ML21133A069

0 to Updated Final Safety Analysis Report, Chapter 3, Appendix 3A, Figures

ML21133A069
Person / Time
Site:	Limerick
Issue date:	04/29/2021
From:	Exelon Generation Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML21138A803	List: ML21133A045 ML21133A046 ML21133A047 ML21133A048 ML21133A049 ML21133A051 ML21133A052 ML21133A053 ML21133A054 ML21133A055 ML21133A056 ML21133A057 ML21133A058 ML21133A059 ML21133A060 ML21133A061 ML21133A062 ML21133A063 ML21133A064 ML21133A065 ML21133A066 ML21133A067 ML21133A068 ML21133A069 ML21133A070 ML21133A071 ML21133A072 ML21133A073 ML21133A074 ML21133A075 ML21133A076 ML21133A077 ML21133A078 ML21133A079 ML21133A080 ML21133A081 ML21133A082 ML21133A083 ML21133A084 ML21133A085 ML21133A086 ML21133A087 ML21133A088 ML21133A089 ML21133A090 ML21133A091 ML21133A096 ML21133A098 ML21133A102 ML21133A108 ... further results
References
Download: ML21133A069 (162)

Text

REMOV48lf SMIELDIN& PLUliS EL3U'*.f' T. 0.S. EL. 312'* 8"

_n EQUIPMENT MAT&M WITH PERSONNEL LOCK IN MATCM DOOR

• ".p DINKOMER VEMT PIPES (8?-24".B'>

VENT PIPE RESTRAINT SYSTEM (EL 203'-5") I REACTOR BLDG. WALL CSECl>>.IDARY CTMT.)

SECDNDARY tOllTAINMENT GAP BASE MAT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CROSS SECTION OF CONTAINMENT FIGURE 3A-1

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(TY SS 5LIOESVOTHE I LIMERICK GENERATING STATION

• .. TYP FOA ALL

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+-- UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT

.. DESIGN ASSl;SSMENT REPORT SUPPRESSION CHAMBER AND

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• . PEDESTAL INTERIOR -

SECTION VIEW FIGURE 3A-2

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s 210*;;.~ _ _ -.

PL A N AT EL 181 '- 11"

• A.D.S. VALVES. H,M,K.E.S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT QUENCHER LOCATIONS AND ORIENTATION FIGURE 3A-3

PEDES-9 HIL TAL EL. 206' - 2" @

CONT.

IALL EL. 193' - 11" EL.181'-11" BASEUT CD 24 + 14.7 + 10.51 = 49.21 psia Cl) 24 + 14.7 + 5.2 = 43.9 psia

@ 0+14.7+0=14.7psia LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT VENT CLEARING PRESSURE DISTRIBUTION FIGURE 3A-4

EL. 225' - 8.12" EL. 206' - 2" EL193'-11"

' - - - - - - - - . . EL. 181' - 11" IA SE MAT P1 = 53.64 psi a P2 = 48.25 psia P3 = 58.76 psia NOTE: The information presented in this figure is LIMERICK GENERATING STATION baaed on the original design basis conditions. UNITS 1AND2 Refer to Section 3A.4.2. 1.4 for the pool UPDATED FINAL SAFETY ANALYSIS REPORT swell air bubble distribution at the current operations. DESIGN ASSESSMENT REPORT POOLSWELL AIR BUBBLE PRESSURE ON SUPPRESSION POOL WALLS FIGURE 3A-5 Rev. 5, 4/96

r-~~~~~~~~~,--~~~~~~~~~-.-~~~~~~~~~---.....-8 N

w w a: w a:

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'° ('11Sd) 3~nSS3~d LIMERICK GENERATING STATION NOTE: The information presented in this figure Is UNITS 1AND2 historical and is based on the original design UPDATED FINAL SAFETY ANALYSIS REPORT basis conditions. Refer to Section 3A.4.2.1.6 DESIGN ASSESSMENT REPORT for the pool swell evaluation at the current operating conditions. The results presented WETWELL, DRYWELL, AND here reasonably represent the general AIR BUBBLE PRESSURES characteristics of the pressure response DURING POOLSWELL during pool swell. FIGURE 3A-6 Rev.5, 4/96

0

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u w

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(.)

w w ti)

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M O'!-

0

-oo 0

LIMERICK GENERATING STATION NOTE: The information presented in this figure is UNITS 1AND2 historical and ls based on the original design UPDATED FINAL SAFETY ANALYSIS REPORT basis conditions. Refer to Section 3A.4.2.1.6 for the pool swell evaluation at the current DESIGN ASSESSMENT REPORT operating conditions. The results presented DRYWELL AND WETWELL here reasonably represent the general b.P DURING POOLSWELL characteristics of the pressure response during pool swell. FIGURE 3A*7 Rev.s, 4/96

r-~~~~~~~~~.-~~~~~~~~~~~~~~~~~~~--g N

Q

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Q co Q

Q

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NOTE: The information presented in this figure is LIMERICK GENERATING STATION historical and is based on the original design UNITS 1AND2 basis conditions. Refer to Section 3A.4.2.1.6 UPDATED FINAL SAFETY ANALYSIS REPORT for the pool swell evaluation at the current operating conditions. The results presented DESIGN ASSESSMENT REPORT here reasonably represent the general POOL SURFACE VELOCITY characteristics of the pressure response DURING POOLSWELL during pool swell.

FIGURE 3A*8 Rev.5, 4/96

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

N 0

0 cO 0

0 N

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8 o::i r-~----------,------------~-==~----------L8 0 M ci 0 0 M 0

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(Sd:I) A.11:>013J\ I NOTE: The Information presented In this figure is LIMERICK GENERATING STATION historical and Is based on the original design UNITS 1AND2 basis conditions. Refer to Section 3A.4.2.1.6 UPDATED FINAL SAFETY ANALYSIS REPORT for the pool swell evaluation at the current DESIGN ASSESSMENT REPORT operating conditions. The results presented here reasonably represent the general POOL SURFACE VELOCITY characteristics of the pressure response VERSUS POOL HEIGHT during pool swell.

FIGURE 3A*9 Rev.5, 4/00

0

~

0

~

uw

~

w

E j::

0 Cl) 0 U.:I) l.Hm3H NOTE: The information presented in this figure is LIMERICK GENERATING STATION historical and is based on the original design UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT basis conditions. Refer to Section 3A.4.2.1.6 for the pool swell evaluation at the current DESIGN ASSESSMENT REPORT operating conditions. The results presented here reasonably represent the general POOL HEIGHT characteristics of the pressure response DURING POOLSWELL during pool swell.

FIGURE 3A*10 Rev.5, 4/96

~o 40

~ 30

~

w a:

CL 20 10 o'--------------------------------.....-----------------------------------------

100 10 1 10 2 FREQUENCY fl*ht LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN A~SESSMENT REPORT PRESSURE-RESPONSE-SPECTRUM ENVELOPE FOR TIME PERIODS SELECTED FOR CO LOAD DEFINITION FIGURE 3A-11

_______L__ POOL SURFACE (HIGH) 206'-2" VENT EXIT z

0

~

~ 193'-11"

..J w

CONTAINMENT FLOOR 181'-11' PRESSURE.

DETAIL OF PRESSURE DISTRIBUTION DRYWELL WETWELL AIRSPACE VENT POOL SURFACE (HIGH)

PRESSURE ON CONTAINMENT PRESSURE ON FLOOR OVERVIEW OF PRESSURE DISTRIBUTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SPATIAL DISTRIBUTION OF CO LOAD FIGURE 3A-12

10 30 D...

20 D...

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c c

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c 0

0 -'

10 6 MSEC.

0 --~~~~~-----~~~~---~ 0 --~~__...~~""-~~~~~~~

0 5 10 0 5 10 TIME (MSEC.) TIME (MSECJ, 0 5 10 15 TIME (MSEC.)

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

IO IO

]

I <c 200

..~

~

... 115 150 125 100 IUPP"EalON POOL 71) 10 1 10 1 NOTE: The information presented in this figure is LIMERICK GENERATING STATION based on the original design basis conditions. As UNITS 1AND2 described In Section 6.2.1.1.3, the intermediate UPDATED FINAL SAFETY ANALYSIS REPORT size break was not reanalyzed for the current DESIGN ASSESSMENT REPORT conditions; however, the results presented here SHORT*TERM CONTAINMENT reasonably represent the general characteristics of TEMPERATURE RESPONSE FOLLOWING an intermediate size break analysis results. AN INTERMEDIATE SIZE BREAK (0.1 tt2 LIQUID BREAK)

FIGURE 3A-17 Rev. 5, 4/96

JOO u:

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w a:

.... 200 a:

w a.

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w 100 TIME (sec)

CONTAINMENT TEMPERATURE RESPONSE FOLLOWING SMALL BREAK 30

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TIME tsecl CONTAINMENT PRESSURE RESPONSE FOLLOWING SMALL BREAK LIMERICK GENERATING STATION UNITS 1AND2 NOTE: The information presented In this figure is UPDATED FINAL SAFETY ANALYSIS REPORT based on the original design basis conditions. As described In Section 6.2.1.1.3, the small break DESIGN ASSESSMENT REPORT was not reanalyzed for the current conditions; TYPICAL MARK II CONTAINMENT however, the results presented here reasonably represent the general characteristics of RESPONSE TO THE SBA an small break analysis results. Rev.5, 4/96 FIGURE 3A*18

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, .,* G

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• B.0. SLAB ir:=~=*'***~-EL. 234' - 5" REACTOR PEDESTAL VACUUM BREAKER EL. 229' - O" I I

_.________i_.,-........._._..--+-- T .0. t>LA T FOAM EL. 226' - 9"

' I MAXIMUM POOL SWELL EL. 225' - 8.12" MAXIMUM POOL SWELL HEIGHT= 19.51'

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r.

• HIGH WATER LEVEL EL. 206' - 2"

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• • t---T-B~R~A-C_l_N_G-;-+---t----+--+---+-----+-~N~O~A=M~.WATERLEVEL I

E L. 203' - 5" E L. 204' - 11 "

MAXIMUM VENT SUBMERGENCE

= 12' - 3" B.O. VENT PIPE EL. 193' - 11" DIAPHRAGM SLAB SUPPORT COLUMN 12'-0" T.O. SLAB L_...I...__ _ _ _ _~__.....J_..L_-:-~-:-.~":"""*.......=:::::_:::::.=.

__ ::::::::~:a.1__ _ _ ....J..i.i:.;,._ EL. 181' - 11 "I

~*o' *.-;~:~r. *. I LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT COMPONENTS AFFECTED BY LOCA LOADS FIGURE 3A-19

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m LIMERICK GENERATING STATION UNITS 1ANO2 NOTE: The information presented in this figure is UPDATED FINAL SAFETY ANALYSIS REPORT historicaJ and is based on the original design basis DESIGN ASSESSMENT REPORT conditions. The results reasonably represent LOCA LOADING HISTORY FOR the general characteristics of the LOCA loading history. THE CONTAINMENT WALL AND PEDESTAL FIGURE 3A-20 Rev. 5, 4/96

• • • *0*

u z 0 0

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"'>u LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: The information presented in this figure is historical and is based on the original design basis DESIGN ASSESSMENT REPORT conditions. The results reasonably represent the general characteristics of the LOCA loading LOCA LOADING HISTORY FOR history. THE BASEMAT AND LINER PLATE FIGURE 3A*21 Rev.5, 4/00

--v- --

111.-..-

• ct c.J 0

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m LIMERICK GENERATING STATION UNITS 1ANO2 NOTE: The information presented in this figure is UPDATED FINAL SAFETY ANALYSIS REPORT historical and is based on the original design basis conditions. The results reasonably represent DESIGN ASSESSMENT REPORT the general characteristics of the LOCA loading LOCA LOADING HISTORY FOR history. THE DRVWELL AND DRYWELL FLOOR FIGURE 3A*22 Rev.5, 4/96

• CJ z

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mmm 000 LIMERICK GENERATING STATION UNITS 1AND2 NOTE: The information presented in this figure is UPDATED FINAL SAFETY ANALYSIS REPORT historical and Is based on the original design basis conditions. The results reasonably represent DESIGN ASSESSMENT REPORT the general characteristics of the LOCA loading history. LOCA LOADING HISTORY FOR THE COLUMNS FIGURE 3A-23 Rev.5, 4/96

I AP.

Zw

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0

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c( c( c(.

CD CD CD coo

~

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a: 0

• CD LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: The information presented in this figure is historical and is based on the original design basis DESIGN ASSESSMENT REPORT conditions. The results reasonably represent LOCA LOADING HISTORY FOR the general characteristics of the LOCA loading THE DOWNCOMERS history.

FIGURE 3A*24 Rev. 5, 4/Yb

CJ z

CJ CJ u 0

~---- -~

N

=

-~

0 o..I **

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WU x

I Si I

~

u.

C( 0 m C(

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: The information presented In this figure is historical and is based on the original design basis DESIGN ASSESSMENT REPORT conditions. The results reasonably represent LOCA LOADING HISTORY FOR the general characteristics of the LOCA loading THE DOWNCOMER BRACING SYSTEM history.

FIGURE 3A*25 Rev.5, 4/96

CJ

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e,,

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u 0

- lli 1

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w

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coo C(

w-0 a: 0

• m LIMERICK GENERATING STATION UNITS 1ANO2 NOTE: The Information presented In this figure is UPDATED FINAL SAFETY ANALYSIS REPORT historical and Is based on the original design basis conditions. The results reasonably represent DESIGN ASSESSMENT REPORT the general characteristics of the LOCA loading LOCA LOADING HISTORY FOR history. THE WETWELL PIPING FIGURE 3A-26 Rev.5, 4/96

LGS UFSAR LINE 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 RCIC X-214 EMBEDDED 192'-9 1/8" 192'-0" 191'-2 7/8" 0'-11 5/8" 16"-HBB-109 1 HPCI X-209 EMBEDDED 193'-5" 192'-0" 190'-7" 1'-6" EL.A 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 LINE No. QTY SYSTEM rRATIO~ PENE* DIMENSION No. TRATION A B c x 16"-H BB-220 4 CORE X*206A, EMBEDDED 192'-0" 192'-0" 192'-0" 1'-8" SPRAY 8,C,D 24"-HBB-217 4 RHR X-203A, EMBEDDED 192'*0" 192'-0" 192'*0" a.c.o 1'*11 **

6"-HBB-202 1 RCIC X-214 EMBEDDED 192'*9 1/8"" 192'-0" 191'*2 718 0'*11 511*

16"-HBB-209 1 HPCI X-209 EMBEDDED 193'-6" 192'-0" 190'*7" 1*-s*

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. laT'1 SYSTEM TRATION PENE-No. No. TRATION A B c x B 4"-HBD-187 1 HPCI X-212 EMBEDDED 207'-I" 1*'-11" - 1'-0" B 4"-HBD-188 1 HPCI X-231 EMBEDDED 207'-I" 1*'-11" - 1'-0" A 24"-HBD-189 1 HPCI X-210 SLEEVE 207'-I" 192'-8" - 8'-9" 207'-8" B 4"-HBD-171 2 i~llv ~:118 EMBEDDED 20T.O" 1*'-11" - 1'-0" a 1O" -HBD-189 2 i~llv ~:IBJ~ EMBEDDED 219'.0" 1*'-11" - 1'-9" A 18"-GBD-143 2 RHR X-204A,IB SLEEVE 219'.()" 197'-8" - 2'-8" A 4"-GBD-144 2 RHR X*226A.B SLEEVE 207'.0" 199'*11112" - 0'*9" A 12"-HBD-173 1 RCIC X-215 SLEEVE 207'-6" 1*'-11" - 2'*1" a 6"-HBB-139 1 RHR X-240 EMBEDDED 207'*3 1/4" 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'-8" c 4 "-HCB-106 1 h~~,f>LID X-231A SLEEVE 207'-51/16" 20T*3 3/8" 213'*9 314" -

c 4"-HCB-107 1 hMNJ>,f>LID X-2318 SLEEVE 207*5 3/8" 20T*2 518" 213'*91/2" -

a 2"-HBD-367 1 JLb'l.'iWB.f2B8L1NG X-217 EMBEDDED 207'-1" 199'-11" - 0'-8" a 2"-HBD-366 1

~b'l.'iWB.f2B8uNG X-216 EMBEDDED 207'-8" 199'-11" - 0'-8" rv---

Q

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EL. A x

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. "" EL.A 6

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.... EL. B ~

... El. B LIMERICK GENERATING STATION UNITS 1AND2 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)

• SHEET1 OF2 FIGURE 3A-28

DWG PENE- TYPE OF ELEVATION DIMENSION LINE No. laT" 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 HPCI X-236 EMBEDDED 199'-11" - 1'.0" r-**.;*.

4 "-HBD-288 1 207'-6" r--.1"':"

A 24"-HBD-289 1 HPCI X-210 SLEEVE 207'-6" 199*.11" - 6'-9" B 4"-HBD-271 2 iP.rlv ~:JIB EMBEDDED 207'-6" 207'.0" 199'-11" - 1 '-0..

B 1O"-HBD*268 2 i~.rlv ~=~8~~ EMBEDDED 219' .(J" 199'-11" - 1'-9" .

EL.A

- -- *V

,. .. I D 18"*GBD-243 2 RHR X-204A,B SLEEVE 219'-0" 199'-11" 2'*6" A 4 "-GBD-244 2 RHR X-226A,& SLEEVE 207'0" 199'-11" - 0'-9" .*

~

A 12"-HBD-273 1 RCIC X-215 SLEEVE 207'-6" 199'*11" - ~

1 '*'"

B 6"-HBB-239 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 201*-1** 199'-11" - 1'-8" 15° .

Ll~NFf>LID -

- iI c 4 "-HCB-206 1 X-231A SLEEVE 207'-S" 207'-2112" 213'-9 1/2" RA AT - EL.B c 1 h~~~TiouD SLEEV~ 207'-31/4'" 213'-9 5/8" -

.J 4"-HCB-207 X-2318 207'-6"

\

B 2"-HBD-457 1 flb'll.VmNc2n8L1NG X-217 EMBEDDED 207'*6" 199'-11" - 0'.. 6"

°"'WINGD B 2"-HBD-456 1

~b~'iVmNcgssLING X-216 EMBEDDED 207'-6" 199'-11" - 0'-41/2'"

~

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EL. A x

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01 EL.A

-~.*

3-EL. C

(

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Ir fl

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... ~ .. EL.B II t..---.-

I EL.B

- ~

EL. B LIMERICK GENERATING STATION UNITS 1AND2 DRAWING A DRAWING B DRAWINGC UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT2)

SHEET2Of2 FIGURE 3A-28

LINE No. QTY SYSTEM ELA 12"-GBC-101

• M.S.R.V. DISCHARGE PIPING 186'*6" A 3 GBC-201 UNESC,B,J 12"-GBC-101

• M.S.R.V. DISCHARGE PIPING 186'*6" B 11 LINES A,D,E,F ,G,H,K,L,M,N,S GBC-201 EL 232'*0" MAX POOL SWELL HEIGHT EL 226'-8"

_E_L_2_03_'-_5_"_ _ _ _ _ , I , ____TW.....,O DIRECTIONAL HORZ RESTRAINT_S_ _

I ...

~ELA ---j TWO DIRECTIONAL HORZ &

TORSIONAL RESTRAINTS 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

PENE- RADIUS ELEVATION DIMENSION DWG LINE No. QTY SYSTEM TRATION OF SPRAY No.

No. RING, R A B c x A 6"-GBC-112 1 RHR X-205A 21 '-6" 222'-4 1/2" 229'-113/W 230'-6" 3'-8" B 6"-GBC-112 1 RHR X-2058 32'-8" 222'-4 1/2" - 230'-6" 3'*6 11/16"

. -~ .

EL. C r

b

- x -

'-----"'~- _ EL. A _ __

J DRAWING A

. t>"

H r-----4~l-----41~---:> --- EL. B - - - -

x *

~ .. I

~ OF RPV

'--------------~ ~---E_L_.A__ ~-

'rr DRAWING B LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 1)

SHEET1 OF2 FIGURE 3A-30

PENE* RADIUS ELEVATION DIMENSION DWG LINE No. QTY SYSTEM TRATION OF SPRAY No.

No. RING,R A B c x A 8"*GBC*212 1 AHR X*206A 21'-8112" 222'-4 1/2" 229'*113/r1 230'*6" 3'-8" B 8"-GBC*212 1 AHR X-2068 32'-8" 222'-4 1/2 - 230'*6" 3'*611/16"

, EL.C

,. -~~-j

• - x~

.. _ _ _ _ _,~_.

a-- EL.A*--

J DRAWING A

. I)* *

.. H r,-----~~-------+1-------~----~-------

x 1 I

~ OF RPV

.. ____________,~ _____E_L_.A______

)

ff DRAWING B LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT2)

SHEET2Of2 FIGURE 3A-30

NOTE:

X *AXIS IS IN PLANTE-WAND Y *AXIS IN PLANT N-S DIRECTION CONTAINMENT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT 3-D CONTAINMENT FINITE ELEMENT MODEL

{ANSYS MODEL}

FIGURE 3A-31

DAMPING RATIO

'3*0.00063 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 FREQUENCY (Hz.)

0 10 20 30 40 LIMERICK GENERATING STATION UNITS 1AND2 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

5 25' _!_

.! 1' (TYPICAL) EL. 410' o*r-tfvPICAL) 68 25' 58' l 1 t_ 1 12.5'

~ ~.Jr -

' I*

7 8

40.25' EL. 352' IP I T -....11Jr.U 128 lfU 2§ 25-2 j.

z 19' 34 J f_"'.: .~Tl -~fEL333' f t 33 32"' 21 4

19.5'

--~-

2L 14?41111A.. 35 43~=--- *Ss);f

, EL 313' i

54 56 4.__J . -r EL 304' 61 57 21' 5

t 00

~ ~

_r 76

+ l i L 283' 14' 77 4 ~.! + E L 269' 82 78 16'

• 81 80 79

• L ,.._ - .J -+-EL 253'

- - - 103 14' 104 *~-! -t-EL 239*

I ' -

' 105 22' 1()8 107 1C6. l :m:a: RIGID MEMBER

- ,~ :- : : _J --r- EL 217' o PIN CONNECTION

~ 129 127 16' e NODAL POINT W/MASS

~-~ *~130= '

1

- t - E L 201'

• NODAL POINT W/OUT MASS I~

.. 128 T 24'

~:n~-+-+--+-+-+'"'"'t-1,i-t-j .._...154...,_...--r_..,.159  ! EL 177'

~ y i"l.j TYPICAL

~~+4-+-+-+~~-+-+-+-+-1~+-t-+--t------t----------r---------;-~1~ ~DAMPER l!

• 4

• 8@5' 30' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL AXISYMMETRIC COUPLED MODEL (FESS)

FIGURE 3A-33

--25'~ 1

-~(TYPICAL) 2 58'

~t 40.25* _ _ _...,.

I "T 19.5' LEGEND cz:::a RIGID MEMBER 283' o PIN CONNECTION e NODAL POINT W/MASS 35-4269' 6 34 14' e NODAL POINT W/OUT MASS IS BEAM ID NO.

7 36 16'

@ TRUSS ID NO.

1. NODAL POINT ID No.

9)--_...._0_9--09-37_ !@-t-253' 8-~+14' 42 239' 22' S " > - - - - - - - U

• __

44~

T_; 1 217' 10 47 16'

..;-~201' 24' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 177' DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL STICK MODEL FIGURE 3A-34

ELEVATION

- 410' 352' ELEVATION 332' - - 333'

- 313' 304' 289'

- - 283' 269' 254' - 253' 237' 200' - - 201' N-S DIRECTION - -

/

E-W DIRECTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL-STRUCTURE HORIZONTAL STICK MODEL FIGURE 3A-35

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE FLOOR "QUARTER. MODEL" FIGURE 3A-37

MASS-PROPORTIONAL AND STIFFNESS-PROPORTIONAL (C) = OI' (M) + f3 (K)

VARIABLE DAMPING

&.t

~ -- -

ex- +

1 f3d~

c__,i 2 (J/. £U; l

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0. j..o&!::__~~~~~~--r-~~~---r-~~~-.~~~--.~~~---.~~ t 0 10 20 30 40 50 60 FREQUENCY (HZ)

LIMERICK GENERATING STATION UNITS 1AND2 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

1eo* ~

~ l"tDI(.>.~">> ,.l?f. ~1N(J

---

l"'()IC,._Ti.~Pi>Ti.~*..,.eq PLf,)._N A.T ELE.Vt>.TiO~ 2.C3'.~'

11"*1'-d NOTE: MISCELLANEOUS PIPING

~~THAT IS LATERALLY LIMERICK GENERATING STATION SUPPORTED ON THE UNITS 1AND2 BRACING SYSTEM IS UPDATED FINAL SAFE.TY ANALYSIS REPORT NOT SHOWN.

DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM FIGURE 3A-39

&'*~t~SM-=W=c.5_...."_*~~----~---t t1k'*i'it 'J'.V 1-!-l'*_:t;:;....---=~'------+-+--+---"'~~~~=-=-

L-t ~*-48',..rs,'-o'

.,~~~1 c:~u 2

(~' 14** .,~*~ OJT~*Oe. AAC~

ALTERNATE DETAIL

~/4'* SPLIT PIPE 5LE.EVE. OR R0 .1.E.D 12 z~'/.'.>(OOl* 1'-10' (SA*36)

(~1'MIN T~1C~llE~S REQUIRED AnER MN::t11N1N<?, OR OT~E.ROPERATIONS HECEf.0:.AR'f' fORFll-UP.

- ~*~-~TION@

OF 1151tV PIPf LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM DETAILS FIGURE 3A-40

PEDESTAL---~- - - - - - CONTAINMENT WALL HYDROSTATIC (POSITIVE) 24' 10.4 psi 10.4 psi BASEMAT

+

SRV all 18' (NEGATIVE) 1.5*(5.19) = 7.8 psi 6'

7.8 psi 7.8 psi 11 18' TOTAL (POSITIVE) 6' 2.6psi 2.6 psi 2.6 psi

• PRESSURE MULTIPLIER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES NORMAL CONDITION FIGURE 3A-41

PEDESTAL CONTAINMENT WALL CONTAINMENT WALL PEDESTAL ~ *sRv ADS 18' (NEGATIVE) 7.8 psi ~-....----....-----~~ 7.Bpsi 6'

HYDROSTATIC 7.8 psi (POSITIVE) 7.8 psi v

+

1- -=-

10.4 PSI --......BASE MAT 7.042' 13.292' 1 5.7 psi

+

F CHUGGING AXISVMMETRIC 9.333' (NEGATIVE) 9.8 psi 10.708 WElWELL(POSITIVE)

PRESSURE b ~ 7.626' PEDESTAL DUE TO SBA OR IBA* 11 25 PSI.,._-+----.....--...------'-"---' \}

• NOTE: - 7.042' WETWELL PRESSURE DUE TO DBA*30.6 PSI 25PSI

+ 8.75 psi CONTAINMENT WALL 11 9.333' 16.90 psi 15.20 psi 10.708' 7.826' 16.00 psi __..,......._.________1..--______......,..,__,,j 17.BOesi ~

17.80 psi TOTAL BASEMAT CYCLIC NEGATIVE PRESSURE NET PRESSURE*

TOTAL POSITIVE PRESSURE+ TOTAL NEGATIVE PRESSURE 35.4 PSI TOTAL CONST ANT POSITIVE PRESSURE LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES ABNORMAL CONDITION FIGURE 3A-42

BOTTOM OF DIAPH. SLAB

/

DOWNCOMER 24" ¢ SCH 20 4

5 6

L!)

Ln ~ 7 cO N@

N -- ----0-- MIDPOINT N

8 9

10 11 12 WATER LEVEL 15 16 1 TO 19 NODAL POINTS CD TO STRAIGHT PIPE ELEMENT

@ SPRING-DAMPER ELEMENT BASEMAT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER ANALYTICAL MODEL FIGURE 3A-43

Ill *1111 14 13 0 12 I~

0 a;

'11'

~

Lt>

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9 ll 1

8 0 6 n

© 5 d

© 4 0

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ORIGIN LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION CHAMBER COLUMN ANALYTICAL MODEL FIGURE 3A-44

24 I I I I

. / ... 50% TO FULLY LOADED TRAY 20 g 16

.I

~

z D.

E 12 /

a ,.,......- UNLOADED TRAY & CONDUIT 1%

8

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r-- --*--*---~------*--*--*--

4 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 g (SOURCE: DAR REF. 3A*32)

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DESIGN ALLOWABLE DAMPING VALUES FOR ELECTRICAL RACEWAY SYSTEM DESIGN FIGURE 3A-45

e POINTS WHERE RESPONSE SPECTRUM CURVES ARE FURNISHED FOR HYDRODYNAMIC LOADING z

x LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODES AND FREQUENCIES FIGURE 3A-47

II. ,,

\\

1}.,.___.._..

11 11 I 11 MODE1 (WITH WATER MASS) f = 3.92 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-48

\\

Q C*

'.! ~'--

I I

~

MODE2

{WITH WATER MASS) f = 5.04 Hz LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-50

11 MODE4 (WITH WATER MASS) f = 8.00 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-51

MODE5 (WITH WATER MASS}

f = 9.43 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-52

MODE6 (WITH WATER MASS) f = 14.01 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-53

11 MODE7 (WITH WATER MASS) f = 14.86 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-54

~

11 II I

i - . . 1 . . . - - - - L . . -_ _ u...___ -- *-.,.---"""'"----.....___ __..._.

MODES (WITH WATER MASS) f = 16.59 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-55

MODE9 (WITH WATER MASS) f = 18.32 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-56

MODE10 (WITH WATER MASS) f = 19.38 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-57

11 11 II II II II I I I I I I MODE11 (WITH WATER MASS) f = 19.60 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-58

MODE12 (WITH WATER MASS) f = 23.24 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-59

MODE13 (WITH WATER MASS) f = 23.94 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A- 60

MODE14 (WITH WATER MASS) f = 26.09 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-61

II II II II I I II II MODE15 (WITH WATER MASS) f = 26.42 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-62

II II II II I I II I

MODE16 (WITH WATER MASS) f = 27.88 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-13

II MODE17 (WITH WATER MASS) f = 28.52 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-64

MODE18 (WITH WATER MASS) f = 32.08 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-65

II II II I

MODE19 (WITH WATER MASS) f = 32.54 Hz LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-67

I I I lI I~

II II I I

i J!

MODE 21 (WITH WATER MASS) f = 34.87 Hz LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES f IGURE 3A-69

MODE 23 (WITH WATER MASS}

f = 39.31 Hz LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-70

PERIOD-5'£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.D

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0 i=

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.~k~~

~-- - * - - - - _l_L_!_LLL_ __J__~-.J..--~~D..:.U_ _ _J. ___L_J._J~_L_Li_J

~~

0 1  ? 4 6 8 1.0 2 4 6 8 10.0 2 4 f, 8 100 FREQUENCY-CPS Acceleration Spectra for WETWELL WALL Load Case: SRV - AXISYMMETRIC Node: 131 Direction: _H_O_R_I_z__Elev:205'-l l" Angle:~-

Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-71

PERIOD-Sf't.

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 c,rj' 1. 00 z

0 t==

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en FREQUENCY-CPS Acceleration Spectra for --~-WE~T_W_E_L_L~W_A_L_L~~~~~~~~~~-

Load Case: SRV - AXISYMMETRIC Node: 291 Direction: HORIZ Elev: 236 '-2" Angle:

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Load Case: SRV - ASYMMETRIC Node: 531 Direction: HORIZ Elev :263!-s 5/s" Angle: 0° Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-92

PERIOD-~~c.

I.SO 10.0 I I I LO 0.1

..--~--.----.---r--,.-..,--,.~.-.----,---,---~--.--,-..,.--.------,.----..-~----.

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.1_1_;___1 2 4 0.1 4 6 8 1.0 6 8 10.0 6 8 100 FREQUENCY-CPS Acceleration Spectra for SHIELD WALL

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

Load Case: SRV - ASYMMETRIC Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 0° Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 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 I I I I I 1.':iO . . - - - - , ~~--.-I ~--.---, i

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Load Case: SRV - ASYMMETRIC Node:

- 131- - Direction: VERT Elev:205 '--11 "Angle: 0° Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-94

PERIOD-~ ... ~-

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---

~-----~

Load Case: SRV - ASYMMETRIC Node: 291 Direction: _V_ER_T_ _Elev: 236 '-2 .. Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 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 II I I I I I I I I ' I I I I  ! I II I I I I I I FREQUENCY-CPS Acceleration Spectra for -~D_R_YW_E_L_L__W_AL_;_;L____~----------~

Load Case: SRV - ASYMMETRIC Node: 331 Direction: __V_E_R_T___Elev: 264'-6" Angle: 0° Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-96

PERIOD-S!="'"'.

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0.1 2 4 6 8 1.0 2 4 6 8 10.0  :-' 4 8 100 FREQUENCY-CPS Acceleration Spectra for ~-D_R_Y~W_E_L_L_W~A=L~L ________~

Load Case: SRV - ASYMMETRIC Node: 431 Direction: __V_E_RT _ _Elev: 325 '-8" Angle: 0° Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-17

PERIOD-Sl="r 10.0 1.0 0.1 1.r_,o .-----.------r---~~-------

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PERIOo-~i::c.

10.0 1.0 0.1 0.01 2 4 6 8 1.0 2 6 8 10.0 2 4 6 8 100 FREQUENCY-CPS Acceleration Spectra for PEDESTAL

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

Load Case: SRV - ASYMMETRIC

' 5, ..

Node: 531 Direction: __V_E;_,R_T__Elev: 26 3 -8 t 8 Angle : _ _o_*_

Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z

PERIOD-Si:-<:;.

J. SD J.25

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-- - - -Elev:

Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-100

PERIOD-SEC.

FREQUENCY-CPS Acceleration Spectra for _ __;;;;_D...;;;;I=AP_H.....;.R~A~G..;;..;M~SLA~B;..___ _ _ _ _ __

Load Case: SRV - ASYMMETRIC Node: 231 Direction:

-VERT

- - -Elev: 236'-2"Angle: 0° Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A*101

PERIOD-'"'-':.

10.0 I I I I I I I FREQUF.:NCY-CPS Acceleration Spectra for ~_.;;;...D=IA~P~H~R~A~G~M;---.SLA~B~~-~---~~

Load Case: SRV - ASYMMETRIC VERT Node: 252 Direction:

-- - - -Elev: 236'-2" Angle: 22°-30' Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-102

PERIOD-SEC.

10 0 1.0 0.1 0.01

!iTl" 1 1 1  ! --r----1 -:~.--r--r-- , I ' ' I I I  ! I 0 I 8 1.0 2 4 G 8 10.0 2 4 G 8 lOO FREQUENCY-CPS Acceleration Spectra for __WE_TWE_L_L_W_A_L_L_ _ _ _ _ _ _ __

Load Case: C04B

---

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

Node: 131 Direction: HORIZ Elev:205'-ll"Angle: 0° Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A*103

PERIOD SEC.

IL' 0 l IJ 0 I 11-1 -;*--i--1"- - , . ~-

1.tJol ~I 1.-1!

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Node: 291 Direction: HORIZ Elev: 236'-2" Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-104

PERlOD-~C.

100 1.0 0.1 (; 01

--r-,

2S 0 I FREQUENCY-CPS Acceleration S_pectra for _ _D_R_YW_E_L"'-L""---'WAL'---L_ _ _ _ _ _ __

Load Case:

-C04B Node: 331 Direction: HORIZ Elev: 264'-6" Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X

PERIOD-S[C 10.0 n-~

z 0

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Load Case: C04R

---

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

Node: 431 Direction: HORIZ Elev: 325'-8 "Angle: 0° Damping: o.oos,o.01,0.02,o.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-106

PERIOD-~.c.r:.

1 rJC' ,----,-1---1-:-i--1T;-T ---~----* --~ ~:1n I I

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Load Case: C04B

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

Node: 211 Direction: HORIZ Elev: 236 '-2" Angle: 0° Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-107

PE RIOO ..8'E C.

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01 2 4 6 8 l.O 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY-CPS Acceleration Spectra for _ _ PE_D_E__ ST_AL ___________________~

Load Case: _.;;.C~0_4=B _____________________________________

5 ..

Elev: 263 -8 Ys Angle:

1 Node: 531 Direction: HORIZ

_.;;.;;.;;...;;;..;..;;;;.;..;;.__ 0° Damping: o.oos,o.01,0.02,o.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-108

PERIOD-~rr; 100 l.U c1 0.01 I; I ! I I ----i-~ I ---,---T* I I I I

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Load Case: C04B

___;.~~-----------------~

Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 0° Damping: o.oos,o.01,0.02,o.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-109

FREQUENCY-CPS Acceleration Spectra for --"'WE_TW_E_L_L_WAL~L_ _ _ _ _ _ _ __

Load Case: _co__4_B_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __

Node: 131 Direction: VERT Elev:205'-ll"Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1ANO2 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!

~~

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Load Case: ___:::;.C0.;;...4..:..:B=-------------------

Node: 291 Direction: VERT Elev: 236'-2" Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-111

PERIOD -S.E.C.

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2 4 f) 8 100 Acceleration Spectra for _ _D.;._RY_W_E_L_L_W~AL-'-L_ _ _ _ _ _ _ __

Load Case: --"C'""'"0-'-4=-B_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __

Node: 331 Direction: _ _ VE_R_T_ _Elev: 264'-6" Angle: _ _ 0°_

Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-112

PERIOo-~-::c.

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Load Case: --=C~0~4~B ______________________~

Node: 431 Direction: __ VERT . . . ; ; . . _ _Elev: 325'-8" Angle: 0° Damping: o.oos,0.01,0.02,0.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-113

PERIO[' S~C.

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Load Case:

-C04B Node: 211 Direction:

- - -Elev: 236'-2"

- VERT Angle: 0° Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-114

PERIOD~-

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1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-115!

PERIOD SEC.

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Load Case: C04B

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

Node: 841 Direction:

- - -Elev: 312 '-8"

- VERT Angle: 0° Damping: o.oos,o.01,0.02,o.03 NOTE

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-116

PERIOD-C::J:C 10.0 10 r,; 0 CJ;

--i----;--------------.-------1-:----~. -~-.--,-----,

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0.1 2 4 6 8 10 2 6 8 100 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for _ _ DI_A_P_H_RA_G_M_S_LA_B_ _ _ _ _ _ __

Load Case: C04B

---

~

231 236'-2" Angle: 0° Node: Direction:

-- VERT

- -Elev:

Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE ,3A-117

--,--1 10.0 I 0 0.1 0 01

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~~~~~~~~~~~~~~~~~

Load Case: C04B

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

Node: 252 Direction: __V_E_RT _ _Elev: 236'-2" Angle: 22°30' Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-118

PERIOD-~.

10.0 1.0 0.1 0.01 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.SO .------~--~---.--r--1---,--r-,-y-----"-""T----r---r-~Tl-,.-..--r-r-----~--~---r~t-r-.--i-.i it.DC r-~

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L___________________~

Load Case: CO FOR COMBINATION WITH ADS Node: 131 Direction: HORIZ Elev:205'-ll"Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-119

PERIOD-~.

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Load Case: CO FOR COMBINATION WITH ADS Node: 291 Direction: HORIZ Elev: 236 '-2" Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-120

PERIOD*"'-c.

10.0 1.0 0.1 0.01 I I l I I I I I l I I I I 1 I I I I I I I I l l l I I I

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PERIOD-~.

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FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: CO FOR COMBINATION WITH ADS Node: 431 Direction: HORIZ Elev: 325'-8" Angle: 0° Damping: o.oos,o.01,0.02,o.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-122,

PERIOo-c-r:-c.

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~--P_E_D_E_S_T_A_L Load Case: CO FOR COMBINATION WITH ADS Node: 211 Direction: HORIZ Elev: 236 '-2" Angle : ___0_0_ _

Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A*123

PERIOD-~ ... ';.

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Load Case: CO FOR COMBINATION WITH ADS

' 5 ..

Direction: _H_O_R__I_Z__Elev:263-8 ,eAngle :_0__ _

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-124

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Load Case: CO FOR COMBINATION WITH ADS Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 0° Damping: o.oos,o.01,0.02,o.03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-125

PERIOD-S['C.

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Load Case: CO FOR COMBINATION WITH ADS Node: 131 Direction:

- VERT

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PERIOo-o.c:c.

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Load Case: CO FOR COMBINATION WITH ADS Node: 331 Direction: VERT Elev: 264 '-6" Angle: 0° Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-128

PERIOD -~*r-r:.

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Load Case: CO FOR COMBINATION WITH ADS 431 VERT Node: Direction:

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1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z

~IGU'1E 3A-128

PERIOD-c-rc.

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~~~~-

Elev: 236 '-2" Angle: -~~~

Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 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

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Node: 531 Direction: VERT Elev :263'-s /s" Angle:

Damping: o.oos,0.01,0.02,o .03 NOTE:

1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-131

10.0 10 0.1 0.01 I II I I I I I I I I I I : ! I II I I I I I I I I

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1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTIONZ FIGURE 3A-132

PERIOO-~.r~.

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1. 0.05 DAMPING NOT INCLUDED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-133

PERIOD-C:-r.c.

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FREQUENCY -CPS Acceleration Spectra for _ _D_I_A_P_H_RA __G_M_S_L_A_B_______________

Load Case: CO FOR COMBINATION WITH ADS Node: 252 Direction:

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Load Case: CHUG 700 SYM/700A ASYM Node: 131 Direction: HORIZ Elev:205'-ll"Angle: -

Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-135

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Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-136

P~R!OLJ-SEC.

10 'J 1 0 Q 1 ') "'

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Acceleration Spectra for DRYWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 331 Direction: HORIZ Elev: 264'-6" Angle: __-_ _

Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-137

PERIOD ~f-_r.

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Acceleration Spectra for DRYWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 431 Direction: __H_O_R_I_Z__Elev: 325'-8" Angle: __-_0 _ _

Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-138

P~R!OO ':J(

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~~~~-

Elev:236'-2" Angle: -~~~

Damping: o.oos,0.01,0.02,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-139,

P~R!OD*SEC.

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FREQUENCY-CPS Acceleration Spectra for PEDESTAL Load Case: CHUG 700 SYM/700A ASYM Node: 531 Direction: ~-HO_R~I_Z~~Elev:263-8 ' Sfi8"Angle:~--~~

Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-140

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Damping: o.oos,0.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-141

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Acceleration Spectra for WETWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 131 Direction: __V_E_R_T_ _Elev: 205 '-11 "Angle: __ - __

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Load Case: CHUG 700 SYM/700A ASYM Node: 841 Direction: __V_E_R_T_ _Elev: 312'-8" Angle: __- ___

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Load Case: CHUG 700 SYM/700A ASYM Node: 231 Direction: __V_E_R_T_ _Elev: 236'-2" Angle: __-_ _

Damping: o.oos,o.01,0.02,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-149

10 'J 1 fJ r; * ~

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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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-150

HORIZONTAL EAST-~TEST DIRECTION I I I I MODE I FREQUENCY I PARTICIPATION I No. I (Hz.) I FACTOR I I I I I I 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 I I MODE I FREQUENCY I PARTICIPATION No. I (Hz.) I FACTOR I I 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN A88E88MENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (HORIZONTAL STICK MODEL)

FIGURE 3A-151

MODE1 MODE2 MODE3 MODE4 f1 = 3.26 f 9.32 f = 14.13 !A= 19.96

-1 = -88.86 '2 =

= -30.69 11 = -2S.SO ,,4 = 16.62 MODES MODES MODE7 MODES

!.s = 26.S3 ls= 37 .29 f7 = 49.0S ~ = 67.25 Y's =-13.ss "s = s.4o ~1=-13.S2 , 8 = 16.85 NOTE:

f =FREQUENCY (Hz) j1 =PARTICIPATION FACTOR LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MSIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE HORIZONTAL N-S MODE SHAPES FIGURE 3A-152

MODE 1

• MODE 2 MODE3 MODE4 f1 = 3.96 ~ = 12.50 f = 18.77

~1 = -89.98 P2 = -32.68 ~ = -22.52 MODE5 MODE 6 MODE7 MODES

!.s =

'5 ==-12.80 f 31.63

\ts=

44.39 4.77 f7 = 58.78

-7 = 15.41

!a= 76.17 li'a =10.s1 NOTE: LIMERICK GENERATING STATION UNITS 1AND2 f =FREQUENCY Hz UPDATED FINAL SAFETY ANALYSIS REPORT r6 =PARTICIPATION FACTOR DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE HORIZONTAL E-W MODE SHAPES FIGURE 3A-153

I I MODE I FREQUENCY I PARTICIPATION No. I (Hz.) I FACTOR I I I

1 2

2.00 3.01

' 20.14 11.16 3 3.28 -10.05 4 4.07 -13.13 5 4.25 -27.59 6 4.2E! -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. 7 5 -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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREAND CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (VERTICAL STICK MODEL)

FIGURE 3A-154

_J t_

L- ....

J MODE No. 6

_T FREQUENCY= 4.28 Hz PARTICIPATION FACTOR = -24.40 f- _r I/

v

_T LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES FIGURE 3A-155

t J MODE No. 12

_T FREQUENCY= 5.91 Hz PARTICIPATION FACTOR= 17.06 t_ _r

_r LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A*156

J t J MODE No. 13

_r FREQUENCY= 7.82 Hz PARTICIPATION FACTOR= -59.71

t. _r

_r LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY- ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-158

t J MODE No. 16

_T FREQUENCY= 11.29 Hz PARTICIPATION t _r FACTOR= -18.72

_f LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-159