Latest revision as of 03:43, 16 March 2025

Text

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
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EL3U'*.f' T. 0.S. EL. 312'* 8"

".p BASE MAT REMOV48lf SMIELDIN& PLUliS

_n EQUIPMENT MAT&M WITH PERSONNEL LOCK IN MATCM DOOR DINKOMER VEMT PIPES (8?-24".B'>

VENT PIPE RESTRAINT SYSTEM (EL 203'-5")

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

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

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSl;SSMENT REPORT SUPPRESSION CHAMBER AND PEDESTAL INTERIOR -

SECTION VIEW FIGURE 3A-2

27.0~--

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s 210*;;.~ ____ -.

A.D.S. VALVES. H,M,K.E.S PL A N AT EL 181 '- 11"

+----+------goo LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT QUENCHER LOCATIONS AND ORIENTATION FIGURE 3A-3

EL. 206' - 2" EL. 193' - 11" EL.181'-11" CONT.

IALL CD 24 + 14.7 + 10.51 = 49.21 psia Cl) 24 + 14.7 + 5.2 = 43.9 psia 0+14.7+0=14.7psia BASEUT 9 HIL PEDES-TAL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT VENT CLEARING PRESSURE DISTRIBUTION FIGURE 3A-4

P 1 = 53.64 psi a P2 = 48.25 psia P3 = 58.76 psia IA SE MAT 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOLSWELL AIR BUBBLE PRESSURE ON SUPPRESSION POOL WALLS FIGURE 3A-5 Rev. 5, 4/96

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

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('11Sd) 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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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT WETWELL, DRYWELL, AND AIR BUBBLE PRESSURES DURING POOLSWELL FIGURE 3A-6 Rev.5, 4/96

NOTE: The information presented in this figure is historical and ls 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

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LIMERICK GENERATING STATION UNITS 1AND2 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

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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.

Q Q.n I

Q LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOL SURFACE VELOCITY DURING POOLSWELL FIGURE 3A*8 Rev.5, 4/96

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

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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.

M M

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0

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I ci LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOL SURFACE VELOCITY VERSUS POOL HEIGHT FIGURE 3A*9 Rev.5, 4/00

U.:I) l.Hm3H 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

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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT POOL HEIGHT DURING POOLSWELL FIGURE 3A*10 Rev.5, 4/96

~o 40

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w a:

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

100 101 102 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

206'-2"

_______ L__ POOL SURFACE (HIGH) z 0

~

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

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0 5

10 0

TIME (MSEC.)

0 5

10 TIME (MSEC.)

5 10 TIME (MSECJ, 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

IO

]

IO

I

< e ct 30 TIM( 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.

DRYWILL 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 tt2 LIQUID BREAK)

FIGURE 3A-16 Rev. 5, 4/96

375 lOD 27S 250 E

2~

Ill I:

200 c

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115 150 125 100 IUPP"EalON POOL

71) 10 1 101 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SHORT* TERM CONTAINMENT TEMPERATURE RESPONSE FOLLOWING AN INTERMEDIATE SIZE BREAK (0.1 tt2 LIQUID BREAK)
FIGURE 3A-17 Rev. 5, 4/96
JOO u:
~
w a:
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w
a.
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w 100 TIME (sec)
CONTAINMENT TEMPERATURE RESPONSE FOLLOWING SMALL BREAK 30
~
w er 20 WETWELL Vl Vl w
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10 0~~~~~4--L~~~~
10*1 10° 101 102 103 104 TIME tsecl CONTAINMENT PRESSURE RESPONSE FOLLOWING SMALL BREAK NOTE: The information presented In this figure is LIMERICK GENERATING STATION UNITS 1AND2 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.0. SLAB ir:=~=*'*** ~-EL. 234' - 5" 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"
,).
~.
r.
HIGH WATER LEVEL EL. 206' - 2"
~ '* t---t---.............---+-+----~--+--+---+-.....o:;.._+---+----i I
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MAXIMUM VENT SUBMERGENCE
= 12' - 3" B.O. VENT PIPE EL. 193' - 11" DIAPHRAGM SLAB SUPPORT COLUMN 12'-0" T.O. SLAB L_...I..._ _____
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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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Zw
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m LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE CONTAINMENT WALL AND PEDESTAL FIGURE 3A-20 Rev. 5, 4/96
0 u
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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.
0
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0
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Z <
0
>u ci LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE BASEMAT AND LINER PLATE FIGURE 3A*21 Rev.5, 4/00
111.-..-
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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.
ii.::
ct w-o a:
m c.J w
!!?
w
~
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LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE DRVWELL AND DRYWELL FLOOR FIGURE 3A*22 Rev.5, 4/96
CJ z CJ CJ
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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!.,, -
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~~
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mmm 000 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE COLUMNS FIGURE 3A-23 Rev.5, 4/96
0 0
0 :I
u
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~ tj ct" w
1-cn
~*
c( 0 CD c(
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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.
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x i
I AP.
Zw
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Z CD 0 en c( 0 CD z c(
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Z Z CD 0 c( -
c( c( c(.
CD CD CD coo LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE DOWNCOMERS FIGURE 3A*24 Rev. 5, 4/Yb
~
u.
C( 0 m C(
..I 0
..I..I C(
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= o *
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I 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.
0
-~
N 0
-~ -
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE DOWNCOMER BRACING SYSTEM FIGURE 3A*25 Rev.5, 4/96
1 1
-s
.8
.5
~
ii
~
c II
ll c:r I
1
a.
a.
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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,,
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~
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u.
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0 w-a:
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Ill ID m coo LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LOCA LOADING HISTORY FOR THE WETWELL PIPING FIGURE 3A-26 Rev.5, 4/96
LINE No.
QTY SYSTEM PENE-TRATION NO.
16"-HBB-120 4
CORE X-206A, SPRAY B,C,D 24"-HBB-117 4
RHR X-203A, B,C,D 6"-HBB-102 1
RCIC X-214 16"-HBB-109 1
HPCI X-209 EL.A LGS UFSAR TYPE OF PENE-TRATION EMBEDDED EMBEDDED EMBEDDED EMBEDDED A
'192'-0" 192'-0" 192'-9 1/8" 193'-5" ELEVATION DIMENSION x
B c
192'-0" 192'-0" 1"-8" 192'-0" 192'-0" 1 "-11" 192'-0" 191'-2 7/8" 0'-11 5/8" 192'-0" 190'-7" 1'-6" 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
PENE*
LINE No.
QTY SYSTEM rRATIO~
No.
16" -H BB-220 4
CORE X*206A, SPRAY 8,C,D 24"-HBB-217 4
RHR X-203A, a.c.o 6"-HBB-202 1
RCIC X-214 16"-HBB-209 1
HPCI X-209 LGS UFSAR TYPE OF PENE*
TRATION EMBEDDED EMBEDDED EMBEDDED EMBEDDED ELEVATION DIMENSION A
B c
x 192'-0" 192'-0" 192'-0" 1'-8" 192'*0" 192'*9 1/8""
193'-6" 192'-0" 192'*0" 1'*11 **
192'-0" 191'*2 718 0'*11 511*
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" B
4"-HBD-171 2
i~llv
~:11 8
EMBEDDED 207'-8" 1*'-11" 1'-0" 20T.O" a
1 O" -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---
D!
Q
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EL. A
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(
~
I v
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~
EL. B
~
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EL. B I
~
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
4 "-HBD-288 1
HPCI X-236 EMBEDDED 207'-6" 199'-11" 1 '.0" A
24"-HBD-289 1
HPCI X-210 SLEEVE 199*.11" 6'-9" r--.1"':"
207'-6" r-**.;*.
B 4"-HBD-271 2
iP.rlv
~:JIB EMBEDDED 207'-6" 199'-11" 1 '-0..
207'.0" B
1 O" -HBD*268 2
i~.rlv
~=~8~~
EMBEDDED 219'.(J" 199'-11" 1 '-9"
V I
EL.A 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" Ll~NFf>LID 15° c
4 "-HCB-206 1
X-231A SLEEVE 207'-S" 207'-2112" 213'-9 1/2"
.J i RA AT EL.B h~~~TiouD c
4"-HCB-207 1
X-2318 SLEEV~
207'-6" 207'-31/4'"
213'-9 5/8"
\\
I 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. 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 A
12"-GBC-101
3 M.S.R.V. DISCHARGE PIPING 186'*6" GBC-201 UNESC,B,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 EL 232'*0" MAX POOL SWELL HEIGHT EL 226'-8"
_E_L_2_03_'-_5_" _____,
I TW.....,O DIRECTIONAL I
HORZ RESTRAINT_S __
~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
DWG No.
A B
LINE No.
6"-GBC-112 6"-GBC-112 QTY 1
1
. -~...
b -
PENE-RADIUS SYSTEM TRATION OF SPRAY No.
RING, R RHR X-205A 21 '-6" RHR X-2058 32'-8" r
x -
'-----"'~- _ EL. A __ _
J DRAWING A
. t>"
ELEVATION DIMENSION A
B c
x 222'-4 1/2" 229'-113/W 230'-6" 3'-8" 222'-4 1/2" 230'-6" 3'*6 11/16" EL. C ----
x H
r-----4~l-----41~---:> ---EL. B ----
~..
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
DWG No.
A B
PENE*
RADIUS ELEVATION DIMENSION LINE No.
QTY SYSTEM TRATION OF SPRAY No.
RING,R A
B c
x 8"*GBC*212 1
AHR X*206A 21'-8112" 222'-4 1/2" 229'*113/r 1
230'*6" 3'-8" 8"-GBC*212 1
AHR X-2068 32'-8" 222' -4 1 /2
230'*6" 3'*611/16" EL.C *---
-~~-j x~
a--
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x H
r,-----~~-------+1-------~----~-------
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
CONTAINMENT NOTE:
X *AXIS IS IN PLANTE-WAND Y *AXIS IN PLANT N-S DIRECTION 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 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0
10 20 30
'3*0.00063 FREQUENCY 40 (Hz.)
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
25' 5 _!_
.! 1' (TYPICAL)
EL. 410' o*r-tfvPICAL) 68 25' 58' 12.5' 7
l
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40.25' IP I 1t_
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19' 34 128 lfU 2§ 25-4 z j.
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21 19.5' J f_"'.:
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, EL 313' i
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m:a: RIGID MEMBER o PIN CONNECTION e NODAL POINT W/MASS NODAL POINT W/OUT MASS
~ y i"l.j TYPICAL
~~+4-+-+-+~~-+-+-+-+-1~+-t-+--t------t----------r---------;-~1~ ~DAMPER l!
8@5' 4
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
58'
..... --25'~
2 1
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~t *.,.._ __ 40.25* ___
I 283' 6
34 14' 35-4269' 7
36 16' 9)--_...._0_9 - _ !@-t-253' 37 8
-~+14' 239' 42 22' S">---4------U* __ T_; 1 217' 44~
10 47 16'
..;-~201' 24' 177' "T
19.5' LEGEND cz:::a RIGID MEMBER o
PIN CONNECTION e NODAL POINT W/MASS e
NODAL POINT W/OUT MASS IS BEAM ID NO.
@ TRUSS ID NO.
NODAL POINT ID No.
LIMERICK GENERATING STATION UNITS 1AND2 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' 237' 200' --
N-S DIRECTION --/
E-W DIRECTION ELEVATION 410' 352' 333' 313'
-- 283' 253' 201' 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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FIGURE 3A-38
NOTE: MISCELLANEOUS PIPING
~~THAT IS LATERALLY SUPPORTED ON THE BRACING SYSTEM IS NOT SHOWN.
1eo*
PLf,)._N A.T ELE.Vt>.TiO~ 2.C3'.~'
11"*1'-d
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ALTERNATE DETAIL OF 1151tV PIPf
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~/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@
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM DETAILS FIGURE 3A-40
PEDESTAL---~-
HYDROSTATIC (POSITIVE) 10.4 psi SRV all (NEGATIVE) 1.5*(5.19) = 7.8 psi TOTAL (POSITIVE)
PRESSURE MULTIPLIER 2.6psi 10.4 psi
+
7.8 psi 11 2.6 psi

CONTAINMENT WALL 24' BASEMAT 18' 6'

7.8 psi 18' 6'
2.6 psi LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES NORMAL CONDITION FIGURE 3A-41
HYDROSTATIC (POSITIVE)
WElWELL(POSITIVE)
PRESSURE DUE TO SBA OR IBA*
PEDESTAL 10.4 PSI
+
CONTAINMENT WALL
~
--......BASE MAT 25 PSI.,._-+----.....--...------'-"---'
NOTE:
WETWELL PRESSURE DUE TO DBA*30.6 PSI 25PSI 11 35.4 PSI TOTAL CONST ANT POSITIVE PRESSURE PEDESTAL
sRv ADS (NEGATIVE) 7.8 psi ~-....----....-----~~
7.8 psi 1-13.292' 1 CHUGGING F AXISVMMETRIC (NEGATIVE) 10.708 b
+
10.708' 16.00 psi
+
v
-=-
11
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__..,......._. ________ 1..--______......,..,__,,j TOTAL CYCLIC NEGATIVE PRESSURE CONTAINMENT WALL 18' 7.Bpsi 6'
7.8 psi 5.7 psi 7.042' 9.333' 9.8 psi
~
7.626' 7.042' 8.75 psi 9.333' 16.90 psi 7.826' 17.BOesi ~
PEDESTAL 17.80 psi CONTAINMENT WALL 15.20 psi BASEMAT NET PRESSURE*
TOTAL POSITIVE PRESSURE+ TOTAL NEGATIVE PRESSURE LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES ABNORMAL CONDITION FIGURE 3A-42
L!)
Ln ~
cO N N@
N BASEMAT BOTTOM OF DIAPH. SLAB 4
5 6
7
/
DOWNCOMER 24" ¢ SCH 20

0-- MIDPOINT 8

9 10 11 12 15 16 WATER LEVEL 1 TO 19 NODAL POINTS CD TO STRAIGHT PIPE ELEMENT
@ SPRING-DAMPER ELEMENT 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~
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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 20 g
16
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12
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a 8
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,.,......- UNLOADED TRAY & CONDUIT r-- --*--*---~------*--*--*--
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
z x
e POINTS WHERE RESPONSE SPECTRUM CURVES ARE FURNISHED FOR HYDRODYNAMIC LOADING 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.
\\\\
11 11 I 11 1}.,.___.._..
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*
~'--
II II
~
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 I
II 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 I I I I I I I
MODE11 (WITH WATER MASS) f = 19.60 Hz 11 I I I I I I I
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
I I I I II MODE15 (WITH WATER MASS) f = 26.42 Hz I I I I I I I I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-62
I I I I MODE16 (WITH WATER MASS) f = 27.88 Hz I I I I I I I I I
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
I I I II II 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 l I I I MODE 21 (WITH WATER MASS) f = 34.87 Hz I
I~
I I II i J!
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
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131 Node:
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8 100 FREQUENCY CPS Acceleration Spectra for PEDESTAL Load Case:
SRV -
ASYMMETRIC 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 SRV ASYMMETRIC DIRECTION X FIGURE 3A-91
PERIOD-SS:-C.
100 1.0 0.1 0 01
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FREQUENCY-CPS Acceleration Spectra for ~-P_E_D_E_S_T_A_L __ ~----~----------~~
Load Case:
SRV -
ASYMMETRIC Node:
531 Direction:
HORIZ Damping: o.oos,0.01,0.02,0.os Elev :263!-s5/s" Angle:
0° 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.
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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:;.
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Load Case:
SRV - ASYMMETRIC Node:
131 Direction:
VERT Damping: o.oos,o.01,0.02,0.os Elev:205 '--11 "Angle:
0° LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-94
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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:;.
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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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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
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8 100 FRFQUENCY-CPS Acceleration Spectra for PEDESTAL Load Case:
SRV - ASYMMETRIC Node:
211 Direction: __
V_E_RT __ Elev: 236'-2" 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-98
10.0 2
PERIOo-~i::c.
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6 8
1.0 2
6 8 10.0 2
4 6
8 100 FREQUENCY-CPS Acceleration Spectra for PEDESTAL
~-------~~-~-----
Load Case:
SRV - ASYMMETRIC Node:
531 Direction:
5,..
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==-~~~~
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SRV -
ASYMMETRIC Node:
841 Direction:
VERT Elev: 312'-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 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-'"'-':.
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Load Case:
SRV - ASYMMETRIC Node:
252 Direction:
VERT 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
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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.
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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
100
2S 0 I PERlOD-~C.
1.0 FREQUENCY-CPS 0.1
--r-,
(; 01 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
z 0
I-
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2 PERIOD-S[C 4
FREQUEW: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° Damping: o.oos,o.01,0.02,o.03
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:.
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8 10.0 2
4 6
8 !00 FREQUENCY-CPS Acceleration Spectra for __
P_ED_E_S_T_A_L __________
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
10 0 II I I I I
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10 I I I i I I
- -!- I I
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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 ___________________________________ __
Node:
531 Direction:
5..
HORIZ Elev: 263 1-8 Ys 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-108
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SH_I_E_L_D_W_A_L_L ________
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 Damping: o.oos,0.01,0.02,o.os Elev:205'-ll"Angle:
0° LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-110
10.0 0.1 PERIOD-----:.
1 0 c J
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8 100 Acceleration Spectra for __
WE:.:.=TW~EL;;;.;;L~WAL=L=--------
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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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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4 6
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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
1 'JC
c'.,
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c 10.0 2
4 6
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P_E_D_E_ST_AL __________
Load Case:
C04B Node:
211 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 CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-114
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VERT Damping: o.oos,0.01,0.02,0.03 NOTE:
1. 0.05 DAMPING NOT INCLUDED.
Elev:263'-85/s" Angle:
0° 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.
JOO I 0 0.1 001
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0 l 2
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4 6
8 10.0 2
4 6
8 100 FREQUFNCY CPS Acceleration Spectra for __
S_H_I_E_LD_W_AL_L ________
Load Case:
C04B
~---------~---------~
Node:
841 Direction:
VERT 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 Z FIGURE 3A-116
PERIOD-C::J:C 10.0 1:1111~
1 0 r,;
0 CJ;
--i----;--------------.-------1-:----~.
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0.1 2
4 6
8 1 0 2
6 8 100 2
4 6
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DI_A_P_H_RA_G_M_S_LA_B _______
Load Case:
C04B

~

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 CONDENSATION OSCILLATION DIRECTION Z FIGURE, 3A-117
z 0
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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
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WE __
TW __
E_L_L __
W_AL __
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
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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
10.0 I I l I
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CO FOR COMBINATION WITH ADS Node:
331 Direction:
HORIZ 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 WITH ADS DIRECTION X FIGURE 3A-121
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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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 : ___ 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 Node:
531 5..
_H_O_R __ I_Z __ Elev:263-8,eAngle :_0_
0 __
Direction:
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-124
10.0 1.0 0.1 0.01 II l I
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W_AL
__ L ____________________ ~
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.
10.0 1.0 0.1 0.01 I I ii I I I
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6 8
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4 6
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Load Case:
CO FOR COMBINATION WITH ADS Node:
131 Direction:
VERT 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 DIRECTIONZ FIGURE 3A-126
PERIOo-o.c:c.
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c.ao L_~_J~J___J__LJ_JLLLJ_~~J__J~L.J~~~~~=t==J:.J_J_Ll_l:ij 0.1 2
4 6
8 1.0 2
4 6
8 10.0 2
4 6
8 100 FREQUENCY-CPS Acceleration Spectra for WETWELL WALL Load Case:
CO FOR COMBINATION WITH ADS 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 WITH ADS DIRECTION Z FIGURE 3A-127
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4 6
8 100 FREQUENCY -CPS Acceleration Spectra for ~--D_R_YW
__ E_L_L _______________________ ~
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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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'-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 Z
~IGU'1E 3A-128
PERIOD-c-rc.
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4 6
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4 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: 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;.
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CO FOR COMBINATION WITH ADS Node:
531 Direction:
VERT Elev :263'-s5/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 1 0 0.1 0.01 I II I I I
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12---l--~4--L---16--L..~s-L-J 100 FREQUENCY-CPS Acceleration Spectra for SHIELD WALL Load Case:

CO FOR COMBINATION WITH ADS None:
841 Direction: __
V_E_R_T ____ 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 DIRECTIONZ FIGURE 3A-132
PERIOO-~.r~.
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4 6
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4 6
8 100 FRFQUENCY-CPS Acceleration Spectra for DIAPHRAGM SLAB Load Case:
CO FOR COMBINATION WITH ADS Node:
231 Direction: __
V_E_R_T __ Elev: 236 '-2" 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 Z FIGURE 3A-133
PERIOD-C:-r.c.
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D_I_A_P_H_RA
__ G_M_S_L_A_B ______________ _
Load Case:
CO FOR COMBINATION WITH ADS Node:
252 Direction:
VERT 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 WITH ADS DIRECTIONZ FIGURE 3A-134
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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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1 FREOUENrY-crs Acceleration Spectra for WETWELL WALL Load Case:
CHUG 700 SYM/700A ASYM Node:
291 Direction:
HORIZ Damping: o.oos,0.01,0.02,0.os Elev: 236 '-2" Angle: ----
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-136
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FRfOLJEN()-rrs 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
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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
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FREOUENC'J'-[P'.J Acceleration Spectra for PEDESTAL Load Case:
CHUG 700 SYM/700A ASYM Node:
211 Direction:
HORIZ 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,
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CHUG 700 SYM/700A ASYM Node:
531 Direction:
Sfi
~-HO_R~I_Z~~Elev:263-8 8"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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Load Case:
CHUG 700 SYM/700A ASYM Node:
841 Direction: __
HO_R_I_z __ Elev: 312 '-8" 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-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: __
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-142
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Acceleration Spectra for WETWELL WALL Load Case:
CHUG 700 SYM/700A ASYM Node:
291 Direction:
VERT 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 Z FIGURE 3A-143
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--.,---,--~r-c--,----:-------r-----:----r-~,..-~--:-
FREQUENCY -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: 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 Z FIGURE 3A-144
Ll I a If' z
0 a
a::
w
_J w
u u a:
_J a
CY LJ UJ a...
Vl 10 '.)
1 Q
c. !
F RE 0 l ! f "'J (Y - [ r.r, 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: 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-145
z D
c:
O'.:
Lu U*
w
(_;
a:
_J a
()'
LJ IJ..1 u.__
L'*
l 0 r; 1 IJ n,
~.
I--,--
T-----*-- I
l. c;o

,.---- T I

i 0.75 1---~~-+---t-~t--+-+--t-t-+-+~~~+-~-+--+--+-+--+--+-+-+-~~--+~--l~-+--+--+-+-+-+-I FREQUfNCY-LPS Acceleration Spectra for PEDESTAL Load Case:
CHUG 700 SYM/700A ASYM Node:
211 V_ER_T ___ Elev: 236 '-2" Angle: __
Direction:
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-146
G I
CI t./'1 z
0 er 0::
w
......J w
w w a:
......J a:
CY u
1.1.J a..
lf)
~~RICO SEC.
10 'J 1 I)
Q 1 I
I I
I I
I I
I I
I 1
I 1
I 1
0. 50 l----4---+--+.--4---+--i~..+-+---~--+-----+----l--+-+--l--l~U- ----+--+--+-+-*+-- t--t--
FREOUENCY-CP'>>
Acceleration Spectra for ~--P_E_D_E_S_T_A_L ________________________ _
Load Case:
CIIDG 700 SYM/700A ASYM Node:
531 Direction:
VERT Elev :263'-s5/8*"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-147
u I a z
D l-a Q;:
w
_J w
LJ
'._)
a
_J a
CY 1-u U.J CL lfl P~~!OO SEC 10 s 1 0
'j
'~ !
I I I
I I
I I
1 1
1 1
~-
!.')Q,---~--~--~---.----T-------*~----.---,.---------------~------ --
I I
-~~.!____........1~...L-~'.__L___~_UJ_~~"
'3
!OS FREOUENCY-rrs Acceleration Spectra for ___
S_H __ I_E_L_D ___ W_AL
__ L ______________ _
Load Case:
CHUG 700 SYM/700A ASYM Node:
841 Direction: __
V_E_R_T __ Elev: 312'-8" 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 Z FIGURE 3A-148
u I er z
D 1-u ci:::
UJ
_J UJ u
u er
_J u
er*
f-*
L.J LL!
CL 10 s r' i I
I
!. 50
!. 25
!. 00 0.75
0. '>0 0.25 0.00
'.)
1 2
P~R!OD SE. l.
I Q
0, 1
'J s, I
I I
I I
I I
I I
I I
I I
I I
I ' -I II I
I T-- ---- ~ T--*---- -- -
r+ r I I
I 1 I I
i I
I I
I I
I i
I I
I
~\\ [
I I
I
\\~I I
I i
I
\\
I I n
\\ ~
f
\\ '\\ '--
I I
I
\\
I I
I i
a;J i
I I
I I
I I
I
//
v i
I I
~
I I
~~i i
I I ~---~~-J _____ L
___ __L_1_ll_ __ '-~
'3 I G
'1
'J l G '.J 2
r:,
'l I G'.J FREOL!fNC"Y-Cr>r, Acceleration Spectra for ___
D_I_A_P_H_R_A_G_M_S_L_A_B~~---~----~-
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
Ll I a U'
D l-a Q::.
w
_J w
w LJ a:
_J a:
CY t-u LU
u.
(!',
10 'J 1 fJ r; * ~
i I
I I
I I
I I' I l
I 1
I I
I I'

r-i I

I I
I i
I
3. 0 ---~--~-~-~~*-----
, ITi I
2.5 1-----+---+---+~~-+-~-+----+--+--+--+--+--<~++---+--+--+---+--+--+---i-+-I I
I I
I I
2.0 I-----+---+---+~~-+-~-+----+--+-+--+-+-~++--~ t~
'----~
1n I
I 1n I
FRfOUfNrl-l r~
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
NOTE:
MODE1 f1 =
3.26
-1 = -88.86 MODES
!.s = 26.S3 Y's =-13.ss f =FREQUENCY (Hz) j1 =PARTICIPATION FACTOR MODE2 f
=
9.32
'2 = -30.69 MODES ls= 37.29 "s = s.4o MODE3 f
= 14.13 11 = -2S.SO MODE7 f7 = 49.0S
~1=-13.S2 MODE4
!A= 19.96
,,4 = 16.62 MODES
~ = 67.25
, 8 = 16.85 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
NOTE:
MODE 1
f1 =
3.96
~1 = -89.98 MODE5 f
= 31.63
'5 =-12.80 f =FREQUENCY Hz r6 =PARTICIPATION FACTOR MODE 2
~ = 12.50 P2 = -32.68 MODE 6
!.s = 44.39
\\ts= 4.77 MODE3 f
= 18.77
~ = -22.52 MODE7 f7 = 58.78
-7 = 15.41 MODE4 MODES
!a= 76.17 li'a =10.s1 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 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 2.00 20.14 2
3.01 11.16 3
3.28
-10.05 4
4.07
-13.13 5
4.25
-27.59 6
4.2E!
-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_
J L-....
_T f-
_r I/
v
_T MODE No. 6 FREQUENCY= 4.28 Hz PARTICIPATION FACTOR = -24.40 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
_T t_
_r
_r MODE No. 12 FREQUENCY= 5.91 Hz PARTICIPATION FACTOR= 17.06 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
_r t..
_r
_r MODE No. 13 FREQUENCY= 7.82 Hz PARTICIPATION FACTOR= -59.71 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
_T t
_r
_f MODE No. 16 FREQUENCY= 11.29 Hz PARTICIPATION FACTOR= -18.72 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-159

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ML21133A069: Difference between revisions

Latest revision as of 03:43, 16 March 2025

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