ ~?~. .-~~--: ~/ r, n r, '------'----'---- '---'---'------ '---- ~.I._ __ ~~::__=_L_L..l._L.LL ______ -L ____ _l.____1..__1_____1___L_l_LJ 01 2 -1 f, 8 1.0 2 -1 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for WET\\1ELL WALL Load Case: SRV - AXISYMMETRIC 291 --- Direction: ___ V_E_R_T ____ Elev: 236'-2"Anqle: ___ O_O __ _ Node: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A* 79

10.0 1.0 0.1 0.01 I " I I I I I I Ii I I I I I I II I I I I I I I 1 'j 0...------r----,---- r-- ---.--,~_r_T----_.-_,--_r_~__._,_,__r_1----.....,.._--_r-_..,..___.___._.........,__r_r_1 1.2'J 1--*----;---+-:1---~-+-I--I- - -----t----4--4-+--+-+-+-+-/-----+--+-+--+-+-I-+-+-f 2 4 6 8 1.0 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - AXISYMMETRIC Node: 331 Direction: VERT Elev: 264'-6" Angle: 0 0 ---.:;;=-- Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-80

10.0 1.0 0.1 0.01 rrrTlr I I I~------~I~I~I-~I ~1-'1~1--~I--~I------~I'rl~I~I-'I-'I~I~~I----~I 1.* "J --------- -- - --*-r_-*------*---*-I~-I_r_ -.--- i'DO ---.-----. ---+--~+.- -- . -------r----f-- i= <{ a::: w u1 C i~, U U <t. ...J <{ 0: ~ U

e [1 CiO

(/) 2 4 6 8 1.0 2 4 f, 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - AXISYMMETRIC Node: 431 Direction: VERT Elev: 325'-8" Angle: 0 0 -~=.;;..;;;....-- Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z fiGURE* SA~1

PERIOD SEC. 10.0 1_0 0.1 0.01 I I I I I I I I I I I I I I I I -r---r-I I I I I I I I I 1 _ r,O 1 " ~-----I---+--+-_+--+-f--+--++------4---- -


i--f--+--+--+-+ +----- ---+---f-~_+--+-H I

1 DO >---- --- ---r-- -- --f-I-I-- ------.l--+--+--r-- -i1-l-f-----+---+----4-I---I--+-~-1 6

8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: SRV - AXISYMMETRIC ~~.--------------.--------.--------------------------- Node: 211 Direction: __ V_E_R_T ____ Elev: 236'-2" Angle: ___ O_ o ___ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-82

PERIOD-~~I"' 10.0 1.0 0.1 0.01 I " I I I I I I I I I I I I I II I I I I I I 1,: S f------+--+---L....--+---+--+-+-+-I' - -----+--~-+-- --l-~-4-I---+-4---+--+---+---+--+--+---+-+--I ~ n cu\\. r:JC If) I~ Z o ~ g n IO~_-----~---~~~+~---~-~~~~~~~~-~~-~~_~~~ 'l./ ~ G ':S ~---+---+----+ ---f--+--f- -. ---- '--+-+--~fl-h-+.~-4Io74+-1~----+--+--+---;o",++-=-t~-+-H ~/ i~~_ ~~ -~~ o 00 ~. __ L_~~~-L~LLL-___ ~~~~~~~-L~~ __ -L __ -L~~~-L~ 0.1 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for ____ P_E_D_E_S __ T_A_L _____________________ __ Load Case: SRV - AXISYMMETRIC Node: 531 Direction: __ V_E_R_T __ Elev :263~85/8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-83

PERIOD*c:rr.. 10.0 1.0 0.1 0.01 I I I I I I I T--~I----~TI'I'I'I"I-rI~I--'I---'I----~ITTT~I~I~I--~I--*~I------' I.. ~~) 1------+-.--+ --+--+--+-+-+I-+-+------+--+-+--+--~-+-++-n----+---+--~--+---1f-+~~ I~ till ~I. 'JO ~---+---I----I-(/') -+---+-i-~I-----.-- -- ---+--~+--~-+ - f-J----4+-+---+--+-+-+--+_+_~ z § n FR Li1 r] 7~, I--.-~--+


I--+-I--+--1H-... ----I----I--1f--~I_++_H_I*--

n..~o';o I~~ ~~~

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!f

\\~ o ~~ o 2S ~---~---~---4--1--+-4-+- I-r--.----+---+---l-+-Jr---¥."JII-I-.J,H----~-~--_+__+__+_~:_H A~ r-, t-~ ~~~ ~~~ aDno~.I----~2----~--4L-L-6~-8LLIL.o--~-~2~~L--4L-L-6~~8wl-oL.o---~2L-~L-~4--~6-L~8~I~OO FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: SRV - AXISYMMETRIC Node: 841 Direction: VERT


Elev:312'-8" Angle:

0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-84

PERIOD-C"~(" 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 'jO 1..:'S t-----t---t--+--i-i-- -+--1-+----- ----t--+--i*- - --+-1~------;----;--+--+--+-+-+-t-4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DIAPHRAGM SLAB Load Case: SRV - AXISYMMETRIC Node: 231 Direction: VERT Elev: 236'~2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-85

PERIOO-C'C~. 10.0 10 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I r I 1 rjn 1.,~S t-----+--- t---+--+ --+--+-+.-+


~--~~~r+-H--*--~---~-+_~~-+4~

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_+_---+-ri--+~_+I___I_+__+_+_I 00 I \\ Z o ~ v-IJ.J ~ r.. 7'.* ~---+---I--+-+--+--+-+ ++--- +---'1_--+ --t--t-t~H-----+-- f+-~-.t---I-+-t-1-t U U c( -J c( 0:: ~ U ~O ';0 00 0.1 4 6 8 10.0 2 4 G 8 100 rREQUENCY -CPS Acceleration Spectra for DIAPHRAGM SLAB


~--------------------

Load Case: SRV - AXISYMMETRIC Node: 252 Direction: ___ V_E_R_T __ Elev: 236 '-2" Angle: 22°-30 ' Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z fiGURE 3A-86

PERIOD-5~C. 10.0 1.0 01 Dell I~ ~I ~~~~~---~----~I-'I~~I~I ~I -~--~----~I~'~I~'~I~'~I--~-------~ !.~o ~----~--T--~~~~~----~--~~~~~~~----__ ~~----~~~~ I I 1'1,1 I i I II ,I I iii! I I ii !, I' i I I I I I. 25" f-----+- I II i,ii l. hrt:ti ~ i

I Iii i i I!

1 ~ 1. 00 1'-----'----+---+--+--+-+-+-+-+----+---+. --I1--Ti~1 +1 ~I-: I 1 t*,s _--+-1 -r--+--t-1-t-t-! -+-f-------+-~1 ~I I-+-I! I i ~~;ffi~ t5 i i i II: 1/ 0. I i~ I '. e( I 'I' 'I: /' ; I i I ~ I I' I !

  • i*: ill, i

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~I-+--r! I-i-I! f________+__

I --I 1j~=B/-;--Tj-'1T 1 1: 1 1 1 II kuZ-+r I; I Ii i II o Oel L--____..J..-_'--_-'---'---'---'---'--I..-L..-____ ....::~=__.L~ __..... ~, --i..../_iW ;1 I I! i I 0.1 2 4 6 8 1.0 2 4 6 8 10.0 2 4 G 8 1(10 FREQUENCY -CPS Acceleration Spectra for WETWELL WALL


~~~------------------

Load Case: SRV - ASYMMETRIC Node: 131 Direction: HORIZ Elev:20S'-11"Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-87

10.0 1.0 0.1 0.01 I I I I I I I I I : !. SO Tl-It ill

1. 25 t----+---m 1

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1. 0 2

4 6 8 10.0 2 4 6

8) 00 FREQur NCY *CPS Accele ra t ion Spe ct ra fo r

_--::WE..:.:::....:TW~~E=L=L~W~A=L=L::_. __ _ Load Case: SRV - ASYMMETRIC !\\lode: 291 Direction: HORIZ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-88

PERIOD-C"r:"C_ 10.0 1.0 0.1 I Iii I I i I II I I I I I I II I I I I i l--r 0.01 I 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL


~~==~-----------------

Load Case: SRV - ASYMMETRIC Node: 331 Direction: HORIZ Elev: 264'-6" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-89

PERIOD-sr~. 10.0 1.0 0.1 0.01 I I I I I I I I i I I ; I I I I I I I I I I I I I I

1. 50 I

I I I. 25 -- I I I I I I I I I I j I!O I ~1.00 I I I I I Z I 0 I I ~ I r-~ c::: I.LI i ~ O. 75 U I \\ !\\ I U m r~ i I I. i I I ; I c::: I ~ u I i '~H i I I I I I l ~ O. 50 r---- ---1.-__ I If ~~ I* V/Ii\\\\I= (/) I I 0.':5 O.OC 0.1 2 I i I rl! i i I In---'

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~l I t I ~~ '--I-\\. i rf/ V I I "~~ i I I I I I ~l-.)~l I i I i I I i I I I I I ~ \\ i ! I 4 G 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - ASYMMETRIC Node: 431 Direction: HORIZ Elev: 325 '-8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-90

PERIOD-SF~. lOr-' 0r-r....-r--r_.---.-_--.-___ l-r. 0-r--T--r-,.-..,.--,----;-_--;-__ ---=0r:. 1.,..-,-o-.,--,---~~-__r_--~O. 01 I I I I I I! I I l I. ':" 0,------:----.----,---,---,----,-""1'"-T-r----r----.,..--..,.--,-----,-.,...,-- i I I I I I I II 1]' I i i II I I

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I o.: S lli Ii iii II, -+-',' 1r-+--h...1\\ I i I I o CC L-.. ___ ~_ LJ.._J_.L...LL-_~_~ --'-...l-J... _____ .~_.l-..L..-I..--J..._'___...J 0.1 2 4 6 8 1.0 2 8 10.0 2 8 100 FREQUENCY CPS Acceleration Spectra for PEDESTAL Load Case: SRV - ASYMMETRIC Node: 211 Direction: HORIZ Elev: 236' -2" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-91

10.0 1.0 I, I PERIOD-S~C_ 0.1 , i! I 001 I I ! I I I I

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--+--i\\-w-s,~-+I~--'-!,-'" +-1 I I I I,! ~ or/' I '-----: r-U "II,I, i! 1"i~"'YII I .L..~L--___ ='--__ :'_ j~l, Iii I i II 0.00-0.1 2 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: SRV - ASYMMETRIC Node: 531 Direction: HORIZ Damping: 0.005,0.01,0.02,0.05 Elev :263!-S5/S" Angle: 0 0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-92

PERIOD-~~C. 10.0 LO 0.1 001 ~I ~! ~I ~I~I~,~,--I~~I----~I~I-I~I ~~I~I~'--~I----~I~I~I-'~I-,~,~~I--~--'---I 1.S0 ~----~--~~~~~~----~---r-~~~~~----__ ~~--~~---~ I I I I! I 'II I I I I I I I I I I, 1 i l'25~~~~nnll!i~---~I! ~[~i,-~,~- I r I / I ' i I I' II 'I: I!O I: I ,i I I I

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I ! i -T-T~I1' ' ~ II i 111~11 I I ill ~ o. 7S 1--__ -I-_+-_-+---+-+-4-+-Iy.-___ -+-__, J I I ~ /' I, j r-hU-H! II i,l!! I ....J I m I c? ,I i I I I I ii, t; I ! 1'-1"\\ \\ I ! ! ,-'-, ~\\ I ~ o. so 1-----------' f1.---l \\ (1)1,i i II! I i I\\~ ru' "':,\\1 II , I I i I I Ile--'i n ; I~~

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~! -U£~'\\t-r II'i " r;. k#i '! II. "J, 'I I I I I I I I I I! I' II,: illl, i ir~1 Iii II. i I J./' : I, I I I I! 'i o 00 '-----'-- .~ 0.1 2 4 6 8 1.0 ? 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: SRV - ASYMMETRIC Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-13

PERIOD-~r::-r::_ 100 1.0 0.1 0.01 I I I I I I I : I I I I I I I I I i I

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I I, i I I Ii . iii: I I I II II I III II I : !, i I. I I : 'I I I 1 I ,I I 'I I l' I , III I, 'I: o 2:' I----+---+~-r---+--m! i ~_---,i __._,_! _L- ~'-------1I','---+*-'---!--t-* --L.-+-. t-.-i ~ II lill'I:I:!I' I Ii :':'i I I/~ILI,,:'.I I i III I I ~j=f? ~ Y I i!IT o 00 L---__ i ' I -= 0.1 2 4 6 8 1.0 '2 4 6 8]00 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for WETWELL WALL --~~~=-~~----------------- Load Case: SRV - ASYMMETRIC Node: -'I;;.....;;3~1_ Direction: VERT Damping: 0.005,0.01,0.02,0.05 Elev:20S '--11 "Angle: 0° LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-94

PER'OD*~r"~o 10.0 1.0 0.1 001 ~I ~I ~I ~I~I~I~I--I~~I----~I~I~I~I ~I~I~I~I--~I----~I~I~I~I~I~I~I--~I--~i----I

1. SO '-----'-----'----'---1 ~r------T"---.----r--"""""r"~1 "---r--"'I~~I i

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---+"-t-+-+-+ I I I Ii: I!G ! I i I eN 1. 00 i I I I gil I I, ! II !~H~~~~~_~~~Hii~~~~~~.~I~I~~~,_ I il~_ ~ II I I I TIl i 1,I,il 1 I I I I" ~ ,I I 11-111: I I I I!! j fuDosD I r-tt II I I I I I I Iii:' I I I I, I' I I I i II II I' I i:, I' I I I I ,I ~ I I I I,' I I ~ i. !:! i I O. 25 ~-__ L __ ---+--t-c-I -+1-+I-li-+-----+-~___+__4-_;__t_ I Ii ill I ii,' II!H+, I, I~:i IIII I'~ It "~,:' 1 1. 1 1 1 1 i I I ~ii~~~i ~~, L-____ -"--_I,, __.L1---L i \\ ~=t='-t- \\ i : -:y-/ I I L~~!_J.-L 0.00 - - o 1 2 4 6 8 1.0 '2 4 6 8 I () 0 2 4 6 8 1 ')0 FREQUENCY -CPS Acceleration Spectra for WETWELL WALL --~~~~~~------------------ Load Case: SRV - ASYMMETRIC Node: 291 Direction: V~ER~T~_Elev: 236 '-2" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-95

PERIOD*C'r-r:;. 10.0 1.0 0.1 0.01 I I I I I I I I I I, I : I I I I I I I I I I FREQUENCY *CPS Acceleration Spectra for DRYWELL WALL --~~~~~==------------------- Load Case: SRV - ASYMMETRIC Node: 331 Direction: VERT Elev: 264' -6 II Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-96

PERIOD -S!="". 100 ) 0 0.1 001 ~I ~I ~I~I-I~I----~I---~i------~I~:~, "~,-~~,-------------I-.~~I~I~'~'*--~I


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~---~~--------------------

Load Case: SRV - ASYMMETRIC Node: 431 Direction: VERT Elev: 325 '-8" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-17

PERIOD-s~r 10.0 1.0 0.1 I I I I I I I I I I, ! I,I I i I I l.rJO r-----.------r-~~~_,__--___r_---- ': 1 I--:-i-~I I I iii I I

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75 i i i ~ i n° 1 i : ~+'---I I fu ° 50 T: I II 1--1 T I !! 0~1---+--1--~~-'---'--I; I 11111 Ii:; B I i I I I I I I I 1-----+---+---4---+--- 1 i _~i~ __ -----,i ___ 1 i; _LL. ~!===\\ 1 i 025 1111 I

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O. DC '----__ --'--_-L..-~..lLL, I ~_:=:l.l__L.Li I i I ! I I i I 0,1 2 4 (; 1:\\ 1.0 2 tl f, 8 10,0 2 4 6 8 lOa FRFQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: SRV - ASYMMETRIC Node: 211 Direction: _.....;.V..=E..::;.:RT=-_Elev: 236'-2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-98

PER'OD-~~C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I \\.so r-----~--~_r_r~ITTT------r_~--,_~,,~._----_,--~~~~~~ , II I I I \\. 25 t-----+----+---+--+-~H_-__+_I --+-1 -+-! -+-1-+-.1. ~I--:-+-----+-+-.--.t-+I-+-+---+-+-I I I I I I I 1!G


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~ 1. 00 I l-" I 1 H-+ -"-r-t--+---+-+-+-~ ~ i , I i II i i i ~ I: i i III! i I I ffi I: I i I I I I 1 I r" t------t--+--+--+-~.;.i-+-+-l-i------i'----j Iii I i ~ I I i I I: II 1 I u t i I i I I ~o.~c r-----+---i--+-+-~'~I-t-----~T---L' -~~-+-rrTr---'--~--+-~-~~~~ fJ) i i, I i I I ! 11!:li'rQ II I li'ljl H I I C. 25 r---+--~--_.+-~-e-' ++-+-__ ~_ I i +~ I A~ I I I I I I' ! : I ~r~ J:=C\\I /t i o 00 "---_~--L--_L_.....L__I__L~ ____I~~:!:.._I ~FR~ i ¥ 'l~h* 0.1 2 4 6 8 1.0 2 1 8 10.0 8 100 6 2 4 6 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: SRV - ASYMMETRIC Node: 531 Direction: 5,,. V_E~R_T __ Elev:263-8/8 Angle: __ O_e_ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z

PERIOD-S~(;. 10.0 1.0 0.1 O.Cl ~I I~I ~I~I~I ~I ~I--~I----~I~I~I~I~I~I~I~I---~I----~I~I~I~I~I ~I~I--~I ---,-----1 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: SRV - ASYMMETRIC Node: 841 Direction: VERT Elev: 312'-8" Angle: 0° Damping: 0.00.5,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-100

). SO \\. 25 ~ ~1.00 z 0 ~ c( n: w LJ 0.75 U u c( ....J c( n: l-u ~O so C/) 0.25 0.00 PERIOD-SEC_ 10.0 1.0 0.1 0.01 I I I I I I I I I I! ! I I I I I i I : I I I I I I I l II i ! i I I I I ! , I I i I i I I I i III i I i I I I I I I I I I I I i I I I n! I I I I rr I I ~1t I-- I i II tJ I ~ I r-----, ~! ! I I I I i I 0.1 2 I ; I III 'If ~ I I I ' I I I ~, I i t---.... I r ~i/ I~~ I I I JJ ~~ L I I I! I V J~ ~ 4 6 8 10 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for __ ~D~I~A~PH_R~A~G~M~S~LA==B ______________ ___ Load Case: SRV - ASYMMETRIC Node: 231 Direction: VERT Elev: 236'-2" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-101

PERIOD*t"'-S. 10.0 1.0 01 0.01 I I I I Ii: 1 --r----~I~i ~1~1~I~i~I--~1 ---:----~I~ir-I~,~:~i~I-~!--~I----~1 FREQUF.:NCY *CPS Acceleration Spectra for DIAPHRAGM SLAB --~==~~~~~----------------- Load Case: SRV - ASYMMETRIC Node: 252 Direction: VERT Elev: 236'-2" Angle: 22 0 -30' -~.:.:..=...--- Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-102

2 c PERIOD-SEC. 100 ].0 0.1 0.01 flT"l"l I I I --r----I -:~.--T---r-- I I I j I i I 1 01 I I I i I I I

I i

i I I I

I I I i :

I I I i 8 1.0 2 4 G 8 10.0 2 4 G 8 100 FREQUENCY -CPS Acceleration Spectra for WETWELL WALL --~~~~~~------------------ Load Case: C04B ~~~-------------------------------------- 'Node: 131 Direction: HORIZ Elev:20S'-11"Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-103

PERIOD SEC. 100 1 !) 01 ~- II~I -i-~- -"--1 ------- i-~- i I.~D I I ~--r i I r---: --, -: [ I ! ---- I I ! ! i ~ II ,. J5 --- I 1 +--.~-- ~ _~I --: -1.11-II --+Th'~:-l !I II I 'I II I I, 1 1 II ' I I I I ' I 1 I I ! I I !, i, 'I I!: ! I, I I I.' I I I I 'II ~ 'I I,

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I I Ii, I +-1 I'I! lV_I I ---4--t- . I H+I 1 Il/" Ii I i "1 1 III I I i I ~!- - Ii/}- I~ I II I! II iii II ill i ~=_fo~1 I j c r:::: '---_~ I I i i , ___ ~"=~=J::;::l I IJ.J~ O. 1 2 4 6 8 1 0 2 4 6 8 1 C' 0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for __ ~WE~TW~EL~L~W~A=LL=-________________ __ Load Case: C04B ~~~--------------------------------------- Node: 291 Direction: HORIZ Elev: 236'-2" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-104

100 II I I I I PER:OD*~C. 1.0 Iii i FREQUENCY *CPS 0.1 r i I (;01 Acceleration Spectra for _~D;;...;;R~YW;,...;.,:..:;::EL::.::L=--:..:W.=AL=.:L=--_______ Load Case: C04B ~~~-------------------- Node: 331 Direction: HORIZ Elev: 264'-6" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X , 3A-1Q.5 -

PERIOD-sec 10.0 1 (1 G.~ 001 ~"""----'--~------~, i n-~ I I -: --- ----r'--,-,--~, ---~--I 0] 2 4 6 8 1.0 2 4 6 3 10.0 2 4 6 8 100 FREQUENr:y -CPS Acceleration Spectra for __ D~R~Y;;..;,W.;...:;;E=L:=L_W.:..:.:AL=L~ _______ _ Load Case: C04R ~~~--------------------------------- Node: 431 Direction: HORIZ Elev: 325'-8 "Angle: 0 0 Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPI NG NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-106

PER'OD-~.<:.r:. 1 rJC' i----r-j---T-:-r-I-r:-T ---~----- --~ ~Tln I, I I I I I I I I , I ~ i I I I I I ' : i : I 1:1 I i I II i III I I I I I j i ! Iii:: I I I, II: Ii i I I I I I ' I I I i I I i ! I I II I ~ i I ! i: I I ! t~I_C8 r--._-LLj-t-fit l ' Il----l!----!-+-+i,II,:11~r,l'----+--1 --JJ---!~ I II' I I I I i ~ I I ! i ' I I I I iii' ~ I' ! I I ! II I ' II ' I ~, 'I: I, I ill I, i, ++++' 'II I' ~ -, I !1ttI1 ,I i I I i I I I I ~~' I~, -I ; 'Il--rrr i: I -+---~i --I---*-;*-m ~ II Ii i I ! ! ! ! iii I Ii I ~c '0 I Tl i I '---i-fIT! I I

!'., ~----~f--~1 I

II I 'III 1 I I I I I

c. ';:., ___ '_-L-LJl I

I j I 01 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for __ PE_D_E_S_TA_L __________ Load Case: C04B ~~~----------------------------------- Node: 211 Direction: HORIZ Elev: 236 '-2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-107

100 10 II I I I I I I PERIOO..8'EC. - -l-I I 0.1 0.01 II I I I I I I " :'5 i-----+----t--+--+-f--J--+-++----+_--.. ---+--+--+--+-t-++_----+-~-+_-+-+_t_+_H U 1 Ii ,1£<-1"'-" L..-__ ...L--_'----L.- l--Lil.L __ ...L_..L-L...l...J.~~~~~~::--~P---1-1--1."""'...J~LCr"-:t:!""" 01 2 4 6 8 1.0 2 4 6 8 10.0 2 6 8 100 FREQUENCY -CPS Acceleration Spectra for ___ P_E_D_E_S_T_AL __________________ __ Load Case: C04B ~~=--------------------------~--------------- 5 to HORIZ Elev: 263'-8 Ys Angle: 0° -.;;.;;.;;..=~- Node: 531 Direction: Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-108

PERIOD-~rr; 100 I.U C 1 0.01 I; i I I ---r-~ i I I 1 0.1 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: C04B ~~~------------------------------------- Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-109

PERIOD SEC. 100 l.l: n 1 O.Cl I ii, I


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. : i : I 1

~ ii" Ii' I i I i I! i , I iii Iii I iii i : : i! 1! L' ill i I '.~<) ----I -- : !-1-t+L --J_----W-~.-j,-!. ~---)---!-, I-JJ~,' i ! Ii: \\ I! I ; i I I ! I ; i ! I iii I : II i I! I I : i, i ! I I I i I I I I: II I i I : ~ Ii! I' 1 ! CD I* I I I I I, i I I ffi ~ i I I I Ill: i I 'LI '.) I I I I I I ,1'1 I I ~~,s --~'-LllTlll 1 1 - I I' l-t I i ---~II i j. : i i II! I I I i It-I I Ii! i : Ii'; ~. ~,,r I ill 'j'lf fl' I il~--it/::=t~ 1 !r"1 i I'i\\ i I I I I Ii! i I r;i I \\,I! / 1 " >5-- II I _w 11_)); ~\\,jr I 1\\ I I' , I ' I I Itt /.'Cj I J I II II 1,:1 I i I I ! 'J' I c,_-'-_ul L,f, ',~,---,'iC-1.* __.~I _~--'-....I-.L-..l.-...l.-J.......J 0.1 ? 4 6 8 1.0 2 4 6 8 10,0 2 4 6 8 100 FREQUENCY -CPS Accele ra tion Spe ctra for _-=-WE.:..=..=.TW~E=L=L~W AL:.=.:;L:.--_______ Load Case: C04B ~~~--------------------------------- Node: 131 Direction: VERT Damping: 0.005,0.01,0.02,0.05 Elev:20S'-11"Angle: 0 0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-110

PERIOD-'--':. 10.0 10 C J 0.0! I I I I I I I I I. -~: -r""j,.-! -----,. -- ~--'--r-""'! ~I--ri~i-~I~'-! -~---l 0.1 2 4 Ij 8 10.0 2 4 6 8 100 FRFQlIENr.V *CPS Acceleration Spectra for __ WE:.:.=.;::TW~EL;;;.;;L~WAL=L=--______ Load Case: ---:::;.CO.;;...4..:..::;B=--________________ Node: 291 Direction: VERT Elev: 236'-2" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z ,IGURE 3A-111

PERIOD *S£.C. 10.0 to 0 I 0.01 I I I I I 1---r-~I----f-;liI--:---T---r-'-'----Ii~; I \\ l 1.50 ,I I I I 'II' -r-I--~--T-I-' -:--11 I I I I I II i I I ii' Iii i i II I I I I I I I I " I' I i I I' I I 1 I I I I I I I I I I' '! I ~ I I I : I I i I I, i lilt I i \\ : \\1' III ! i I! I I, I I II I H I ~ I I I I '~ ~. ;;'J f----~---+--~-T-nr -'---~-'--i-I I - I; Iii t iii i ! 'I I I I I I I I i I I I Ii, I i I' I I I I I I i I II i ! I I I I I I I ,I I I f I I I I tID I I i I_L _ __ 'I' I 1 L j I ~ 1. CC 1---'--1 i i : I! i i A I I I I I ~ I I iii i i: I I I ~; I (J \\ TT!! III i ~ C '" f----! -+W-U I I ! Hi ----r~ -~LLlU1UJ u I I I i I I I --rn: !H\\~ l'r-h~ I i III iii I iii Iii: i ~/i I \\>_1\\'11 ~

1 III

~n,n _ --+ I I I I I : i., II ~ I W,!\\ I e, -. I 'II I 'I I " ' III II j /P I ~t-'-\\~~~I\\ 1 I 1 I, I I i! ~ /' ~ i I II Ii iii i l-tT1F~/ I N* r :- = ____ L_I_ LLili~~ I ! 11ffir~_-----,-:_--,--~,--,--,--,-, 01 ? 4 (> 8 1 0 1\\ 6 8 10.0 2 4 h 8 100 FREQUENCY -CPS Acceleration Spe ctra for _--::.;DR:..:..:Y~W:...::E=L.=..L~W~A=L=L ________ Load Case: ~C~O-.:...4B~ __________________ _ Node: 331 Direction: __ VE...;...;R",,-T __ Elev: 264'-6" Angle: __ Oo_ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-112

PERIOD-~"::C. ]00 1.0 0.1 0.01 ~I I~I~I ~I~I~I--~I --~I-----~I~I~!~l-Ti~1 ~-~--~--~I~I~I~I~:~I*~I--I~~I----~I 01 2 4 6 8 10.0 2 4 6 8 100 FRtQurNCY *CPS Acceleration Spectra for _~DR~Y:....:..W;..:;:E=LL=-...:.W.:..:..AL=L __________ _ Load Case: ~C~O~4B~ _____________________ __ Node: 431 Direction: VERT Elev: 325'-8" Angle: 0 0 --~- Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-113

PERIO[, S~C. 10.0 n....... : -"'i--r-I ~~~--....--- O.~)l I 1 SO

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I I 4 6 8 1.0 2 C 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: C04B Node: 211 Direction: VERT Elev: 236'-2" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-114

) c J.'.... I!O "'.,... CI) ~.~ z 0 ~ 0::: w -I !. r"'J W U u -I ~ ~ u w I, S a.. en ~ r C.S 10.0 1.0 PERIOD~. 0.1 00: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I n 1J n~ r-- I--. I r/~ :t-I ~ I ~ r- =0 I If r-f.J[{ '-..J ~ ~~~ ~ ~ ~ ~ ~~ ,,~ I ~ -~ 01 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: ~C~O~4~B~ ________________________________________ __ Node: 531 Direction: VERT Elev:263'-85/8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-115!

PERIOD SEC. 10.0 10 0.1 001 I~;~,~I ~I~I~--~I --~I----'~I~:~I ~I~--~I --~I----~I~,~.~I~I~-~!~I--~'----~I o 1 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUFNCYCPS Acceleration Spectra for __ S_H_I_E_LD_W_AL_L ________ Load Case: C04B Node: 841 Direction: VERT Elev: 312' -8" Angle: 0 0 -~~- Damping: 0.005,0.01,0.02,0.03 NOTE

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-116

00 m IJ CJ) Z 0 i= << cr.: w ~ 1 lJ,; U U c( .....J oCt 0::: ~ U w a.. CJ) PERIOD-c::~C 10.0 1 (I r,; o (); I:iiil~ --,----;----------*----,-------i-:----~* -~-'--,---_, FREQUENCY -CPS Acceleration Spectra for __ DI_A_P_H_RA_G_M_S_LA_B _______ Load Case: C04B Node: 231 Direction: VERT Elev: 236'-2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE,3A-117

z o <t a:: w .j LLI U U oCt ~ t.::: U lLI CL CI) PC:RIOD-srs. 10.0 10 0.1 001 "'-1 '--1 T"", -rl -,,--,-, ---,.,--,--...,..., -----r-- ~-- --'-~,---~! ---I ' iii!,

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~==------------------

Load Case: C04B Node: 252 Direction: _.......;.V...;;;;E~RT~_Elev: 236'-2" Angle: 22°30' Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-118

PERIOD-nY;. 10.0 1.0 0.1 0.01 I I I I I 11 I I I I I I I I I I I I I I I I I I l.SO r------r---r~--rl~~~----_.--_.--._._._ITTT------._--.__r_r~TlIl I FREQUENCY *CPS Acceleration Spectra for WETWELL WALL --~~-=~~~=-------------------- Load Case: CO FOR COMBINATION WITH ADS Node: 131 Direction: HORIZ Elev:20S'-II"Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-119

~l. CO Z 0 i= a: ~ ~O. 75 U u < -J a: ~ u ~O. SO (f) C 25 PERIOD-~. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I FREQUENCY *CPS Acceleration Spectra for __ ~WE~TWE~~L~L~W~A~L~L~ __________________ _ Load Case: CO FOR COMBINATION WITH ADS Node: 291 Direction: HORIZ Elev: 236' -2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-120

PERIOD*f"'-C. 10.0 1.0 0.1 0.01 II i I I I I i I I I I I I I I I I T I I I I aG I i I ~1.00 ~----~---+--~~~~++-------+---+--+-4-+~~1-----~--~--~~~~~~ Z o ~ a: I.IJ I ~0.75 ~----~--~--~+-~~++------+---+--+~-+~~~----~--~--~-r~~~ U U < ...J a: .... u ~O.SO ~----~--~--~+-~~++------+---+--+-4-+~~~----~--~--~-r~~~ (/) I ~. 20 ~-----+--4---~+-+--4-+++------+---+--+-...,.-+ I I lr--; I I v-- ~ ""\\ ~~ I l ~ ~~ t-- 4 6 8 10 2 4 6 8 10.0 2 4 6 8 100 0.08 L------2L---L--L-L-L~LL~ ____ ~ __ ~ ____ ~~~~~~~~~~~~~-L~~ 0.1 FREQUENCY *CPS Acceleration Spectra for DRYWELL WALL Load Case: CO FOR COMBINATION WITH ADS Node: 331 Direction: HORIZ Elev: 264'-6" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-121

PERIOD-~. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I " I I I I I I I I I II I I I 1!' ~l.QO r-----~--~--~+_~~++------+_--+__+~_+~+4~----_4--~--4_~~+4~ Z o t= 0:= l&.1 I I I ~0 7S r-----~--~--i--+_~~++------+_--+__+~_+~+4~----_4--~--4_~~+4~ U U..: ...j 0:= t-U ~O.~O r-----~--_r--rl-+-r~r++------+---+--+-4-+-~44------4---~-4--~-+~~ I /~~ ..,..~-~ a.ccoL.I------2~--L--4~~6~-8~1~.O------~2--~--~4~~6~*8-1-0.-0.. ~~2--~~~4~~6~~8~1~00 FREQUENCY *CPS Acceleration Spectra for DRYWELL WALL Load Case: CO FOR COMBINATION WITH ADS Node: 431 Direction: HORIZ Elev: 325'-8" Angle: 0° Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-122,

PERIOD*C'r:'C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I

1. SO all

~1.00 Z 0 i= ~ ~ jj 0.75 U U 4( ....J 4( a:: I-U ~O.SO I VJ 0.25 r--I"-'-. 0.00 L------L---1--4L-1-lJLlll------12---1--14~-1-LlJJL----~2---J~~4§§~~~8~ 0.1 2 6 8 1.0 6 8 10.0 6 100 FREQUENCY *CPS Acceleration Spectra for __ ~P~E~D~E~S~T~A~L~ ______________________ _ Load Case: CO FOR COMBINATION WITH ADS Node: 211 Direction: HORIZ Elev: 236'-2" Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X fiGURE 3A-123

PER'OD-~""r;. 10.0 1.0 0.1 0.01 I I I I I I I II I I I I I I II I I I I I 1.25 ~----~-~-~-+-~~++------+---~I-+-~+-~44----~--4--4~~-+~~ '!I ~l.aC Z o i= ~ L&J I I I ~C.7~ ~--~-~--~+-~~~---+--+--+-4-+~~'+-----4---4--+--~~~~ ~ I 0:: ~ U ~O.~O ~----~--~--~+-~~++-----+---+--+~-+~++~----~'---4--+-4-~~~ (/) S 2!... c.oe; I I I v--f--. I 0.1 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for ___ PE_D_E_ST_A_L _____________________ __ Load Case: CO FOR COMBINATION WITH ADS Node: __ 5_3_1_ Direction: 5., __ H_O_R. __ IZ_", ___ Elev:263-8,.eAngle :_0_° __ Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-124

PER'OD-~r"~. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I ! I I I I I I I

1. 50 I
1. 2':;

I '!I I ~1.00 I Z 0 ~ c a:: UJ ~O. 75 I I (J I (J ..J I a:: ~ (J ~O.')O I (J) 0.25 ~----~--~--~+-~~++------+---+--+~~-r~4------1--~--~-r~~44 L ______ L-__ 1--L-1-1JLll1-____ -1 __ -1 __ ~~~~-~~3~~~~~~~~~--~~~~~ C CJ 2 4 8 01 2 4 6 8 1.0 6 8 10.0 2 4 6 100 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL


~------------------------

Load Case: CO FOR COMBINATION WITH ADS Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-125

PERIOD-S£'C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I II I I I I I I at ~1.CO ~----~---+--~+-~-+++------+---+--+_1-+~~4_----_1--~--4_~~~~ en z o ~ a:: LLI ~O.75 ~----~---+--r-+-~-+++------+---+--+_1-+-r~4_----_1--~--4_~~~~ o ~ ..J a:: ~ o ~ O. ') 0.------+---+-+-+-+-1f-+++-------+----t--+~__+_+_+__+_+_---___l--__If___+__+__+_+_I_H en G.2S ~----~---+--r-+-~-+++------+_--_+_-+_1_+~~4_----_1--~--4_~_+_+4~ 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for ___ WE~~TW-=EL==L~W~AL~L ____________________ __ Load Case: CO FOR COMBINATION WITH ADS Node: 131 Direction: VERT Elev:20S'-11"Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTIONZ FIGURE 3A-126

1000 I I I I I I J. 50 '!G ~t.CO Z 0 ~ a:: UJ ~Oo 7~ (J 0 < a:: ~ 0 ~O. SO (/) 0025 PERIOD-o.t::Co 1.0 01 0001 I I I I I I I I I I I I I I I I I I I I I I I I I I FREQUENCY -CPS Acceleration Spectra for WETWELL WALL Load Case: CO FOR COMBINATION WITH ADS Node: 291 Direction: VERT Elev: 236'-2" Angle: 0 0 -~~'---- Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-127

10.0 I I I I I I I I I 1.25 ~----~--~~--~-+44~-----4---4--+-4-+-~++------~----~~-+~~~ I!O ~I.OO Z 0 ~ Q: ~ -II" w~ 75 u u < -I Q: ~ U ~o so (/) 2 I I I I I I I I I 1 I ' I 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL --~~~~~----------------------- Load Case: CO FOR COMBINATION WITH ADS Node: 331 Direction: VERT Elev: 264 '-6" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-128

PERIOD _~.r-r:. 10.0 1.0 0.1 0.01 I I I I I I I I I! I I I I I i tIO ~\\.CO ~----~---+--~+-~~++------+---+--+~-4~+44-----~--~~~~~~~ Z o i= a::: ~ ~ 0. 75 ~-----+----+---+-+-+---1~++------+----+--+--4-+-+-+-4+------4-----1f--+---+--+-+-4-+-l U U < -I a::: ~ u I ~O.SO ~--~--+--+-+-~~++-----+---+--+~~~~-+----~-----1~-+---+-~~-+-l en ir- ~ Cr r-- ~'iI f-- t ~ r:; ~ ~ ~ ~,... A' 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for ____ D_R_Y_W_EL __ L ________________________ __ Load Case: CO FOR COMBINATION WITH ADS Node: 431 Direction: VERT Elev:325'-S" Angle: 0° Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z ~'GU"E 3A-128

PERIOD*C'rc. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I

1. SO 1.25 ~----~---r--~+-~~++------+---+__+~_+~~~----~--~--~~4_+4~

all ~\\.OO ~----~---r--~+-r4-r++------+---+--+~-+~~~-----4--~--~~4-+4~ Z o i= c( a: au ~O.75 r-----~--~--r-+_~~++------+_--+__+~_+~~;_----~--~--~~4_+4~ o ~ ...J c( a: I-o ~O.~O r-----~---r--r-+_~~~~------+---+__+~_+~~~----~--~--4_~4_+4~ (f) 2 4 6 8 100 FREQUENCY *CPS Acceleration Spectra for PEDESTAL Load Case: CO FOR COMBINATION WITH ADS Node: 211 Direction: VERT Elev: 236' -2 " Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z fiGURE 3A-130

PERIOD-~~r;. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I

1. 50

'!O ~!.CO Z 0 I t= 4( a: w ~O. 75 U U 4( ...J 4( 0:: ~ U ~o.r)o en FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: CO FOR COMBINATION WITH ADS Node: 531 Direction: VERT Elev : 263!...S5/S" Angle: 0 0 Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-131

PERIOD-~t:C. 10.0 10 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I. 'jO 1.25 r-----~--_+--r_+_~~++------+_--+__+~~~+44_----~--~--4_~~+4~ '!II ~t.OO r-----~--_+--r_+_~~++------+_--+__+~~~++4_----~--~--4_~~+4~ Z o i= 01( a:: L£J ~O.7~ ~----~---+--~-r-~~++------+_--4_--+~-4~~4-----~---4~4-~~~~ U U 01( ~ I_~ ~ O. ')0 I----+---+-~-+-+-+-+----+----+-~-+-+-+-+-----+--+--rf--r-H+~--+-++-l l!r~ \\ '/Ir'-::-" G.2~ r-----_r--~--~+_~~~------+_--+__+_4_+_r~4_----_4--~~4_~~~\\+4~ ~ ~ ~ It/8~~=:d ~, L..e~~~ r--. O.C~OL.1------2L---~-4~~~6~8~1~.0------~2--~--~4~~6-L~8~1~0.-0----~2--~--~4--~6~~8~100 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: CO FOR COMBINATION WITH ADS 841 Direction: Elev: 312' -8" Angle: 0° None: VERT Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTIONZ FIGURE 3A-132

PERIOO-~.r~. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I* I I

1. SO I

, ")'- I ... L J I I I I I I ~!.OO Z I 0 i= I 4( a: UJ Ir--h jj O. 75 U I u I 4( ..J 4( If I-- a: ~ 11 u ~o ')0 (/) t r-I I i C.25 ~ I j ~, v ~ I/':f- ~ --"III! ~~ O.OC 8 100 0.1 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 FRFQUENCY -CPS Acceleration Spectra for DIAPHRAGM SLAB Load Case: CO FOR COMBINATION WITH ADS Node: 231 Direction: VERT Elev: 236'-2" Angle: 0° Damping: 0.005,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-133

PERIOD-C:-r.C. 10.0 1.0 0.1 0.01 II I I I I I I I I I I I I i II I I : I I I 1.2S ~----+---~~~~~YI r-----r-~--+-LJ~~+-----~--+_~~+_~I-H I I ~ I f 00 ~--f----+~f---l-+~-+-t---+--+--+I--+-+-I +I-+I i -+, -t---+---If--+Ir---+h--+-+-t--I,-i ~ C. 7 5....-----+----+--+-+-+-t-+-++----t--+--+~.- /' ~ I r-' I t r~I~, ~ a. 'j0....-----+---+--+--+--+--+-+-+-+--~-+-+-t-t--+++--_+__t_1t+_tI/--"t-ttt-t-~t-H I Vr-~I\\ I 0..25 1---+--~+--+-+-+-+-I---+--+--+---+-+-f-+-++-~--tHHr/~t+t-~ +-H .r+..... v-r------~:::bJ f' r-,. c.ce ~---L-~-4L-~~-L~------~2--~--~~-~~=~~*~----~2--~--~4--~~~~ 0.1 2 6 8 1.0 4 6 8 10.0 6 8 100 FREQUENCY -CPS Acceleration Spectra for DIAPHRAGM SLAB ---~~~~~~=----------- Load Case: CO FOR COMBINATION WITH ADS Node: 252 Direction: VERT Elev: 236'-2"" Angle: 22°30' Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTIONZ FIGURE 3A-134

LJ I a: V' Z D I-a: 0:: UJ -1 UJ U U a: ...J a: !Y I-LJ LJ.J 0- ,/1 r~RIO(j S~C. 10 G 1 Q f ' I I I I I I I I I ~--, I~' ~I~~--'--~I----'--- ----1------1

3. 0

!,-------,r---:---r---.,.----r--:--r.---,."-c-------- r- ~~__,__~___,____,--~- -~- i


LnTTIT 2.5 1.5 1.0 It-h J

I \\ \\ I l I r I I FRfQUENCY-[PS Acceleration Spectra for ___ WE~TWE~~L~L~W~A~L~L~------------------- Load Case: CHUG 700 SYM/700A ASYM Node: 131 Direction: HO __ R_IZ ___ Elev: 205 '-ll"Angle : ___ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-135

u, cr C:' z o e-LI.- U LLJ IJ... c'l F~R!O[J SU.

10. S 1 ')

1 I 1 I, 1 1 1 1 'J S~ --.- ---r-----, ".--- -I --~I -, -~I --#'7"""""-==--'---1 I. 50 I-----r--~-~...,.-~__._~*-----,__-- --- -.. --,----- --~--- c~--

-~~ Til I,

Ir--' I: 1.~S r----r-~-r_+_~~++---+_--+__+_4_+~+44_---_4--~--~~~~~1 \\

1. 00 I----t---+--t--~t__f-+__+_+_----+_--+___+__+_+_++_+_+_- -- -- - -

---4---4-++----I~I---f..W__~._I rr 1\\' O. 7S 0.50 ----- ---r-----+-4-~-+- O. 00 '-----!2---

J 1

FREOUENrY -CPS Acceleration Spectra for WETWELL WALL 1/ \\ I Load Case: CHUG 700 SYM/700A ASYM Node: 291 Direction: HORIZ Damping: 0.005,0.01,0.02,0.05 Elev: 236' -2" Angle: ---- LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-136

z o ~ a Q: w -1 lJ.J l-' LJ IT ~ - P~RIOLJ-SE[. 10 'J 1 a Q 1 ') '" I. SO

1. 25 I. 00 0.75 0.1)0 I I I

I I I I I I I I j I I I I I I I I I I I I I I -1 ,-------r------,,.----r----,---r~............,_r_.-- ---.--- ---- ~__,,_,__,__,__~-----~- I


~--~--+_~+-~~--------r---

---+-~~~~++-----~4~==~--+-+-4-~4-~ t-----+-----i--+----+---+--+--+-+-+----.+-----+---+--- -- --+-+-+-f------- -1If=""'r+----+-~+-____4-H I I----+-----+-+--~-+-+ .. +-+------- -- - --- --- --+--+-+-++-- ----r -----!~ T O. 25 r--------ir----i--t--+--t-+-+-H---~--~-+-+-+-+-+-++IJ--........lf-+---+---+--+--+---I--:-+-iirt _____ ----~--'--.....J.llJ ____ ---L_~L ___ ' --:-~.J~=---'~ ____ -'-_ J __ _U; Jj 0.00 S 1 2 .j 'i '3 1 Q 2 y (i 'J 1 Q 'J 2 .j', FRfOUEN() -CrS Acceleration Spectra for DRYWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 331 Direction: HORIZ Elev: 264'-6" Angle: --~~==--- Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-137

lJ I a: V' z o I-a: Q:C w -l W U U a: -l a: (Y I-U ILl CL V1 3.0 2.5 2.0 1.5 1.0 O.S 0.0 rERIO[J~U. Ie Q I r:J IJ 1 i""T'.....",.--r'~, -,,...--....,.-,-.,.-,-----,,,...----------.-,-,-.,-, -.,r--,-T-- I J ' --r----1 r--------r------,~~__,_---r--,-"'T"""""~------------ -- --,.----,-----y--,.---,-------. - --. --- ---- __ - I 1----4--+-+~~~-----~~~+4~~---.-~ I ri CJ 1 1\\ i rl I Acceleration Spectra for DRYWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 431 Direction: __ H_O_R_I_Z __ Elev: 325'-8" Angle: __ -_o __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-138

z o P~R!OO (:J( 10 ':; 1 I) r 1 J ~ i-~'-I ""'-1-1 --r-I -,.I--I,------rI"'I~-'-----r-*----,----- -- -"-)'-":::--1 ---,----,- --- - --]

1. ')0 ---

,--r' '--r-- - ---- --*------.---T I 1 T-1 I i

1. 00 1-------4---I---+--+-+-+-+-lf-+----4---+------1I--+--+_ -~+r I I I 0.75 ~--~--r-~-+-+~~~+.---+--~-r-+-+-~~.---.----+-~c~LJf I

rrv+~~ I O. ')0 I---~--I---+---+-+~+-ll-+-----+__-+--~-+_+- --+- i 1\\ i 0.00 Q 1 2 '3 1 fJ 2 FREQUENCY-CPS Acceleration Spectra for PEDESTAL Load Case: CHUG 700 SYM/700A ASYM 211 HORIZ Node: Elev:236'-2" Angle: Direction: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-139,

U I a: ~-, CI Q. W -' W U IT P~R!OD*5EC. 10 ') 1 0 o 1 fJ 'J! I 1 1, I 1 I i 1 , 1 I 1 1 _.- ---'1 ----:-, -., ~, -"--:-, ---r"1 ~T -r-, ---r---~I !. 'SO I I. 25 1.00 1-----~--_r--r-+_~_r++------+---+--+_;~_r~1_----~-~FI ~b_~_+1_H O. 75 ~-+----+---t--t--+-+-+--+-r---+----+--+--+--+-+-+-+-I ~-+----f-l~--+~~~r+-+-++-I \\, ~~ r---~~ I

o. 'So t---+--t--t--t-+-+-t-t-+-----t--+--+-+-t-H>--t-+---+--...., I-fl---+--+--'t-I\\'~~~~

? r---i\\

1.

~

~~~~=:~~:_~4~ __ -_-_--+-L-_-+-L...-+~--I~-+~--+-_:

__ !+/-~~/_-~--+-I'___t-~-+-_~I~-+"1-+:-+--+-\\I) I I ~ I 2 ..j r.; '3 I 0 2 ..j r, 'J I () '1 2 4 r, ') leG FREOUENCY-CPS Acceleration Spectra for PEDESTAL Load Case: CHUG 700 SYM!700A ASYM Node: 531 Direction: 51 __ ~HO~R~I~Z~ __ Elev:263-8 ~"Angle: ___ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-140

U I a: V' z o ~ a: Q:: UJ .J UJ U U a: r~f\\!OD SU. 10'] 10 r " - j-r,-:",-,r--o-, -,-, -, ---"r--~I----- --r,--r-I-T-I--,-*-~--..----_J--.*~~---r----+-'~--:-n- - ---_r----,---.---~.- -~~- -- -.-.--.. -.-... - -- IT '-'-'--~-~-H ~ * ; I : I i I I I I rr-~! I. 50 I If I 1.25 r---~--4--+-4-+~~~--~-~-+~-+~~~--~~U~*-L-+~4-~1 I. 00 1----+--+--+-+--+-+---<1-+--'-: __ ---+ ___ ----l-:_f---~i_+_l+_: t--<!~.---- J------iff-+~, r: ___ -i! __ -+~.__.\\_I ~&__!+__! i +--I i i i I 1\\ 1 I! 1 1\\ i i i: i Hr; I I. 0.75 ~----~--+--+-+~~~~----4---~-+-+~~~~----~JU+-~-+~~~1 I~I I I I

  • I I

0.50 I---+----+--+---Jf-+-+-_+++_ I ----+--T---+ 1 - -+---+---t*--+-+-+ i l


~ -

I I i II i ji i I i i i \\ O. 25 ~--+---+--+-4---+--1-++-~-+---+l--+-~---4,~~f--lI-+~-+-1 +-)---I.~-~----1--4-,-JI~I--U-11 0.00 1---....I.2----'---..L.,--L--L--L-'--l..-L----....I.--~~~~ i I __ _ ___ L- __ U_I ~i_~i

J 1 Of r.;!J I a 2

~ r.; '3 lO!) 2 .J r, '.l 10J FREOUENCY -CPS Acceleration Spectra for __ ~SH~I~E~L~D~W~AL~L~ __________________ _ Load Case: CHUG 700 SYM/700A ASYM Node: 841 Direction: ___ HO~R;.;.;I;;;.;;Z~-Elev: 312 '-8" Angle:_-__ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FiauRE3A-141

U I a: ,.r' z o ~ C ~ L:.J u.J U u a: ~ ~ R, 0 0 r, Fe _ IOC IG D.! 'J';'

1. SO
1. 00 0.75 0.50 0.25 0.00 r-'-I~I~j

~I'---'I--, --roj ----.,..., ---"""'Tj"""T'"1 ~~-,


r------

I j I j j 1 I j --r------I -- --T-;--'---:-- ----- --- ---~--- -T -I - I I I I I j---+---4--~-+--+~-+--+-----+-- f----- --~ - - --c------ -- - -+--.1 r I r

J 1 2

I FR~OUfNCY _ [r'r Acceleration Spectra for WETWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 131 Direction: _-.:..V..=E..:..;R;.=.T __ Elev: 205 '-11 "Angle : __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-142

a V"' z o lJ G cr (r' t-- lJ.' u._ I *. n 10 S 1 r; i -.-,.....,., -,-, -c-,-rl-c-, -'-1 ---:-1----.1--1',--,--; I. C;O,----- 1.2S ------"------+----1-+--+--+-+-- ---- --


+--+--+---+--+-

1.00 1------+-~r-~_+_+~~4_----+_---~-~_+-_+~~4_----~---+_-+_4_4_+~H 0.7S 0.50 0.25 0.00 r-~- -- --+---+---4--'-- -r----.. ---t----+---1Ir-~-~- r-cr-

~

ft- ~ )--;f~ I ~\\ 7/ I I -+--+---+-+- - - e-' ,~r; i ~ Ii ~;;Si~ i j, , ___ ~ __L _ _____'_-'---~'---'-~ ____ _'__._...~r--_:_::_ __ ~; j 1-______ ~ a 1 2 Y 'i '3 I Q ..j', 'j Ie Q' ..j '3 lOS Acceleration Spectra for WETWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 291 Direction: VERT Elev: 236' -2 II Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-143

U I a: VI z o r~R!CC*'jt:C ! 0 ~ 1 I) 0 ~ 'J ':, 1 I~'--, ~,~,~, ~'--~'----~I


'~I-Ir7,-r1

~, ~I--


,-----~,'-,~,--,

~I-~I---"---.I~------l I. SO*


:--..,- -~"""--'-"-"--.------'-------'r----r-~---,-~-.-~

1.00 1-------+--~~-~-+-+~+4~------+---1_~r-+_~~~------_r--~---;__r_r;_~ 0.75 ~-----+--~~~-+-+~+4~------+---~~~+-+-~~-------+--~--~-r-r~~1 FREOUENCY-CPS Acceleration Spectra for DRYWELL WALL Load Case: CHUG 700 SYM!700A ASYM Node: 331 Direction: _-=V-=E~R:.-:T~_Elev: 264' -6" Angle : __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-144

U I a v) z o ~ a 0:: w -1 W U U a: -1 a CY ~ U UJ CL ..n 10 S 1 Q C. ! [-"---'--1..,.-,-,-....,--, ~lr---,.---, ---.-, .,--, """'--:-,---" ~, --"-, -,--------~I--,'r---,----.-'


,-'--r--I---~

I. 150 rT--nT~.rT 1 1.25 ~--~--+-~+-~~++----+--+--+~~-+~4----~--+--~, -+~4-~1 I. 00 0.00 i I l I


+----+----1f--+--f--+~-t-t-----+---_t----

f-- ~,-~ --- --+---+- -i-f----4 r --+-+ I -+-I I i I FREOl!f"JrY -[ P, Acceleration Spectra for __ ~D~R~Y~W~E~L~L~W~A~L~L~ __________________ _ Load Case: CHUG 700 SYM/700A ASYM Node: 431 Direction: __ V;...:E::..:R..:.;;T=---_Elev: 325' -8" Angle: __ -__ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-145

z o w W IT 10 r; 1 IJ n ' ~. 'I"' I I I , I I I I I I T-*--~"-- I ]. SO ---"-,..~.- T i l.00 1------~--~--~+_~~++------+_--+__+_4_+~~4_----_4--~--4_~~+4_H 0.75 ~----~-~--~+-~-r++------+---+--+~-+-r~~----~--~--~~~+4~1 FREQUENCY-lPS Acceleration Spectra for PEDESTAL Load Case: CHUG 700 SYM/700A ASYM Node: 211 Direction: __ V_ER_T ___ Elev: 236 '-2 It Angle : __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-146

G I CI 1./' z o I-cr 0:: W ~ W W w a: ~ a: CY ~ U LLJ a.. If) ~~RICO SEC. 10 'J 1 I) Q 1 I, I I I I I I I I I I I I. ')0 I I I I n I r~ . f-+- FREQUENcy-cpr) Acceleration Spectra for __ ~P~E~D~E~S~T~A~L~ ______________________ ___ Load Case: CHUG 700 SYM/700A ASYM Node: 531 Direction: _....;.VE~R;.;;,;T __ Elev:263'-85/8*"Angle : __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-147

U I cr z o I-cr Q;: W -1 W LJ ~ a: P~~!OO SEC 10 S 1 Q IJ " ! 'j '~! 1"""-',-'-' -,'----,.'-,-' -'-, ---'-,


,-,--:-,-,,~, -"r-~-

~~, f- '- u--l

1. <;0

,---~---,--r--....,___r__:_._~T------ ---.-------r----,---r- -- r-- -- I. 00 0.75 0.<;0 0.25 0.00

J.l 2

.--h 1I N V- ~ 1\\ II r\\ I--. n ~ V-, V I---i', I II r-\\, r I 1\\ IV 'I I l i ' i \\~ ~ ~ 'iJ ~r! I I I ~J '1 i..--" ~J_~_ '3 1 0 2 .j r.; 'j 10 2 4 I, '3 IDS 'J FREOUEN[y-CrS Acce Ie ra tiC) n Spe ct r a fo r __ .-:S_H.;..;:I;;.;.E~L;;....D ___ W_;AL~L....;. ______. _______ _ Load Case: CHUG 700 SYM/700A ASYM -------------------------- Node: 841 Direction: _~V-=E:.:..;R;.::.T __ EIev: 312'-8" Angle: __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-148

U I cr ,,'"l z o ~ a-Ct:: UJ -.l UJ U U IT p~R,aD SEC. IO.S IQ 0,1"'------' 'JS' r~i~1 ~i~1 ~i~~I--~i--~I------~i~i~i~l~i~1 ~i------~----~I~~i~~I-~'--I--~~~I------~1 T-- ----- ------- --- r I I {-hI' 1'1 Ii!

1. 50 I

c"\\ I I 1.25 r------+--~--~_r4_~~~----_+--~--;_~_r~~~----_+I--~~/~~~\\\\\\H-~~1 I \\ 1 i I i

1. 00

\\ I \\ ~ 0.75 r------+--~--~_r4_~~~----_+---+--;_~~+_~~----_+--~--4__H\\~,~~1 \\'-- 0.'>0 '\\ '-~ "-~ Acceleration Spectra for DIAPHRAGM SLAB Load Case: CHUG 700 SYM/700A ASYM Node: 231 Direction: VERT Elev: 236'-2" Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A*149

U I a oJ' o I-a Q::. w -1 W W Ll a: -1 a: CY l-Ll u.J U. (J'. 10 'J 1 fJ /). ~ i~'-t~l-f~'--~' --,~--~,----'-T~T~, I I, I, f I I I'

3. 0

~-------.---~--~--,--,..---,---,.-~----~- '-r---~-~--~--------r-I ---rr 2.0 i I I I i I t~ FRfOUfNrl -l r~ I f--.-I--,n frll I I I I I i I I I I Acceleration Spectra for __ ~D~I~A~P~H~R~A~G~M~S~L=A~B~ ________________ _ Load Case: CHUG 700 SYM/700A ASYM Node: 252 Direction: ___ V.:..,;E::.;R:.:.;T=--_Elev: 236'-2" Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-150

HORIZONTAL EAST-~~ST DIRECTION MODE FREQUENCY PARTICIPATION No. (Hz.) FACTOR 1 3.96 -89.98 2 12.50 -32.68 3 18.77 -22.52 4 24.20 15.29 5 31.63 -12.80 6 44.39 4.77 7 58.78 15.41 8 76.17 10.67 9 90.00 0.0003 10 133.78 -0.008 11 139.92 0.002 12 148.41 -0.0003 HORIZONTAL NORTH-SOUTH DIRECTION I MODE FREQUENCY I PARTICIPATION No. (Hz.) I FACTOR I I 1 3.26 -88.86 2 9.32 -30.69 3 14.13 -25.50 4 19.96 16.62 5 26.53 -13.55 6 37.29 5.40 7 49.05 -13.52 8 67.25 16.85 9 76.13 0.0003 10 114.47 -0.007 11 118.02 -0.002 12 120.51 0.0007 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN A88E88MENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (HORIZONTAL STICK MODEL) FIGURE 3A-151

NOTE: MODE 1 f1 = 3.26 -1 = -88.86 MODE5 !.s = 26.53 Y'5 =-13.55 f = FREQUENCY (Hz) ~ = PARTICIPATION FACTOR MODE2 f = 9.32 ~ = -30.69 MODE6 16 = 37.29 "6 = 5.40 MODE 3 f = 14.13 '1 = -25.50 MODE7 f7 = 49.05 ~7=-13.52 MODE4 !.4 = 19.96 "4 = 16.62 MODE8 !B = 67.25 '8 = 16.85 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DeSIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE HORIZONTAL N-S MODE SHAPES FIGURE 3A-152

NOTE: MODE 1* fl = 3.96 ~1 = -89.98 MODE5 f = 31.63 ~ =-12.80 f = FREQUENCY Hz r6 = PARTICIPATION FACTOR MODE 2 ~ = 12.50 "2 = -32.68 MODE 6 !.s = 44.39 \\'6 = 4.77 MODE3 f = 18.77 ~ = -22.52 MODE7 f'l = 58.78 -7 = 15.41 MODE4 MODE8 !s = 76.17 11'8 =10.67 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE HORIZONTAL E-W MODE SHAPES FIGURE 3A-153

I MODE FREQUENCY I PARTICIPATION No. (Hz.) I FACTOR I I 1 2.00 20.14 2 3.01 11.16 3 3.28 -10.05 4 4.07 -13.13 5 4.25 -27.59 6 4.2f! -24.40 7 4.32 -5.29 8 4.57 -11.99 9 4.58 -9.33 10 4.64 9.27 11 4.89 -8.56 12 5.91 17.06 13 7.82 -59.71 14 9.23 -38.78 15 10.42 -5.16 16 11.29 -18.72 17 11.72 -14.46 18 11.81 2.31 19 12.03 0.75 20 12.24 1.85 21 12.34 9.61 I 22 12.54 -0.26 23 13.58 10.44 24 13.94 -14.85 25 15.37 -14.46 26 15.50 5.37 27 18.39 27.28 28 20.22 5.36 29 29.86 -10.40 30 38.20 -23.12 31 47.54 7.00 32 51.75 -4.61 33 59.14 -0.63 34 74.39 7.82 35 103.48 3.19 36 114.33 4.43 37 121.98 0.07 38 128.79 -1.78 39 136.47 -0.24 40 171.12 -0.91 41 241.59 -0.0001 42 252.96 0.00004 43 334.43 -0.002 44 372.81 -0.00008 45 399.96 -0.0003 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (VERTICAL STICK MODEL) FIGURE 3A-154

t-J l.,....... J f- _f 1/ V _1 MODE No.6 FREQUENCY = 4.28 Hz PARTICIPATION FACTO R = -24.40 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES FIGURE 3A-155

f: J _1 t_ _r _1 MODE No. 12 FREQUENCY = 5.91 Hz PARTICIPATION FACTOR = 17.06 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-156

J t J J t.. _f _1 MODE No. 13 FREQUENCY = 7.82 Hz PARTICIPATION FACTOR = -59.71 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-157

J ~--..... MODE No. 14 FREQUENCY = 9.23 Hz PARTICIPATION FACTOR = -38.78 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY-ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-158

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J J t~ _f -1 MODE No. 16 FREQUENCY = 11.29 Hz PARTICIPATION FACTOR = -18.72 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-159}}