ML22278A243
| ML22278A243 | |
| Person / Time | |
|---|---|
| Site: | Limerick  |
| Issue date: | 09/19/2022 |
| From: | Constellation Energy Generation |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML22278A223 | List:
|
| References | |
| Download: ML22278A243 (162) | |
Text
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fL~Z8**4" T. 0.5. EL. 312'. 8"
__n EQUIPMENT \otATIiW WITH PERSONNEL LOCK IN HATCM DOOR
- "'I' DINKOWER V£)Il PIPES (87*24".9')
VENT PIPE RESTRAINT &Y&TEM eEL 203'-5") I 88'-0" I.D, CONe. REACTOR BLDG. WALL CSECl>>.IDARY CTMT.)
SECONDARY tOIlTAINMENT GAP BASEMAT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CROSS SECTION OF CONTAINMENT FIGURE 3A-1
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DESIGN ASSESSMENT REPORT SUPPRESSION CHAMBER AND
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FIGURE 3A-2
S 210*;;'~ _ _ -. PLAN AT E L 181'- II"
- A.D.S. VALVES. H,M,K.E,S LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT aUENCHER LOCATIONS AND ORIENTATION FIGURE 3A-3
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EL.181'-11" 11 1 ~ 1I I I BASEMAT CD 24 + 14.7 + 10.51 = 49.21 psia CD 24 + 14.7 + 5.2 = 43.9 psia @ 0+14.7+0=14.7psia LIMERICK GENERATING STATION UNITS 1 AND 2 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" IASE .. AT P1 = 53.64 psia 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 1 AND 2 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
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M ("ISd) 3~nSS3~d LIMERICK GENERATING STATION NOTE: The information presented in this figure is UNITS 1 AND 2 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
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LIMERICK GENERATING STATION NOTE: The information presented in this figure is UNITS 1 AND 2 historical and Is 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
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NOTE: The information presented in this figure is LIMERICK GENERATING STATION historical and is based on the original design UNITS 1 AND 2 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
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FIGURE 3A-9 Rev. 5, 4/96
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o o o o o o ci oN (1.:1) l.H~13H LIMERICK GENER ATING STATIO N NOTE: The information presented in this figure is UNITS 1 AND 2 historical and is 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 ASSES SMENT REPORT operating conditions. The results presented POOL HEIGHT here reasonably represent the general characteristics of the pressure response DURING POOL SWEL L during pool swell. FIGURE 3A*10 Rev. 5, 4/96
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w a: CL 20 O~--------------------------------------------------------------~------~ 100 10' 10 2 FREQUENCY "-iI' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESlGN A~SESSMENT REPORT PRESSURE-RESPONSE-SPECTRUM ENVELOPE FOR TIME PERIODS SELECTED FOR CO LOAD DEFINITION FIGURE 3A-11
_______L__ POOL SURFACE (HIGH) 206'-2" VENT EXIT z o
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CONTAINMENT FLOOR 181'-11' PRESSURE. DETAIL OF PRESSURE DISTRIBUTION DRYWELL WETWELL AIRSPACE VENT POOL SURFACE (HIGH) PRESSURE ON CONT A/NMENT 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
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Ii TIII'IIK' LIMERICK GENERATING STATION UNITS 1 AND 2 NOTE: The information presented in this figure is UPDATED FINAL SAFETY ANALYSIS REPORT historical and is based on the original design DESIGN ASSESSMENT REPORT basis conditions. Refer to Figure 6.2-3A for the SHORT-TERM CONTAINMENT recirculation line break results for current PRESSURE RESPONSE plant conditions. FOLLOWING RECIRCULATION LINE BREAK FIGURE 3A-14 Rev. 5, 4/96
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DRYWfll SUf'Ptltf SSION POOL
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NOTE: The information presented In this figure is LIMERI CK GENER ATING STATIO N UNITS 1 AND 2 historical and Is based on the original design basis conditions. Refer to Figure 6.2-4A for the UPDATED FINAL SAFETY ANALYSIS REPORT recirculation line break results for current DESIGN ASSESSMENT REPORT plant conditions. SHORT-TERM CONTAINMENT TEMPERATURE RESPONSE FOLLOWING RECIRCULAnON LINE BREAK FIGUR E 3A-15 Rev. 5, 4/96
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FIGURE 3A-17 Rev. 5, 4/96
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10 o~~~~~~~~~~ 10-1 100 10 1 10 2 10 3 10 4 TIf\*1E tsecl CONTAINMENT PRESSURE RESPONSE FOLLOWING SMALL BREAK LIMERICK GENERATING STATION UNITS 1 AND 2 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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- I MAXIMUM POOL SWELL EL. 225' - 8.12" MAXIMUM POOL SWELL HEIGHT = 19.51'
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= 12' - 3" B.O. VENT PIPE EL. 193' - 11" DIAPHRAGM SLAB SUPPORT COLUMN 12'-0" T.O. SLAB L-~_ _ _ _ _ _ _~-:-_~_..L.-::-~-:-.~":"""
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LIMERICK GENERATING STATION UNITS 1 AND 2 NOTE: The information presented in this figure is UPDATED FINAL SAFETY ANALYSIS REPORT 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 history. THE CONTAINMENT WALL AND PEDESTAL FIGURE 3A-20 Rev.5,4/96
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LIMERICK GENERATING STATION UNITS 1 AND 2 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 FIGURE3A*21 Rev. 5, 4/96
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LIMERICK GENERATING STATION UNITS 1 AND 2 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
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FIGURE 3A*25 Rev. 5, 4/96
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LGS UFSAR UNE No. QTY SYSTEM PENE- TYPE OF ELEVATION DIMENSION TRATION PENE- X NO. TRATION A B C 16"-HBB-120 4 CORE X-206A, EMBEDDED '192'-0" 192'-0" 192'-0" 1"-8" SPRAY B,C,D 24"-HBB-117 4 RHR X-203A, EMBEDDED 192'-0" 192'-0" 192'-0" 1"-11" B,C,D 6"-HBB-102 1 RCtC X-214 EMBEDDED 192'-91/8" 192'-0" 191'-27/8" 0'-11 5/8" 16"-HBB-109 1 HPCt X-209 EMBEDDED 193'-5" 192'-0" 190'-7" 1'-6" X
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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. CTY SYSTEM rRATIO~ PENE* DIMENSION No. TRATION A B C X 16" -H BB*220 4 CORE X*206A, EMBEDDED 192'-0" 192'.o" 192'.o" SPRAY 8, C,D 1'" 24"-HBB-217 4 RHR X*203A, EMBEDDED 192'*0" 192'.o" 192'*0" 1'*11" a.C~D 6"-HBB-202 1 RCtC X*214 EMBEDDED 192'*9 1/8" 192'.o" '8,'*2718 0'." 518-16"-HBB-200 1 HPCI X*209 EMBEDDED 193'-6" 192'.o" 190'*7" ,' "'~_X_~~,
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DWG PENE- TYPE OF ELEVATION DIMENSION LINE No. IaTY SYSTEM TRATION PENE* No. No. TRATION A B C X B 4"-HBD*187 1 HPCI X*212 EMBEDDED 207'~" 1.'*11" - 1'.()" B 4"*HBD*188 1 HPCI X*231 EMBEDDED 207'~ 1.'*11" - 1'.()" A 24"*HBD*189 1 HPCI X*210 SLEEVE 207'" 192'-8" - e'*9" 207'-8" B 4"*H8D*171 2 i~.rlY ~:iIB EMBEDDED 2Or.o" 1.'*11" - 1'-0" B 10"*HBD*189 2 i~.rIY ~:i8J~ EMBEDDED 218'.0" 1.'-11" - 1'*1" A 18"*GBD*143 2 RHR X*204A.1B SLEEVE 219'.()" 187'-8" - 2'*e" A 4"*GBD*144 2 RHR X*226A.8 SLEEVE 207'.0" 189'*11112" - 0'*1" A 12"*HBD-173 1 RCIC X-215 SLEEVE 207'-6" 1.'-11" - 2'*8" B e"*HBB*139 1 RHR X*240 EMBEDDED 207'*31/4" 1.'*81/4" - 1'*3" A 10"-HBB-140 1 RHR X-238 SLEEVE 207'*9" 1.'*11" - 1 '-8" A 10"-HBB*140 1 RHR X*239 SLEEVE 207'*1" 1.'*11" - 1'*e" C 4"*HCB*1 06 1 h~~,lOLiD X*231A SLEEVE 207'-51/16" 2Or*33/8" 213'*83/4" - C 4"-HCB-107 1 h~~,f>LlD X*231B SLEEVE 207*53/8" 2OT*25/8" 213'*8112" - B 2"*HBD*367 1 fLbt~Wa,fgaSLING X*217 EMBEDDED 207'~ 199'*11" - 0'-8" B 2"*HBD*366 1
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L-r'" . EL. B I I i------ EL. B ~ El. B LIMERICK GENERATING STATION UNITS 1 AND 2 DRAWING A DRAWING B DRAWING C UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 1)
-SHEET 1 OF2 FIGURE 3A-28
DWG PENE- TYPE OF ELEVATION DIMENSION No. LINE No. IaT~ SYSTEM TRATION PENE-No. TRATION A B C X B 4"*HBD*287 1 HPCI X*212 EMBEDDED 207'-6" 199'*11" - 1'*0" B A B B 4"*HBD*288 24"*HBD-289 4"*HBD*271 10"*HBD..268 1 1 2 2 HPCI HPCI iP.rlv i~.rIY X-236 X*210
~:JIB
~:~8~~
EMBEDDED SLEEVE EMBEDDED EMBEDDED 207'*6" 207'-6" 207'-6" 207'-0" 219' 04" 199'*11" 199'-11" 199'*11 " 199'*11" 1'.0" 6'-9" 1'.oil 1'*9" r .,',;', r--.r:" EL.A
- -- V .. I D 18"*GBD*243 2 RHR X-204A,B SLEEVE 219'.0" 199'-11" 2'-6" I'" .' ,
A 4 II .GBD.244 2 RHR X-226A,& SLEEVE 207'0" 199'*11" - 0'-9"
, .W'
,~
A 12",HBD*273 1 RCIC X-215 SLEEVE 207'-6" 199'*11" - 1 '.," , ~ B 6"-HBB*230 1 RHR X*240 EMBEDDED 207'*'" 199',11" - 1'*3" A 10"-HBB-240 1 RHR X-238 SLEEVE 207'-9" 199'*11 " - 1'-6" A 10"*HBB-240 1 RHR X*239 SLEEVE 207'*1" 199',11" - 1'*8" 150 . LI~NF"LlD - C 4"*HCB-206 1 RA A T X*231 A SLEEVE 207'*S" 207'*2112" 213'*91/2"
- - ..Jj
- El.B C 4"*HCB-207 1 h~~~T~OLlD X-231B SLEEV~ 207'-6" 207'*31/4" 213'*9 SIS" - \ 1 B 2"*HBD-457 1 C flbtl.W8N 888LING X-217 EMBEDDED 207'*6" 199',11" - 0'.. 6"
~WlNGD B 2"*HBD*456 1
~b~'iWnNC28SLlNG X-216 EMBEDDED 207'*6" 199',11" - O'-41ft" rv----- [J I
--t I X m ..
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l..------ EL.B ~ EL. B LIMERICK GENERATING STATION UNITS 1 AND 2 DRAWING A DRAWING B DRAWINGC UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 2) SHEET 2 OF2 FIGURE 3A-28
WG.No LINE No. CTY SYSTEM ELA 12"*GBC-101
- M.S.R.V. DISCHARGE PIPING A 3 186'*6" GBC*201 UNESC,8,J 12"*GBC-101
- M.S.R.V. DISCHARGE PIPING B 11 186'*6" GBC*201 LINES A,D,E,F ,G,H,K,L,M,N,S
..............""1 r SLEEVE PENETRATION \ ...........-t EL 237'*,," / I \
~---- I------~
EL 232'*0"
--+-~-----
MAX POOL SWELL HEIGHT EL 226'-8" HIGH yv'ATE R LEVE L_-+-+-+_ _ _...;;;E;,.;;;;:L..;;;2;,;;.06;;;..,'o..;;;;,2_"_ I
- EL 203'*5"
---~----- I I----- I TW
.......O DIRECTIONAL HORZ RESTRAINT-S--
I .' ~ ELA 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. aTY 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'*1131W 230'*6" 3'-8" B 6"*GBC*112 1 RHR X*205B 32'*8" 222'-4 1/2" - 230'*6" 3'*6 11/16"
~
EL. C b_ x -
, _ _ _ _ _,,-_. EL. A _ __
J U DRAWING A
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H r~---l(.----1II-----:> --- _ EL. B _ _ __ x I
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~ OF RPV
~P------------- _____E_L_.A______
'TT L:;J DRAWING B LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 1)
SHEET 1 OF2 FIGURE 3A-30
PENE* RADIUS ELEVATION DIMENSION DWG LINE No. aTY SYSTEM TRATION OF SPRAY No. No. RING,R A B C X A 8"*GBC*212 1 RHR X*206A 21'-8112" 222'-4 1/2" 229'*113!r 230'*6" 3'-8" 8 8"-GBC*212 1 RHR X*2068 32'-8" 222'-4 1/2** - 230'*6" 3'*811/18"
, H I ~-- EL.C t_
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x I I
~ OF RPV
~ _ _ _ _ _ _ _ _ _ _ _~ E_L_.A________
)TT I _____
~ DRAWING B LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT STRESS DIAGRAMS AND TABLES FOR PIPING SYSTEMS WITHIN POOLSWELL ZONE (UNIT 2)
SHEET 2 OF2 FIGURE 3A-30
NOTE: x -AXIS IS IN PLANT E-W AND Y-AXIS IN PLANT N-S DIRECTION CONTAINMENT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT 3-D CONTAINMENT FINITE ELEMENT MODEL {ANSYS MODEL} FIGURE 3A-31
DAMPING RATIO 13-0.00063 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 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT EQUIVALENT MODAL DAMPING RATIO VERSUS MODAL FREQUENCY FOR STRUCTURAL STIFFNESS PROPORTIONAL DAMPING (CONTAINMENT BUILDING) FIGURE 3A-32
25' 5 -L
~
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l 1~ 1~ ~W! _
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+ 14' 16' EL 269' l-t_ ~1 ~
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- NODAL POINT W/MASS l~ A ;Z - , - t - E L 201'
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- 6@5' 8@5' 30' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL AXISYMMETRIC COUPLED MODEL (FESS)
FIGURE 3A-33
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- NODAL POINT W/OUT MASS 15 269 IS BEAM 10 NO.
@ TRUSS 10 NO.
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.;-~201' 24' LIMERICK GENERATING STATION UNITS 1 AND 2 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' 231' 200' - - 201' N-S DIRECTION - -
- It - 171'
/
E-W DI RECTION
. . . ~~ ZT~=ION ~ ACCELERATION TIME HISTORY FROM 3-D ANSYS MODEL ANALYSIS (ASYMM.)
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL -STRUCTURE HORIZONTAL STICK MODEL FIGURE 3A-35
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o N o C") o I!) o co LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE FLOOR "HALF MODEL" FIGURE 3A-36
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MASS-PROPORTIONAL AND STIFFNESS-PROPORTIONAL (c) = ()( eM) + f3 (K) VARIABLE DAMPING 8*I,
~ - -- +
ex 1 _2_(3d~
<-i - 2 tJI. U/.;:
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- o. ~~----'-------'--------'-------.-------r-------'--~ t o 10 20 30 40 50 60 FREQUENCY (HZ)
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT EQUIVALENT MODAL DAMPING RATIO VERSUS MODAL FREQUENCY FOR STRUCTURAL DAMPING (REACTOR ENCLOSURE AND CONTROL STRUCTURE) FIGURE 3A-38
lBO' ~
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---- 1~""Ti.~PI.Jr>.Ti.~Cq PLf,)..N I:I..T ELE.VA.TQ~ 2.C3'~*
"-,1'-8 NOTE: MISCELLANEOUS PIPING
- - - - THAT IS LATERALLY LIMERICK GENERATING STATION SUPPORTED ON THE UNITS 1 AND 2 BRACING SYSTEM IS UPDATED FINAL SAFETY ANALYSIS REPORT NOT SHOWN_ DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM FIGURE 3A-39
L-t ~*.48*"rs,'-d
-;~~~1 c:~u 2
(~, 14'-"~'~ OJT~,oe AAC~ ALTERNATE DETAIL
~/4'- SPLIT PIPE 5LE[VE OR RO _I.£.D 12 l~'!~(OO)'I'-IO' (SA*;!")
(~1'~1'" T~IC~IjE~S REQUIRED AnER MN:;tlINING OR OT~EROPERATIONS HECEfo':.AR'f' fl)RFll-UP. OF 115ltV PIP!. T'fP IOO%V r PL-AN EL-E.VATION FO" OI1'JIo,IL~ NOT ... OW ... 5&& ~
~
DETAIL @ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER BRACING SYSTEM DETAILS FIGURE 3A-40
PEDESTAL ---~.. ' - - - - - CONTAINMENT WALL HYDROSTATIC (POSITIVE) 24' 10.4 psi BASEMAT
+
SRV 18' all (NEGATIVE) 1.5*(5.19) = 7.8 psi 6' 7.8 psi 7.8 psi II 18' TOTAL (POSITIVE) 6' 2.6 psi 2.6 psi 2.6 psi
- PRESSURE MULTIPLIER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES NORMAL CONDITION FIGURE 3A-41
PEDESTAL CONTAINMENT WALL V CONTAINMENT WALL
*SRV PEDESTAL ~ ADS 18' (NEGATIVE) 7.8 psi 6'
HYDROSTATIC 7.8 psi (POSITIVE) 7.8 psi 10.4 PSI V
+
1-10.4 PSI '-.....BASE MAT 7.042' 13.292' I 5.7 psi
+
F CHUGGING AXISYMMETRIC 9.333' (NEGATIVE) 9.8 psi 10.708' WElWELL(POSITIVE) PRESSURE b ~ 7.625' PEDESTAL DUE TO SBA OR IBA- II 25 PSI \} -NOTE: - 7.042' WETWELL PRESSURE DUE TO DBA-30.6 PSI 25PSI
+ 13.292' S.75 pli CONTAINMENT WALL II 9.333'
'0
- 16.90 pli
-- 15.20 psi J 10.708' 7.825' e ~
16.00 Pll ...................."_ _ _--J._ _ _ _L...L,,,.~...J 17.60 1i
\ I 17.80 psi 35.4 PSI \ I TOTAL j 1 CYCLIC
\ NEGATIVE PRESSURE NET PRESSURE
- 35.4 PSI I TOTAL POSITIVE PRESSURE + TOTAL NEGATIVE PRESSURE TOTAL CONST ANT POSITIVE PRESSURE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT LINER PLATE PRESSURES ABNORMAL CONDITION FIGURE 3A-42
BOTTOM OF DIAPH. SLAB yj / -~----- mi;..LLJ ~ X 1 CD DOWNCOMER 2 --(2) ./ 24" ¢ SCH 20 3-~ 4-,..0 5 __0 6--0 Ln~ L!) 7-,..0 cON N@ N
-- ----8 -,..0-- MIDPOINT 9--
10-,..0 11-", ~
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~ 13 \0 Jf_
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ELEV.203'-5" 15 16-fi6\ 17 -~ 1 TO 19 NODAL POINTS
" 18- CD TO @ STRAIGHT PIPE ELEMENT
@ SPRING-DAMPER ELEMENT
~
N
.I BASEMAT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DOWNCOMER ANALYTICAL MODEL FIGURE 3A-43
- - : - - _ _ 111, 'Nil 14 13 I~
12 U o 0;
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Lt') @J 11 u co 10
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7
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ORIGIN LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT SUPPRESSION CHAMBER COLUMN ANALYTICAL MODEL FIGURE 3A-44
24 20 g 16 I ~ z Do
- E 12 /
a ............. UNLOADED TRAY & CONDUIT 1% 8 I r- --.--.--.~---.~-.I--- 1--- ~- 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 9 (SOURCE: DAR REF. 3A-32) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT DESIGN ALLOWABLE DAMPING VALUES FOR ELECTRICAL RACEWAY SYSTEM DESIGN FIGURE 3A-45
- POINTS WHERE RESPONSE SPECTRUM CURVES ARE FURNISHED FOR HYDRODYNAMIC LOADING z
291 ~-_..J-""
~
.. /
f/ tYro 131 -r-----.l...- y x LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT MODEL FOR CONTAINMENT RESPONSE SPECTRA FIGURE 3A-46
FREQUENCY LOCATION MODE NO. (Hz) DIRECTION MAX. DISPLACEMENT 1 3.92 H RPV INTERNAL 2 5.04 H RPV INTERNAL 3 6.85 H RPV INTERNAL 4 8.00 H RPV INTERNAL 5 9.43 H RPV INTERNAL 6 14.01 V RPV INTERNAL 7 14.86 B CONTAINMENT 8 16.59 H RPV INTERNAL 9 18.32 V CONTAINMENT 10 19.38 H RPV INTERNAL 11 19.60 H RPV INTERNAL 12 23.24 B RPV SHIELD 13 23.94 B RPV SHIELD 14 26.09 H CONTAINMENT 15 26.42 H PEDESTAL 16 27.88 B CONTAINMENT 17 28.52 H RPV SHIELD 18 32.08 V RPV INTERNAL 19 32.54 H CONTAINMENT 20 34.21 B CONTAINMENT 21 34.87 H RPV SHIELD 22 36.78 V RPV INTERNAL 23 39.31 V RPV INTERNAL NOTES: H - HORIZONTAL V - VERTICAL B - BREATHING LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODES AND FREQUENCIES FIGURE 3A-47
MODE 1 (WITH WATER MASS) f = 3.92 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-48
MODE 2 (WITH WATER MASS) f = 5.04 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-49
MODE 3 (WITH WATER MASS) f = 6.85 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-50
MODE 4 (WITH WATER MASS) f = 8.00 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-51
MODE 5 (WITH WATER MASS) f = 9.43 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-52
MODE 6 (WITH WATER MASS) f = 14.01 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-53
II MODE7 (WITH WATER MASS) f = 14.86 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-54
~
II I II II HI+-f*"-""'H I '--Io.._ _--L.._ _ _ ~- __ . - . , . - - _ " " " " - -_ _""""'--_ _........ MODE 8 (WITH WATER MASS) f = 16.59 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-55
MODE 9 (WITH WATER MASS) f = 18.32 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-56
MODE 10 (WITH WATER MASS) f = 19.38 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-57
~
II I I t+----::I~__+l1 I MODE 11 (WITH WATER MASS) f = 19.60 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-58
MODE 12 (WITH WATER MASS) f = 23.24 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-59
MODE 13 (WITH WATER MASS) f = 23.94 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A- 60
MODE 14 (WITH WATER MASS) f = 26.09 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-61
- - -- - ---.-.~--=-=-:JJ.==:..:.=::::1====-"-"-" MODE 15 (WITH WATER MASS) f = 26.42 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-62
I I II I MODE 16 (WITH WATER MASS) f = 27.88 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-U
II MODE 17 (WITH WATER MASS) f = 28.52 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-64
MODE 18 (WITH WATER MASS) f = 32.08 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-65
//
II II / MODE 19 (WITH WATER MASS) f = 32.54 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-66
MODE 20 (WITH WATER MASS) f = 34.21 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-67
MODE 21 (WITH WATER MASS) f = 34.87 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-68
MODE 22 (WITH WATER MASS) f = 36.78 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES fiGURE 3A-69
MODE 23 (WITH WATER MASS) f = 39.31 Hz LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT MODE SHAPES FIGURE 3A-70
PERIOD-S'£C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3.0 2.5 ~----~---+--~+-~~++------+---~-+~~-r~1-----~--~--4-~~~-H
~
~ 2.0 VJ Z
0 ~ c( ~ -J 1* c*OJ U U c( -J c( ~ ~ U ""enD- 1.0 FREQUENCY -CPS Acceleration Spectra for WETWELL WALL Load Case: SRV - AXISYMMETRIC
~-------------------------------
Node: ___1_3_1__ Direction: __H_O_R_I_Z__Elev:20S'-11" Angle :~_ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-71
PERIOO-Sf't_ 10.0 1.0 01 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 I!'
~l.OO Z o t= c( a:: UJ ~O.7S ~-----+--~--~~~~~~-----+--~--4-~4-~~~-----+---+--+-~4-~-H U U c( ..J c( a:: ~ u ~O.SO ~-----+--~--4-~~~~~-----+--~--4-~~+-~~-----+---4--4-~~~-H en o 25 ~-----+---+--+-~~-~~~-----+---+--+-~~+-I~~-----+---+--+-~~~~ FREQUENCY -CPS Acceleration Spectra for WET\-lELL WALL
--------~~--------------------------
Load Case: SRV - AXISYMMETRIC Node: 291 Direction: HORIZ Elev: 236 '-2" Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-72
PERIOD-SEC. 100 10 0.1 orB I 11 I I I I I I 11 I I I I I II I I I I I I III ~1.IJO I Z I I o i= 0::: w ~D 1S ~-----+---+--4_~~-~~~-----+--~--4-~~~~~-----+---4--4-~~~~ U U -J 0::: I-U ~O so r------+---+--~~~~~~----_+--_4---+I--~~~-~------~~*--4-~~~I-H D 25 ~-----+---+--+-~4-~~~-----+---+--+--~~~~-~-----~--~~--~~_~~ I
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--~-
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o 00 ~----~--~--~~~~~~----~--~--~~~~~~----~~~__~_'_~~-U 0.1 2 4 6 8 10 2 -1 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - AXISYMMETRIC Node: 331 Direction: HORIZ Elev: 264 '-6" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-73
PERIOD-S'EC. 10.0 10 01 0.01 II I I I I I -'--1 I I I I I I I I I I I I I r I I 1.25 r------r---+--r-+-~_+++------+_--~_+~~-++_t1_----~--~--1__r~~~
~
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PERIO[, -SEe. 10.0 1.0 0.1 0.01 I I I I I I I I " I I I I I I I I I I I I I I QII cui. DO en z 0 I ~ 4( ex:: IJJ jj O. 7S U U 4( ...J 4( ex:: I-u ~o so en 2 4 6 8 1.0 4 6 8 10.0 2 4 6 8 100 FREQUENCY *CPS Acceleration Spectra for PEDESTAL
--~~~~~------------------------
Load Case: SRV - AXISYMMETRIC Node: 211 Direction: HORIZ Elev: 236 '-2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGUftE 3A-75
10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I en~l.OO ~-----+---4--4-~~~~~-----+---4--4-~~~~~-----+---4--4-~~~-H z o ~ c( a:: UJ ~O.7S ~-----4----4--4-~~~~~-----+---4--4-~~~~~-----+---4--4-~~~-H U U c( ...J c( a: ~ u ~O.SO ~-----+---4--~~~~~~-----+---4--~~~+-~+------+---4--4-~~~-H en 0.00 L-----~---1--~JL~lJJL~-----L---1--1-~1-LJJL~~~~~=+/-~*i*~~~~~~~~J 0.1 2 4 6 8 1.0 2 4 6 8 100 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: SRV - AXISYMMETRIC ----_._-----------_._._---_.--- Node: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-76
PERIO[,~C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I
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Z o ~ a: LLI ~ O. 75 f-.. ----I----+---+--+_+__+_r++_---~-_+--+__+__+_t_+ ++------t----t----;f--t--1r-+-+--1!-1 () () -I a: ~ () I ~OSO ~----+----+--r-+-~~++-----+_--*+_~--1~_+_44~----~--~1~-+-~~~-H V> o 2S ~------t---+--r-~-~-+++------+_-+__+~_+~~;_----_4---~--4_~~+4~ 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for SHIELD W.~A=L=L ____________________ Load Case: SRV - AXISYMMETRIC Node: 841 Direction: HORIZ Elev: 312'-8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-77
PERIOI"' c;F'"' 10.0 1.0 0.1 o.at I " I I I I I II I I I I I ~ IIIII~I I CJ) Z
~- _ -_-_-._+-r--._-
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-- - - -Elev:20S'-11"Angle:
Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-78
PERlOI""' ~Fr 10.0 10 0.1 0.01 I111111 I-~ '-111'-~'-'--'--~I------~I~I~I 1 I I 1 ~I~I-I'-~j--~I--~I------l
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r, nr, ' - - - - - - ' - - - - ' - - - - '---'---'------ ' - - - - ~.I.__ _~~::__=_L_L..l._L.LL ______-L _____l.____1..__1_____1___L_l_LJ 01 2 -1 f, 8 1.0 2 -1 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for WET\1ELL WALL Load Case: SRV - AXISYMMETRIC O Node: 291 Direction: ___V_E_R_T____Elev: 236'-2"Anqle: ___O__ __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A* 79
10.0 1.0 0.1 0.01 I " I I I I I I Ii I I I I I I II I I I I I I I ----, 1 'j 0 ...------r----,---- r - - ---.--,~_r_T----_.-_,--_r_~__._,_,__r_1----.....,.._--_r-_..,..___.___._.........,__r_r_1 1.2'J 1--*----;---+-:1---~-+-I--I- - -----t----4--4-+--+-+-+-+-/-----+--+-+--+-+-I-+-+-f 2 4 6 8 1.0 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - AXISYMMETRIC Node: 331 Direction: VERT
---.:;;=-- Elev: 264'-6" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-80
10.0 1.0 0.1 0.01 rrrTlr I I I~------~I~I~I-~I~1-'1~1--~I--~I------~I'rl~I~I-'I-'I~I~~I----~I 1 .*"J - - - - - - - - - -- - --*-r_-*------*---*-I~-I_r_ -.--- i'DO ---.-----. ---+--~+.- -- . -------r----f-- i= <{ a::: w u1 C i~, U U <t. ...J <{ 0: ~ U
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(/) 2 4 6 8 1.0 2 4 f, 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL Load Case: SRV - AXISYMMETRIC Node: 431 Direction: VERT
-~=.;;..;;;....--
Elev: 325'-8" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z fiGURE* SA~1
PERIOD SEC. 1 _r,O 10.0 I I I I I I I I I 1_0 I I I I I I I -r---r-0.1 I I I I I I I I I , 0.01 1 " ~-----I---+--+-_+--+-f--+--++------4---- - - ----i--f--+--+--+-+ +----- ---+---f-~_+--+-H I
- 1 DO > - - - - - - - ---r-- -- --f-I-I-- ------.l--+--+--r-- -i1-l-f-----+---+----4-I---I--+-~-1 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case
- SRV - AXISYMMETRIC
~~.--------------.--------.---------------------------
o Node: 211 Direction: __V_E_R_T____Elev: 236'-2" Angle: ___O_ ___ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-82
PERIOD-~~I"' 10.0 1.0 0.1 0.01 I " I I I I I I I I I I I I I II I I I I I I 1 ,: S f------+--+---L....--+---+--+-+-+-I' - -----+--~-+-- --l-~-4-I---+-4---+--+---+---+--+--+---+-+--I
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PERIOD*c:rr.. 10.0 1.0 0.1 0.01 II I I I I I T--~I----~TI'I'I'I"I-rI~I--'I---'I----~ITTT~I~I~I--~I--*~I------' I ..~~) 1------+-.--+ --+--+--+-+-+I-+-+------+--+-+--+--~-+-++-n----+---+--~--+---1f-+~~ I~ till
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-- VERT
- - -Elev:312'-8" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-84
PERIOD-C"~(" 10.0 I I I I I I I I I 1.0 I I I I I I I I I 0.1 I I I I I I I I I , 0.01 1 'jO 1 . .:'S t - - - - - t - - - t - - + - - i - i - - -+--1-+----- ----t--+--i*- - --+-1~------;----;--+--+--+-+-+-t-4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DIAPHRAGM SLAB Load Case: SRV - AXISYMMETRIC VERT Elev: 236'~2" Node:
- -231 -- Direction:
------ Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z FIGURE 3A-85
PERIOO-C'C~. 10.0 10 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I r I 1 rjn -- 1 . ,~S t - - - - - + - - - t---+--+ --+--+-+.-+ ---------~--~~~r+-H--*--~---~-+_~~-+4~
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------------~--------------------
Load Case: SRV - AXISYMMETRIC Node: 252 Direction: ___V_E_R_T_ _Elev: 236 '-2" Angle: 22°-30 ' Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION Z fiGURE 3A-86
PERIOD-5~C. 10.0 1.0 01 Dell I~~I~~~~~---~----~I-'I~~I~I~I-~--~----~I~'~I~'~I~'~I--~-------~
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--------~~~------------------
Load Case: SRV - ASYMMETRIC Node: 131 Direction: HORIZ Elev:20S'-11"Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV AXISYMMETRIC DIRECTION X FIGURE 3A-87
10.0 1.0 0.1 0.01 I I I I I I I : I I :
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!\lode: 291 Direction: HORIZ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-88
PERIOD-C"r:"C_ 10.0 1.0 0.1 0.01 I Iii I I i I II I I I I I I II I I I I i l--r I 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL WALL
--------~~==~-----------------
Load Case: SRV - ASYMMETRIC Node: 331 Direction: HORIZ Elev: 264'-6" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-89
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PERIOD-SF~. lOr-'0r-r....-r--r_.---.-_--.-_ _ _l-r.0-r--T--r-,.-..,.--,----;-_--;-_ _---=0r:.1.,..-,-o-.,--,---~~-__r_--~O. 01 I I I I ! I I! I I l I. ':" 0 ,------:----.----,---,---,----,-""1'"-T-r----r----.,..--..,.--,-----,-.,...,-- 1]' i I I I I I I II I i i I II I
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PERIOD-S~C_ 10.0 I , 1.0
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I 8 1.0 _ _ _= ' - -_ _: ' _ 2 i! j~l, Iii 4 6 8 10.0 2 4 6 I i 8 II I 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: SRV - ASYMMETRIC Node: 531 Direction: HORIZ Elev :263!-S5/S" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-92
PERIOD-~~C. 10.0 LO 0.1 001
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'i 0.1 2 4 6 8 1.0 ? 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: SRV - ASYMMETRIC Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION X FIGURE 3A-13
PERIOD-~r::-r::_ 100 1.0 0.1 0.01 I I I I I ! I I : I I ! I I I I I I I i I
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--~~~=-~~-----------------
Load Case: SRV - ASYMMETRIC Node: -'I;;.....;;3~1_ Direction: VERT Elev:20S '--11 "Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-94
PER'OD*~r"~o 10.0 1.0 0.1 001
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--~~~~~~------------------
Load Case: SRV - ASYMMETRIC Node: 291 Direction: V~ER~T~_Elev: 236 '-2" Angle: __ 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A- 95
PERIOD*C'r-r:;. 10.0 1.0 0.1 0.01 I I I I I I I I I I , I : I I ! I I I I I I I I FREQUENCY *CPS Acceleration Spectra for DRYWELL WALL
--~~~~~==-------------------
Load Case: SRV - ASYMMETRIC Node: 331 Direction: VERT Elev: 264' -6 Angle: 0°
--------- II Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-96
PERIOD -S!="". 100 ) 0 0.1 001
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------~---~~--------------------
Load Case: SRV - ASYMMETRIC Node: 431 Direction: ----- VERT Elev: 325 '-8" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-17
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, 5, ,.
Node: 531 Direction: ___V_E~R_T_ _Elev:263-8/8 Angle: _ _O_e_ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z
PERIOD-S~(;. 10.0 1.0 0.1 O.Cl
~II~I~I~I~I~I~I--~I----~I~I~I~I~I~I~I~I---~I----~I~I~I~I~I~I~I--~I---,-----1 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: SRV - ASYMMETRIC Node: 841 Direction:
- VERT
- - -Elev: 312'-8" Angle: 0° Damping: 0.00.5,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-100
PERIOD-SEC_ 10.0 1.0 0.1 0.01 I I I I I I I I I I! ! I I I I I i I : I I I I I I I l
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V 4 J~ 6 8 10.0 2 4 I 6 I! 8 I 100 FREQUENCY -CPS Acceleration Spectra for __~D~I~A~PH_R~A~G~M~S~LA==B_________________ Load Case: SRV - ASYMMETRIC 231 Node: Direction:
-VERT
- - -Elev: 236'-2" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-101
PERIOD*t"'-S. 10.0 1.0 01 0.01 I I I I Ii: 1 --r----~I~i~1~1~I~i~I--~1---:----~I~ir-I~,~:~i~I-~!--~I----~1 FREQUF.:NCY *CPS Acceleration Spectra for DIAPHRAGM SLAB
--~==~~~~~-----------------
Load Case: SRV - ASYMMETRIC 0 Node: 252 Direction: VERT
-~.:.:..=...---
Elev: 236'-2" Angle: 22 -30' Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA SRV ASYMMETRIC DIRECTION Z FIGURE 3A-102
PERIOD-SEC. 100 ].0 0.1 0.01 flT"l"l I I I --r----I -:~.--T---r-- I I I j I i I 1 I I I i : I I I i i
- I I I I : I I I i :
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--~~~~~~------------------
Load Case: C04B
~~~--------------------------------------
'Node: 131 Direction: HORIZ Elev:20S'-11"Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-103
PERIOD SEC. 100 1 !) 01 II~I -i-~- - " - - - - - - - i-~- i ~- I.~D I
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~~~---------------------------------------
Node: 291 Direction: HORIZ Elev: 236'-2" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-104
PER:OD*~C. 100 1.0 0.1 (;01 II I I I I Iii i r i I FREQUENCY *CPS Acceleration Spectra for _~D;;...;;R~YW;,...;.,:..:;::EL::.::L=--:..:W.=AL=.:L=--_ _ _ _ _ _ __ Load Case: C04B
~~~--------------------
Node: 331 Direction: HORIZ Elev: 264'-6" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X
. . . . ., 3A-1Q.5 -
PERIOD-sec 10.0 1 (1 G.~ 001
~"""----'--~------~,
n-~ I I i -:- - - ----r'--,-,--~, ---~--I 0] 2 4 6 8 1.0 2 4 6 3 10.0 2 4 6 8 100 FREQUENr:y -CPS Acceleration Spectra for _ _D~R~Y;;..;,W.;...:;;E=L:=L_W.:..:.:AL=L~_ _ _ _ _ _ __ Load Case: C04R
~~~---------------------------------
Node: 431 Direction: HORIZ Elev: 325'-8 "Angle: 00 Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPI NG NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-106
PER'OD-~.<:.r:. 1 rJC' i----r-j---T-:-r-I-r:-T ---~----- --~ ~Tln I I
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6 I j I 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for _ _ PE_D_E_S_TA_L_ _ _ _ _ _ _ _ _ __ Load Case: C04B
~~~-----------------------------------
Node: 211 Direction: HORIZ Elev: 236 '-2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-107
PERIOO..8'EC. 100 10 0.1 0.01 II I I I I I I II I I I I I I
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.. 6 8 100 FREQUENCY -CPS Acceleration Spectra for ___P_E_D_E_S_T_AL ____________________
Load Case: C04B
~~=--------------------------~--------------- 5 to Node: 531 Direction: HORIZ
-.;;.;;.;;..=~-
Elev: 263'-8 Ys Angle: 0° Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-108
PERIOD-~rr; 100 I.U I; i ! I I ---r-~ i - - - C! 1 I ! I 1 0.01 0.1 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for SHIELD WALL Load Case: C04B
~~~-------------------------------------
Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 00 Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION X FIGURE 3A-109
PERIOD SEC. 100 l.l: n 1 O.Cl I ii, I ----r'--,--,--' ----*---~*-*-l--,. - , --'----l I l i ,.-----.--i. - - * - - I~: i-T. .-.i,-~-',r------'.
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Load Case: C04B
~~~---------------------------------
Node: 131 Direction: VERT Elev:20S'-11"Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-110
PERIOD-'--':. 10.0 10 C J 0.0! I I I I I I I I I . -~:-r""j,.-!- - - - - ,. -- ~--'--r-""'!~I--ri~i-~I~'-!-~---l 0.1 2 4 Ij 8 10.0 2 4 6 8 100 FRFQlIENr.V *CPS Acceleration Spectra for _ _WE:.:.=.;::TW~EL;;;.;;L~WAL=L=--_ _ _ _ _ __ Load Case: ---:::;.CO.;;...4..:..::;B=--_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Node: 291 Direction: VERT Elev: 236'-2" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z
,IGURE 3A-111
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PERIOD-~"::C. ]00 1.0 0.1 0.01
~II~I~I~I~I~I--~I--~I-----~I~I~!~l-Ti~1~-~--~--~I~I~I~I~:~I*~I--I~~I----~I 01 2 4 6 8 10.0 2 4 6 8 100 FRtQurNCY *CPS Acceleration Spectra for _~DR~Y:....:..W;..:;:E=LL=-...:.W.:..:..AL=L_ _ _ _ _ _ _ _ _ __
Load Case: ~C~O~4B~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ Node: 431 Direction: VERT Elev: 325'-8" Angle: 00
--~-
Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-113
PERIO[, S~C. 10.0 O.~)l n . . .:.-"'i--r-I~~~--....--- I 1 SO I I I i III I I I I I i I i II I I I I I i I I I I I I I I I i II iT~1 i ii ;I!
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01 4 6 8 1.0 2 C 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: C04B Node: 211 Direction:
- VERT
- - -Elev: 236'-2" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-114
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01 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: ~C~O~4~B~ __________________________________________ Node: 531 Direction: VERT Elev:263'-85/8" Angle: 00 Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-115!
PERIOD SEC. 10.0 10 0.1 001 I~;~,~I~I~I~--~I --~I----'~I~:~I~I~--~I--~I----~I~,~.~I~I~-~!~I--~'----~I o1 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUFNCYCPS Acceleration Spectra for _ _S_H_I_E_LD_W_AL_L_ _ _ _ _ _ _ __ Load Case: C04B
---------------------------------------- 0 Node: 841 Direction: VERT
-~~-
Elev: 312' -8" Angle: 0 Damping: 0.005,0.01,0.02,0.03 NOTE
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-116
PERIOD-c::~C 10.0 1 (I r,; o ();
--,----;----------*----,-------i-:----~* -~-'--,---_,
I:iiil~ 00 m IJ CJ) Z 0 i= cr.: w ~ 1 lJ,; U U c( .....J oCt 0::: ~ U w :. a.. CJ) FREQUENCY -CPS Acceleration Spectra for _ _ DI_A_P_H_RA_G_M_S_LA_B_ _ _ _ _ _ __ Load Case: C04B
-----------------------------------Elev: 236'-2" Angle: 0° Node: 231 Direction: VERT Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE,3A-117
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------------~==------------------
Load Case: C04B Node: 252 Direction: _.......;.V...;;;;E~RT~_Elev: 236'-2" Angle: 22°30' Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION DIRECTION Z FIGURE 3A-118
PERIOD-nY;. 10.0 1.0 0.1 0.01 I I I I I 11 I I " I I I I I I , I I I I I I I I I I l.SO r------r---r~--rl~~~----_.--_.--._._._ITTT------._--.__r_r~TlIl I FREQUENCY *CPS Acceleration Spectra for WETWELL WALL
--~~-=~~~=--------------------
Load Case: CO FOR COMBINATION WITH ADS Node: 131 Direction: HORIZ Elev:20S'-II"Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-119
PERIOD-~. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I ~l. CO Z 0 i= a: I ~ ~O. 75 U u < I -J a: ~ u ~O. SO (f) I C 25 FREQUENCY *CPS Acceleration Spectra for __~WE~TWE~~L~L~W~A~L~L~___________________ Load Case: CO FOR COMBINATION WITH ADS Node: 291 Direction: HORIZ Elev: 236' -2" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-120
PERIOD*f"'-C. 10.0 1.0 0.1 0.01 II i I I I I i I I I I I I I I I I T I I I I aG ~1.00 ~----~---+--~~~~++-------+---+--+-4-+~~1-----~--~--~~~~~~ i I I Z o ~ I a: I.IJ ~0.75 ~----~--~--~+-~~++------+---+--+~-+~~~----~--~--~-r~~~ U U ...J a: u ~O.SO ~----~--~--~+-~~++------+---+--+-4-+~~~----~--~--~-r~~~ (/) I I
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t-- 0.1 4 6 8 10 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY *CPS Acceleration Spectra for DRYWELL WALL Load Case: CO FOR COMBINATION WITH ADS Node: 331 Direction: HORIZ Elev: 264'-6" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-121
PERIOD-~. 10.0 1.0 0.1 0.01 I " I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II 1!' ~l.QO I r-----~--~--~+_~~++------+_--+__+~_+~+4~----_4--~--4_~~+4~ Z o t= I 0:= l&.1 ~0 7S r-----~--~--i--+_~~++------+_--+__+~_+~+4~----_4--~--4_~~+4~ I U U ...j 0:= I t-U ~O.~O r-----~--_r--rl-+-r~r++------+---+--+-4-+-~44------4---~-4--~-+~~
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I "" a.ccoL.I------2~--L--4~~6~-8~1~.O------~2--~--~4~~6~*8-1-0.-0. .~~2--~~~4~~6~~8~1~00 ..,..~-~ FREQUENCY *CPS Acceleration Spectra for DRYWELL WALL Load Case: CO FOR COMBINATION WITH ADS Node: 431 Direction: HORIZ Elev: 325'-8" Angle: 0° Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-122,
PERIOD*C'r:'C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I
- 1. SO all
~1.00 Z 0 i= ~ ~ jj 0.75 U U 4( ....J 4( a:: I-U ~O.SO VJ I 0.25 r--I"-'-. 0.00 L------L---1--4L-1-lJLlll------12---1--14~-1-LlJJL----~2---J~~4§§~~~8~ 0.1 2 6 8 1.0 6 8 10.0 6 100 FREQUENCY *CPS Acceleration Spectra for __~P~E~D~E~S~T~A~L~_______________________ Load Case: CO FOR COMBINATION WITH ADS Node: 211 Direction: HORIZ Elev: 236'-2" Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X fiGURE 3A-123
PER'OD-~""r;. 10.0 1.0 0.1 0.01
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, 5 .,
Node: __5_3_1_ Direction: __H_O_R.__ IZ_",___Elev:263-8 ,.eAngle :_0_°__ Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-124
PER'OD-~r"~. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I ! I I I I I I I
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----------~------------------------
Load Case: CO FOR COMBINATION WITH ADS Node: 841 Direction: HORIZ Elev: 312 '-8" Angle: 0 0 Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION X FIGURE 3A-125
PERIOD-S£'C. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I II I I I I I I at
~1.CO ~----~---+--~+-~-+++------+---+--+_1-+~~4_----_1--~--4_~~~~
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PERIOD-o.t::Co 1000 1.0 01 0001 I I I I I I I I I I I I I I I I I I I I I I I I I I I I J. 50
'!G I
~t.CO Z 0 ~ I a:: UJ ~Oo 7~ I (J 0 a:: ~ 0 ~O. SO (/) I 0025 FREQUENCY -CPS Acceleration Spectra for WETWELL WALL Load Case: CO FOR COMBINATION WITH ADS Node: 291 Direction: VERT
-~~'----
Elev: 236'-2" Angle: 00 Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-127
10.0 I I I I I I I I I 1.25 ~----~--~~--~-+44~-----4---4--+-4-+-~++------~----~~-+~~~ I I I I!O I ~I.OO I Z I 0 ~ Q: I I ~ -II" w~ 75 I u u 1I ' I -I Q: ~ U ~o so (/) 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for DRYWELL
--~~~~~-----------------------
Load Case: CO FOR COMBINATION WITH ADS Node: 331 Direction:
- -VERT
- - - -Elev: 264 '-6" Angle: 0° Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-128
PERIOD _~.r-r:. 10.0 1.0 0.1 0.01 I I I I I I I I I! I I I I I i tIO ~\.CO ~----~---+--~+-~~++------+---+--+~-4~+44-----~--~~~~~~~ Z o i= a::: ~ ~ 0 . 75 ~-----+----+---+-+-+---1~++------+----+--+--4-+-+-+-4+------4-----1f--+---+--+-+-4-+-l U U -I a::: I ~ u ~O.SO ~--~--+--+-+-~~++-----+---+--+~~~~-+----~-----1~-+---+-~~-+-l en
~
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A' t ~ ~, ... 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY -CPS Acceleration Spectra for ____D_R_Y_W_EL __L__________________________ Load Case: CO FOR COMBINATION WITH ADS Node: 431 Direction:
- -VERT - - - -Elev:325'-S" Angle: 0° Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z
~'GU"E 3A-128
PERIOD*C'rc. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I
- 1. SO 1.25 ~----~---r--~+-~~++------+---+__+~_+~~~----~--~--~~4_+4~
all ~\.OO ~----~---r--~+-r4-r++------+---+--+~-+~~~-----4--~--~~4-+4~ Z o i= c( a: au ~O.75 r-----~--~--r-+_~~++------+_--+__+~_+~~;_----~--~--~~4_+4~ o ~ ...J c( a: I-o ~O.~O r-----~---r--r-+_~~~~------+---+__+~_+~~~----~--~--4_~4_+4~ (f) 2 4 6 8 100 FREQUENCY *CPS Acceleration Spectra for PEDESTAL Load Case: CO FOR COMBINATION WITH ADS Node: 211 Direction: VERT Elev: 236' -2 " Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z fiGURE 3A-130
PERIOD-~~r;. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I I I I I I I
- 1. 50
'!O
~!.CO Z 0 t= 4( a: w ~O. 75 I U U 4( ...J 4( 0:: ~ U ~o.r)o en FREQUENCY -CPS Acceleration Spectra for PEDESTAL Load Case: CO FOR COMBINATION WITH ADS Node: 531 Direction: VERT Elev : 263!...S5/S" Angle: 0 0 Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-131
PERIOD-~t:C. 10.0 10 0.1 0.01 I I I I I I I I I I I I I I ! ! ! I I I I I I I I I I I I. 'jO 1.25 r-----~--_+--r_+_~~++------+_--+__+~~~+44_----~--~--4_~~+4~
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-- VERT
- - -Elev: 312' -8" Angle: 0° Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTIONZ FIGURE 3A-132
PERIOO-~.r~. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I ! I I I I I I I I I I I* I I
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-- - - -Elev:
Damping: 0.005,0.01,0.02,0.03 NOTE:
- 1. 0.05 DAMPING NOT INCLUDED.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTION Z FIGURE 3A-133
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c.ce ~---L-~-4L-~~-L~------~2--~--~~-~~=~~*~----~2--~--~4--~~~~ 0.1 2 6 8 1.0 4 6 8 10.0 6 8 100 FREQUENCY -CPS Acceleration Spectra for DIAPHRAGM SLAB
---~~~~~~=-----------
Load Case: CO FOR COMBINATION WITH ADS Node: 252 Direction: VERT Elev: 236'-2"" Angle: 22°30' Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CONDENSATION OSCILLATION WITH ADS DIRECTIONZ FIGURE 3A-134
r~RIO(j S~C. 10 G 1 Q f ' I I I I I I I ' I I ~--, I~' ~I~~--'--~I----'--- ----1------1
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i ----LnTTIT It-h 2.5 J LJ I a: V' Z D I-a: 0:: UJ -1 UJ U 1.5 I \\ U a: ...J a: !Y I-LJ LJ.J 0-1.0 I l I ! ,/1 r I I FRfQUENCY-[PS Acceleration Spectra for ___WE~TWE~~L~L~W~A~L~L~------------------- Load Case: CHUG 700 SYM/700A ASYM Node: 131 Direction: __HO __ ___Elev: 205 '-ll"Angle : ___ R_IZ - __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-135
F~R!O[J SU.
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- J 1 FREOUENrY -CPS Acceleration Spectra for WETWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 291 Direction: HORIZ Elev: 236' -2" Angle:
Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-136
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FRfOUEN() -CrS Acceleration Spectra for DRYWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 331 Direction: HORIZ Elev: 264'-6" Angle: -
--~~==--- -------
Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-137
rERIO[J~U . Ie Q I r:J IJ 1 i""T'.....",.--r'~,-,,...--....,.-,-.,.-,-----,,,...----------.-,-,-.,-,-.,r--,-T-- , , , , ' I ' J ' --r----1 3.0 r--------r------,~~__,_---r--,-"'T"""""~------------ -- --,.----,-----y--,.---,-------. - - - . - - - - - - - __ - '-. 2.5 lJ I 1----4--+-+~~~-----~~~+4~~---.-~ I a: V' 2.0 I z o I-a: ri Q:C w -l 1\ W U 1.5 U a: i -l a: (Y I-U ILl CL rl I V1 1.0 O.S 0.0 CJ 1 Acceleration Spectra for DRYWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 431 Direction: __ H_O_R_I_Z__Elev: 325'-8" Angle: __-_o _ _ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-138
P~R!OO (:J( 10 ':; 1 I) r 1 J ~ i-~'-I""'-1-1--r-I-1--,.I--I,------rI"'I~-'-----r-*----,----- -- - " - ) ' - " : : : - - - , - - - - , - --- - --]
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---------Elev:236'-2" Angle: - - - - - - -
Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-139,
P~R!OD*5EC. o 10 ') I 1 1 , I 1 I i 1 1 0
, 1 I , ' 1 1 1
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, 51 Node: 531 Direction: __~HO~R~I~Z~__Elev:263-8 ~"Angle: ___ - ____
Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FIGURE 3A-140
r~f\!OD SU. I. 50 10']
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Load Case: CHUG 700 SYM/700A ASYM Node: 841 Direction: ___ HO~R;.;.;I;;;.;;Z~-Elev: 312 '-8" Angle:_- __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION X FiauRE3A-141
~ ~ R, 00 r, Fe _
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FR~OUfNCY _[r'r Acceleration Spectra for WETWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 131 Direction: _-.:..V..=E..:..;R;.=.T_ _Elev: 205 '-11 "Angle : __ - __ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-142
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__ ~; j 1 -______ ~ ___'_ a 1 2 Y 'i '3 I Q -, ..j', 'j Ie Q ' ..j '3 lOS Acceleration Spectra for WETWELL WALL Load Case: CHUG 700 SYM/700A ASYM Node: 291 Direction: ---------- VERT Elev: 236' -2 II Angle: Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-143
r~R!CC*'jt:C
!0 ~ 1 I) 0 ~ 'J ':, 1 I~'--,~,~,~,~'--~'----~I------'~I-Ir7,-r1~,~I-- ----,-----~,'-,~,--,~I-~I---"---.I~------l I. SO* - - -- - ----:--..,- -~"""--'-"-"--.------'-------'r----r-~---,-~-.-~
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10 S 1 Q C. ! [-"---'--1..,.-,-,-...., - - ,~lr---,.---,- - - . - ,.,--,"""'--:-,---"~,- - " - , -,--------~I--,'r---,----.-'------,-'--r--I---~ I. 150 rT--nT~.rT 1 1.25 ~--~--+-~+-~~++----+--+--+~~-+~4----~--+--~,-+~4-~1 i I : l--+-+ U I av) I. 00 -----+----+----1f--+--f--+~-t-t-----+---_t---- - - f-- ~ ,-~ - - - --+---+- -i-f----4 I I
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Load Case: CHUG 700 SYM/700A ASYM Node: 431 Direction: __V;...:E::..:R..:.;;T=---_Elev: 325' -8" Angle: __-_ _ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-145
10 r; 1 IJ n .'
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~~RICO SEC.
10 'J 1 I) Q 1 I , I , I I I , I I I I I I I I. ')0 G I CI 1./' I z o I I-cr 0:: W ~ W W I w I a: ~ a: CY ~ n r~ I U LLJ a.. . f-+- If) FREQUENcy-cpr) Acceleration Spectra for __~P~E~D~E~S~T~A~L~_________________________ Load Case: CHUG 700 SYM/700A ASYM Node: 531 Direction: _....;.VE~R;.;;,;T_ _Elev:263'-85/8*"Angle : __- _ _ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-147
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Load Case: CHUG 700 SYM/700A ASYM Node: 841 Direction: _~V-=E:.:..;R;.::.T_ _EIev: 312'-8" Angle: __- ___ Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-148
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0.'>0 Acceleration Spectra for DIAPHRAGM SLAB Load Case: CHUG 700 SYM/700A ASYM Node: 231 Direction: VERT Elev: 236'-2" Angle: - Damping: 0.005,0.01,0.02,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A*149
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I I', I i rr I I I i I I i I I I I I t~ ,n U a I I I oJ' 2.0 f--.-I-- I o I I-a Q::. frll w -1 W I W Ll a: -1 a: CY l-Ll u.J U. (J'. 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 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTAINMENT RESPONSE SPECTRA CHUGGING DIRECTION Z FIGURE 3A-150
HORIZONTAL EAST-~~ST DIRECTION MODE FREQUENCY PARTICIPATION No. (Hz.) FACTOR 1 3.96 -89.98 2 12.50 -32.68 3 18.77 -22.52 4 24.20 15.29 5 31.63 -12.80 6 44.39 4.77 7 58.78 15.41 8 76.17 10.67 9 90.00 0.0003 10 133.78 -0.008 11 139.92 0.002 12 148.41 -0.0003 HORIZONTAL NORTH-SOUTH DIRECTION I MODE FREQUENCY I PARTICIPATION No. (Hz.) I FACTOR I I 1 3.26 -88.86 2 9.32 -30.69 3 14.13 -25.50 4 19.96 16.62 5 26.53 -13.55 6 37.29 5.40 7 49.05 -13.52 8 67.25 16.85 9 76.13 0.0003 10 114.47 -0.007 11 118.02 -0.002 12 120.51 0.0007 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN A88E88MENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (HORIZONTAL STICK MODEL) FIGURE 3A-151
MODE 1 MODE2 MODE 3 MODE4 f !.4 = 19.96 f1 = 3.26
-1 = -88.86 f = 9.32
~ = -30.69 '1 == -25.50 14.13 "4 = 16.62 MODE5 MODE6 MODE7 MODE8
!.s = 26.53 16 = 37.29 f7 = 49.05 !B = 67.25 Y'5 =-13.55 "6 = 5.40 ~7=-13.52 '8 = 16.85 NOTE:
f = FREQUENCY (Hz) ~ = PARTICIPATION FACTOR LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DeSIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE HORIZONTAL N-S MODE SHAPES FIGURE 3A-152
MODE 1* MODE 2 MODE3 MODE4 fl = 3.96 ~ = 12.50 f = 18.77
~1 = -89.98 "2 = -32.68 ~ = -22.52 MODE5 MODE 6 MODE7 MODE8 f = 31.63 !.s = 44.39 f'l = 58.78 !s = 76.17
~ =-12.80 \'6 = 4.77 -7 = 15.41 11'8 =10.67 NOTE: LIMERICK GENERATING STATION UNITS 1 AND 2 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 MODE FREQUENCY I PARTICIPATION No. (Hz.) I FACTOR I I 1 2.00 20.14 2 3.01 11.16 3 3.28 -10.05 4 4.07 -13.13 5 4.25 -27.59 6 4.2f! -24.40 7 4.32 -5.29 8 4.57 -11.99 9 4.58 -9.33 10 4.64 9.27 11 4.89 -8.56 12 5.91 17.06 13 7.82 -59.71 14 9.23 -38.78 15 10.42 -5.16 16 11.29 -18.72 17 11.72 -14.46 18 11.81 2.31 19 12.03 0.75 20 12.24 1.85 21 12.34 9.61 I 22 12.54 -0.26 23 13.58 10.44 24 13.94 -14.85 25 15.37 -14.46 26 15.50 5.37 27 18.39 27.28 28 20.22 5.36 29 29.86 -10.40 30 38.20 -23.12 31 47.54 7.00 32 51.75 -4.61 33 59.14 -0.63 34 74.39 7.82 35 103.48 3.19 36 114.33 4.43 37 121.98 0.07 38 128.79 -1.78 39 136.47 -0.24 40 171.12 -0.91 41 241.59 -0.0001 42 252.96 0.00004 43 334.43 -0.002 44 372.81 -0.00008 45 399.96 -0.0003 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (VERTICAL STICK MODEL) FIGURE 3A-154
t-l.,.. ..... J MODE No.6 J FREQUENCY = 4.28 PARTICIPATION Hz FACTO R =-24.40 f- _f 1/ V _1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES FIGURE 3A-155
f: J MODE No. 12 _1 FREQUENCY = 5.91 PARTICIPATION Hz FACTOR = 17.06 t_ _r _1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-156
J t J MODE No. 13 FREQUENCY = 7.82 Hz J PARTICIPATION FACTOR = -59.71
- t. -- _f
_1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-157
J ~-- MODE No. 14 FREQUENCY = 9.23 Hz PARTICIPATION FACTOR = -38.78 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY-ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-158
- t. -- J MODE No. 16 J FREQUENCY = 11.29 Hz PARTICIPATION FACTOR = -18.72 t~ _f
-1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-159}}