ML22278A234
Text
MODE No. 27 FREQUENCY = 18.39 Hz PARTIC IPATIO N FACTOR = 27.28 LIMER ICK GENER ATING STATIO N UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAP ES FIGUR E 3A-160
t-- J MODE No. 29 J FREQU ENCY = 29.86 Hz PARTIC IPATIO N FACTOR = -10.40 t-
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_1 LIMER ICK GENER ATING STATIO N UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A*161
MODE No. 30 FREQUENCY = 38.20 Hz PARTIC IPATIO N FACTOR = -23.12 LIMER ICK GENER ATING STATIO N UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REAC TOR ENCL OSUR E AND CONT ROL STRUCTURE MODE SHAP ES FIGUR E 3A-162
- J t- J til' MODE No. 34 J'" FREQU ENCY = 74.39 PARTIC IPATIO N FACTO R = 7 .82 Hz
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-1 LIMER ICK GENER ATING STATIO N UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAP ES FIGURE 3A-163
I MODE I FREQUENCY PARTICIPATION No. I (Hz.) FACTOR I
I 1 I 14.20 -4.04 2 I 24.75 1.59 3 I 37.67 -0.0003 4 I 47.39 -1.04 5 I 48.03 -0.0001 6 I 68.63 -0.00005 7 I 73.01 1.77 8 I 78.53 0.71 9 I 82.70 0.59 I 10 I 94.42 -0.00007 I 11 I 99.84 -0.31 I LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (VERTICAL LOCAL FLOOR MODEL AT EL. 269'-0")
FIGURE 3A-164
MODE No.1 FREQUENCY = 14.20 Hz PARTICIPATION FACTOR = -4.04 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")
FIGURE 3A-165
MODE No.2 FREQUENCY = 24.75 Hz PARTICIPATION FACTOR = 1.59 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")
FIGURE 3A-166
MODE No.4 FREQUENCY = 47.39 Hz PARTICIPATION FACTOR = -1.04 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")
FIGURE 3A-167
MODE No.7 FREQUENCY = 73.01 Hz PARTI CI PATlaN FACTOR = 1.77 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")
FIGURE 3A-168
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Node: 1 Direction: N-S HORIZ Elev: 177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-169
PERIOD-SEC.
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Node: _____2_____ Direction: N-S HORIZ Elev: 201 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE -3A-170
PERIOD-SEC.
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Node: 3 Direction: N-S HORIZ Elev: 217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE .3A-171
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Node: 4 Direction: N-S HORIZ Elev: 239'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-172
PERIOD-SEC.
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Node: Elev: 253'-0
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PERIOD-SEC.
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Node: 6 Direction: N-S HORIZ Elev: 269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE*GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-174
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Node: 7 Direction: N-S HORIZ Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-175
PERIOD-SEC.
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Node: Elev: 304'-0
- - - Direction: R-S HORIZ Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-176
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Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
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PEAIOD-SEC.
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Node: 11 Direction: N-S HORIZ Elev: 352'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-179
PERIOD-SEC.
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Node: 12 Direction: N-S HORIZ Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRY ASYMMETRIC fiGURE 3A-180
PERIOD-SEC.
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Node: 1 Direction: E-W HO~IZ Flev: 177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-181
PtR!OD-SEC.
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Node: 2
--- - - Direction: E-W HORIZ EIev: 201 '-0 Da~ping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-182
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Node: 3 Direction: E-W HORIZ Elev: 217 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-183
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Node: _____4_____ Direction: E-W HO~IZ Flev: 239'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-184
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Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%)
Node: 5 Direction: E-W HO~IZ Flev: 253 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-185
PERIOD-SEC.
10 G 1 0 0_ 1 o '"
I I I I I I I I
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Node: _____6_____ Direction: E-W HORIZ Elev: 269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-186
PERIeO-SEC.
10 C I 0 0 I i~i~l~i-t~I~I~~I--~lo-----~i~i~i~t~i-1--~i---I--~I-------I~i-t~i--l~i~I--~I--~I----~1 1.25 r------r--~--~+_~-r++------+_--+__+~_+~~~----_4--*_4--4_~4_+4~1 U
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u cr
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Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURF.
Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 7
--- - - Direction: E-W HORIZ Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-187
PER!DD-SEC.
10 C 1 0 o '\ () 01 I j j j I , I I I
- 1. SO
- 1. 25 r-----*+---+--r-~--r~r++-----_+--_+--+_~+_~~------4_--+-_4~~_+~~
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Accelera tion Spec tra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%)
Node: 8 Direction: E-W HO~IZ Flev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-188
PERIGO-SEC.
10.0 I C o I 1.25 r-----~--_r--r_+_~_r++------+_--+__+~_+~~1_----~--~--1_~1_+4~
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Node: 9 Direction: E-W HO~T7. ~lev: 313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-189
Pt:R!OO-SEC.
IC ~ I 0 0 l .9. ('I I'I-I~I'I~I--I~II'---rl- - - - - - , I~I'I~I-,I~I-'I--'I---~I-----~~I~I~I'I~I~I~I--~I--~I----~I' 1.50 I-------,---.--,-.-II-r,,------.---.-~-.-c-r~------~--~--~--~~~
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Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Elev: 332 '-0 Node:
--- 10
- - Direction: E-W HORIZ Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-190
PERIOD-SEC.
10 C I C I I I j I I I j
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Accelera tion Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 11 Direction: E~ HORIZ Elev: 352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-191
PERIOD-SEC.
10 G I 0 o \' *0 01 I. 50
- 1. 25 U
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- 1. 00 Z
0 t-u:
c.:::
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w 0.75 w
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Node: 12 Direction: E-W HORIZ Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYStS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-192
PERIOD*SEC.
10.0 1 0 0.1 D.OJ r',-jITI'j"'--'j- " ' - - - ' j------~,~I'j'j-r!-rj-"--~j---'!------~I~j'j~I~I-'I~I--~'--~j----~1 I H l.J I
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FREQUENCY-CPS Accelera tion Spectra for REACTOR ENCL.
~--------------------
Load Case: KWU SRV AXISYMMETRIC ENVF.LOPE (WIDENED - 15%)
Node:
- -159 --- Direction: VERTICAL Elev: 177 '
Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPOFiT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*193
PER!OD*SEC.
JO G I 0 O.! C.GJ i~I-I~I~I-'I~Ir-~I----I~----~I~I~!~I-'1-I--~!---I---"------~I~I~I~I~I~I-,I--~!---,I------.I t ~S r-----~---r--r-+_r1~++------+_--+__+~_+~+++_----~--_4--+_~4_~~
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Accelera tion Spec tra for REACTOR ENCL.
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 154 Direction: VERTIC\L Elev: 177' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-194
PER! 00 *SEC.
!O. S I 0 O. ! o O!
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node: - -128 Direction: VERTIC~L Elev: -201' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-195
r' ~. R ! 00 :, t L .
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Accelera tion Spec tra for REACTOR ENCL.
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node:
- -130
--- Direction: VERTICAL Elev:
-201 - -' - - - -
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-196
PtR!ClOj[L.
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Loarl Case: K~m SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Elev:
Node:
- -106--- Direction: VERTICAL -217' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-197
Pt:.f':!UOSEL_
10 C 1 0 0 1 :J 01 1 1 1 1 1 -r- 1 1 ---I- - - - - - - - - " , - , - - , --1""'--1--~---r'--I-T,--,----I---T---- 1------,
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Acce lera tion Spec tra for REACfOR ENCL.
~~~~-----------------------
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Direction: VERTIC\L Elev: 217' Node:
- -108--- --------
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-198
PERIOD ~EC.
- 0 G 0 !
f I I I I I I I I 1 0
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~-----------------------
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Elev: 239' Node:
- -104
--- Direction: VERrICAL Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-199
!U J I Q 0 I 'J fjl i 1-'I---'---~1- r I I I I I I I ,--I----.-I----I'I-,~ I I I
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Elev: 253' Node:
- - - Direction: VERTICAL ----------
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-200
P!::.R!ODSEC.
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FREQUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node: Direction: VERTIC~L EJev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-201
- iJ 'J : lJ 1 'J 'j 1 1 -r--~--I--'---- -i--------Tj-,--j -- T-~---I --,--------,1.....-' '""ITi--'---'--'--- -....1-----,
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
77 Elev:
Node:
--- -- Direction: VERTIC\L
-269' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*202
L'J I
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u IJ 'IS u
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~-------------------------------------
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node: _____5_8____ Direction: VERTICAL Elev: 283' Dampinr: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-203
- .J .J ~ (j {) , 1 'J J!
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~-----------------------
Load C2se: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Elev:
Node: 60
Direction: VERTICAL -283' Dampinr.: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3,A-204
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Elev:
Node: - - - Direction: VERTICAL -304' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-20S
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node:
- -35
- - - - Direction: VERTICAL Elev: 313' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-206
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Node: 9 Direction: VERTIC~L Elev: 352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-210
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Node: 129 Direction: VERTICAL Elev: 201 '
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-212
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Node:
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node: - - - 54 Direction: VERTICAL Elev:
-- -313' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-216
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Node: ____3_2_____ Direction: VERTICAL F.lev: -------------
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node: - -12 ----
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node:
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Node: 19 Direction: VERTICAl, Elev: 217' Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-220
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Node: 19 Direction: VERTICAL Elev: 239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-221
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Node: 19 Direction: VERTIC~L Elev: 254' Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-222
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Node: 19 Direction: VERTICAL Elev: 269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL. SRV AXISYMMETRIC FIGURE 3A-223
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Node: 19 Direction: VERTIC~L Elev: 289' Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETR'IC FIGURE 3A-224
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Node: 19 Direction: VERTICAL Elev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-225
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Node: 19 Direction: VERTICAL Elev: 332*'
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-226
pr:.RIOD SEC.
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~REOUENCY-CPS Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: ___1_______ Direction: HORIZ N-S Elev: 177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL.
CHUG ASYMMETRIC FIGURE 3A-227
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Node: 2 Direction: HORIZ N-S Elev: 201 '-0 I
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3'A-228
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Node: 3 Direction: HORIZ ~-S Elev: 217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-229
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Node: 4 Direction: HORIZ N-S Elev: 239'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-230
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__O_R__E_N_C_L_.~,_C_O_N_T_R_O_L~S_T~R~U~C~T~U_R~E_____________
Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 5 Direction: HORIZ N-S Elev: 253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-231
P~R!O!J SEC.
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Node: 6 Direction: HORIZ ~-S Elev: 269'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-232
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Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (vTIDENED - 15%)
Node: 7 Direction: HORIZ ~-S Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-233
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Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node:
- - - Direction: HORIZ N-S Elev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*234
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Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 9 Direction: HORIZ N-S Elev: 313 '-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-235
f' ':. R ! [j ~J SEC.
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Acceleration Spectra for ___R_E_A_CT __O_R_E_N_C_L_.~,__C_O_N_T_R_O_L__S_T_R_U_C_T_U_R_E_______________
Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 10 Direction: HORIZ ~-S Elev: 332'-0
----~---------------
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-236
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Accelera tion Spec tra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: CHUGGING GE700 ~ERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 11 Direction: HORIZ N-S Elev: 352'-0
----~~~~---------
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CHUG ASYMMETRIC FIGURE 3A-237
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Accele ra tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Ca~e: CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 12 Direction: HORIZ N-S Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA. N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-238
P~RIOD*SEC.
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Node: 1 Direction: HORIZ E-W Elev: 177 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG 'ASYMMETRIC FIGURE 3A-239
f~R!OD*SEC.
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Node: 2 Direction: HORIZ E-W Elev: 201 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-240
r~R 100 -SEC 0 10 r; 1 fJ IJ S!
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Node: 3 Direction: HORIZ E-W Elev: 217'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-241
P':R!OD*SEC.
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Node: 4 Direction: HORIZ E-W Elev: 239'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-242
P'::RIOD-SEC.
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Node: 5 Direction: HORIZ E-W Elev: 253'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-243
P':RIOD*5EC.
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Node: 6 Direction: HORIZ E-W Elev: 269'-0 nampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-244
P~RIOD -SEC.
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Node: ___7_______ Direction: HORIZ E-W Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-245
P~R I OD ,SEC.
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Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDF.NF.D - 15%)
Node: 8 Direction: HORIZ E-W Elev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-246
P~RIOD*5EC.
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Node: 9 Direction: HORIZ E-W Elev: 313 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-247
P'::RIOD-SEC.
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Node: 10 Direction: HORIZ E-W F,lev: 332'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND-CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-248
P~RIOD*SEC.
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Node: 11 Direction: HORIZ E-W Elev: 352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-249
r~~R I 00 *SEC.
10 S ! Q o 'JI I
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Node: 12 Direction: HORIZ E-W Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-250
PERIOD-SEC.
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Accelera tion Spectra for REACTOR ENCL.
Load Case: AXISYMMETRIC CHUGGING G~700 SERIF!;; ENVELOPE (WIDENED - 15%)
Node: 159 Direction:
Damping: 0.005,0.01,0.02,0.03,0.05
F.lev: -------------------
VERTICAL 177' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-251
PERIOD-SEC.
lrJ r~ ! IJ 0 ~ fJ ~~
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~~~~~~~~--------------------------------
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 154 Direction: VERTICAL Elev: 177' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREIGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-252
PEAIOD-SEC.
1.50---** ---- ---- _.- - _._-- --- ---.-----.--.-----~.-~~-
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 128 Direction: VERTIC\L Elev: 201 '
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-253
PE R 100 -SEC.
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~-------------------------------
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%)
Node: 130 Direction: VF.RTIC~L Elev: 201' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-254
PERIOD-SEC.
1~ r 1 Q ~ S~
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 106 Direction: VERTICAL Elev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-255
PERIOD-SEC.
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Load Case:
AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 108 Direction: VERTICAL Elev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-256
PERIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING G~700 SERIES ENVELOPE (lTIDENED - 15%)
Node: 104 Direction: VERTIC~L Elev: 239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-257
PERIOD-SEC.
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--~---------------------------------------
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%)
None: - - 79 Direction: VERTIC~L Elev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-258
PERIOD-SEC.
lQ S 1 ~ G ~ C; S~
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 81 Direction: VERTICAL Elev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*259
PERIOD-SEC.
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~---------------------------------------------
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 77 Direction: VERTICAL Elev: 269'
----~~~--------- ------------------
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PERIOD-SEC.
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Load Case:
AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 58 Direction: VERTICAL Elev: 283' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-261
PERIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 60 Direction: VERTICAL Elev: 283' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 262
PERIOD-SEC.
r..: S~
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Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%)
Node: 56 Direction: VERTICAL Elev: 304' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-263
PERIOD-SEC.
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~---------------------------------------------
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 35 Direction: VERTICAL Elev: 313' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 264
PERIOD-SEC.
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~~~----------------------------------------
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
43 Node:
Direction: ------------------ VERTICAL Flev: 313' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 265
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Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%)
Node: 21 Direction: VERTIC\L Elev: 333' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 266
PERIOD-SEC.
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~~~---------------------------------
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%)
Node: 33 Di rec tion: VERTICAl, Elev: 333' Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-267
PERIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 9 Direction: VERTICAL Elev: 352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-268
PERIOD-SEC.
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~--------------------------------
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 13 Direction: VERTICAL Elev: 352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*269
PERIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%)
Node: 129 Direction: VERTIC\L Elev: 201' Damping: 0.005,O.Ol,0.02,G.03,O.OS LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE'GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-270
PEAIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 107 Direction: VERTICAL Elev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE,GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A* 271
PERIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (l-TlDENED - 15%)
Node: 80 Direction: VERTICAL Elev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREIGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-212
PEAIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 59 Direction: VERTICAL Elev: 283' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-273
PEAIOD-SEC.
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--~----~~~---------------------------------
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 54 Direction: VERTICAL Elev: 313'
~~------------------
Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-274
PERIOD-SEC.
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Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%)
Node: 32 Direction: VERTICAL Elev: 333' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A* 275
PERIOD-SEC.
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~~-------------------------------------
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVF.LOPE (WIDENED - 15%)
Node: 12 Direction: VERTICAL Elev: 352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-276
PERIOD-SEC.
c S~
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Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)
Node: 6 Direction: VERTICAL Elev: 410' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-277
PERIOD-SEC.
10- 0 I _0 -" C _I e _'.; ~
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Node: 19 Direction: VERTICAL Elev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-278
P!::.r(! U!J -SEC.
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~~~~~~-------------------------------------
Load Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%)
Node: 19 Direction: VERTICAL Elev: 239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-279
PERIOD-SEC.
10 ~.
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Node: 19 Direction: VERTIC\L Elev: 254' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS, REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- ~O
P~R!GO-SEC.
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Node: 19 Direction: VERTIC\L Elev: 269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-281
PER!OD**SEC.
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AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%)
Node: 19 Direction: VERTICAL Elev: 289' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*282
PERIOD-SEC.
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Node: 19 Direction: VERTICAL Elev: 304'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 283
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fREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%)
Node: 19 Direction: VERTIC~L Elev: 332' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-284
PERIOD-SEC.
10 ')
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%)
Node: 159 VERTICAL
-- - - - Direction: ------------------ Elev: 177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYM.METRIC FIGURE 3A-.285
PERIOD-SEC.
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~-----------------------
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 154 Direction: VERTICAL Elev: 177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A**286
PERIOD-SEC.
10 C, ! f) 0 ! 0 'J!
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED- 15%)
Node: 128 Direction: VERTIC\L Elev: 201'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-287
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%)
Node: 130 Direction: VERTIC~L Elev: 201'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 288
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 106 Direction: VERTICAL Elev: 217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-289
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 108 Direction: VERTICAL Elev: 217'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 290
PERIOD-SEC.
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Load Case:
AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%)
Node: 104 Direction: VERTIC~L Elev: 239'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 291
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%)
Node: 79 Direction: VERTICAL Elev: 253'-0
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Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 292
PERIOD-SEC.
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Load Case: AXISYMMETRIC GF. CO-BASIC ENVELOPE (WIDENED - 15%)
Node: - - 81 Direction: VERTICAL Elev: 253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-293
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 77 Direction: VERTICAL Elev: 269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 294
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 58 Direction: VERTICAL Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*295
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node:
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PEAIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 56 Directien: VERTICAL
Elev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-297
PERIOD-SEC.
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~~~~~-------------------------
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%)
Node: 35 Direction: VF.RTIC~ Elev: 313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE lA-298
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 43 Direction: VERTICAL
------------------ Elev: 313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-299
PERIOD-SEC.
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Load Case:
AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 21 Direction: VERTICAL Elev: 333'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-300
PERIOD-SEC.
to c. ::, 1 i-I j-' j-'- ,-- , - - - - , - - - - , i r I [-I ,- I - - r--- - -;-,,-r -i-'--i---,----r-----I
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Load Case: AXISYMMETRIC GF. CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 33 Direction: VERTIC~L Elev: 333'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-301
PERIOD-SEC.
I (; r~ I rj 0 I D S1
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 9 Direction: VERTICAL Elev: 352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-302
PEAIOD-SEC.
lOS
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Load Case:
AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 13 Direction: VERTICAL Elev: 352'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 3.03
PERIOD-SEC.
10 '.; ! fj 0 ! 0 01 j- r-j-1T---r--,--'------ r---------Tj-,---,-r-,---r--,----,- -----T'-,-l---;---T - I- - l - - - - - r - - - - - j
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~---------------------------
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%)
Node: 129
Direction: ------------------- VERTIC!L Elev: 201'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-304
PERIOD~SEC.
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Load Case: AXISYMMETRIC GE CO-RASI~ ENVELOPF (WIDENED - 15%)
Node: 107 Direction: VERTICAL Elev: 217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-305
PERIOD-SEC.
10 r, o ! o ~I l-r~I---'-I-T- ---- -,---- ------1-ir i--,- I I I -'---iTi-i-i---r-i---r-r---1 1.50 ------------ ---- --,------------------------,---- ------
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 80 Direction: VERTICAL Elev: 253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC fiGURE 3A-306
PEAIOD-SEC.
10 r;, I C, ~ I U c~ I "I-'~ I I , - - T i - ' - i - r - , - - - ' - - i - , - - - - - ,r~-r-i-r----r----I 1.50 - - - --r--- - - - - - - - - , - - - - ---,-- - r-:--
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Load Case: AXISYMMETRIC GE CO-RASle ENVELOP~ (WIDENED - 15%)
Node: 59 Direction: VERTIC~ Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-307
PERIOD-SEC.
I fJ ') ! IJ /) 1 I) -j 1 ITI-) - , -r--j----'-------j-- --- - - - - - r l - l - j - - r - i - r - , - - - , - - - - - - - , r,~--r---i'-'---r---I
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~~~~~~~-------------------------
Load Case: AXIS~ETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Elev: 313'-0 Node:
-- 54
- - - Direction: VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-398
-r--,-
PERIOD-SEC.
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Accelera tion Spec tra for REACfOR ENCL.
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 32 Direction: VERTICAL Elev: 333'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-309
PERIOD-SEC.
I. 2S 1--
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 12 Direction: VERTICAL Elev: 352'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-310
PERIOD-SEC.
10 0 ! D C ! a c.
rrrri- r i ---T------j '-T,,-r---j---r - -T- ------r--- --- ----p-,'- j--r --,--,- --r --- - --I 1
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~~~----------------------
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: __6____ Direction: _V_E_R_T_I_C_A_L_____ Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-311
t'tKIUU-:'U.
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Node: 7 Direction: VERTICAL Elev: 217' Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*312
PER !nn~EC.
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Acceleration Spectra for CONTROL STRUCTURE Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 7 Direction: VERTICAL Elev: 239' Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-313
"fR!O!i . ':Iff .
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Acceleration Spectra for CONTROL STRUCTURE Load Case:
AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 7 Direction: VERTICAL Elev: 254' Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*3/14
P~RfOO*SEC.
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Node: 7 Direction: VERTICAL
-------------------- Elev: 269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-315
PEIUOn-SEC.
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AXISYMMETRIC GE CO-BASIC EtNELOPE (WIDENED - 15%)
Node: 7 Direction: VERTIC\L Elev: 289' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-316
P~R:OG*SEC.
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Node: 7 Direction: VERTICAL Elev: 304'-0 Damping:
0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-317
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In fREDU£NCY-CP!i Acceleration Spectra for CONTROL STRUCTURE Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)
Node: 7 Direction: VERTICAL Elev: 332' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-318
PERIOD-SEC.
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Load Case: AXISYMMETRIC GE CO-ADS ~NVELOPE (WIDENED - 15%)
Node: 159 Direction: VERTICAL Elev: 177 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A- 319