ML22278A234
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MODE No. 27 FREQUENCY = 18.39 Hz PARTICIPATION FACTOR = 27.28 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-160
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MODE No. 30 FREQUENCY = 38.20 Hz PARTICIPATION FACTOR = -23.12 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-162
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-1 MODE No. 34 FREQUENCY = 74.39 Hz PARTICIPATION FACTOR = 7.82 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-163
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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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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
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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
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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, SRV ASYMMETRIC FIGURE 3A-173
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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
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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
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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
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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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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
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KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
15%)
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
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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
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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
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KWU SRV ASYMMETP.IC ENVELOPE (WIDFNED -
15%)
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
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Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
10 Direction:
E-W HORIZ 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, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-190
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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
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KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
15%)
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
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~--------------------
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
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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
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
Direction:
VERTIC~L 128 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
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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
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Loarl Case:
K~m SRV AXISYMMETRIC ENVELOPE (WIDENED -
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Node:
106 Direction:
VERTICAL Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
217' LIMERICK GENERATING STATION UNITS 1 AND 2
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~~~~-----------------------
Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
108 Direction:
VERTIC\\L 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,SRV AXISYMMETRIC FIGURE 3A-198
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
104 Direction:
VERrICAL 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,SRV AXISYMMETRIC FIGURE 3A-199
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100 FREOUENC Y --CPS Accelera tion Spec tra for REAcroR ENCL.
Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
79 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 ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-200
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
81 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
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
77 Direction:
VERTIC\\L Elev:
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
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~-------------------------------------
Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
5_8 ____ Direction:
VERTICAL Node:
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
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~-----------------------
Load C2se:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
60 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 3,A-204
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KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
56 Direction:
VERTICAL Elev:
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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Load Case:
KmJ SRV AXISYMMETRIC ENVELOPE (WIDENED -
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Node:
43 Direction:
VERTIC~
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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-207
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
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Node: ____
2_1 _____ Direction:
VERTICAL Elev:
333' 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-208
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE
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Node:
33 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 REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-209
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (\\HDENED -
15%)
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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Load Case:
KWU SRV AXISY~ETRIC ENVELOPE (WIDENED -
15%)
Node:
13 Direction:
VF.RTIC\\L EJ ev:
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-211
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
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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Load Case:
KWU SRV AXISYMMETRIC 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, SRV AXISYMMETRIC FIGURE 3A-213
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
80 Direction:
VERTIC~L EJ ev:
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-214
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
59 Node:
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, SRV AXISYMMETRIC FIGURE 3A-215
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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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Load Case:
KWU SRV AXISYMM~TRIC ENVELOPE (WIDENED -
15%)
Node: ____
3_2 _____ Direction:
VERTICAL F.lev:
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, SRV AXISYMMETRIC FIGURE 3A-217
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
12 Direction:
VERTICAL E lev:
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-218
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Load Case:
KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
Node:
6 Direction:
VERTIC\\L 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 ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-219
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KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
19 Node:
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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KWU SRV AXISYMMETRIC ENVELOPE (HIDENED -
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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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KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
15%)
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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KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)
Node:
19 Direction:
VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
269'-0 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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KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
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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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VERTICAL Elev:
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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.
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CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -
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Node:
2 Direction:
HORIZ N-S I
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201 '-0 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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CHUGGING GE700 SERIES A~YMMETRIC ENVELOPE (WIDENED -
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Node:
3 Direction:
HORIZ ~-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
217'-0 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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CHUGGING GE700 SERIES A~YMMETRIC ENVELOPE (WIDENED -
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Node:
4 Direction:
HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
239'-0 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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Node:
5 Direction:
HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
253'-0 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
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Node:
6 Direction:
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7 Direction:
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283'-0 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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Node:
8 Direction:
HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
304'-0 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 -
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Node:
9 Direction:
HORIZ N-S Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
313 '-0 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
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Node:
10 Direction:
HORIZ ~-S Elev:
332'-0
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11 Node:
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HORIZ N-S Elev:
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CHUG ASYMMETRIC FIGURE 3A-237
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CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED -
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Node:
12 Direction:
HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
410'-0 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
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ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENF.D -
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Node:
1 Direction:
HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
177 '-0 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
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ASYMMETRIC CHUGGING GE 700 SERIEf. ENVELOPE (WIDENED -
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Node:
2 Direction:
HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
201 '-0 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
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ASYMMETRIC CHUGGING GE 700 SERIEf ENVELOPE (WIDENED -
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Node:
3 Direction:
HORIZ E-W Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
217'-0 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
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ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
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Node:
4 Direction:
HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
239'-0 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
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ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
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Node:
5 Direction:
HORIZ E-W Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
253'-0 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
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ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENED -
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Node:
6 Direction:
HORIZ E-W nampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
269'-0 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
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Node: ___ 7 _______ Direction:
HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
283'-0 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
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ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDF.NF.D -
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Node:
8 Direction:
HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
304'-0 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
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ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
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9 Direction:
HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
313 '-0 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
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ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED -
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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
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ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
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Node:
11 Direction:
HORIZ E-W Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
352'-0 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
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Node:
12 Direction:
HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
410'-0 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
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Load Case:
AXISYMMETRIC CHUGGING G~700 SERIF!;; ENVELOPE (WIDENED - 15%)
Node:
159 Direction:
VERTICAL F.lev:
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, CHUG AXISYMMETRIC FIGURE 3A-251
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Load Case:
AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
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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
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AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
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128 Direction:
VERTIC\\L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
201 '
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
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AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -
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Node:
130 Direction:
VF.RTIC~L Elev:
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AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
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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
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AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
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108 Direction:
VERTICAL Elev:
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AXISYMMETRIC CHUGGING G~700 SERIES ENVELOPE (lTIDENED -
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Node:
104 Direction:
VERTIC~L Elev:
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AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -
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79 Direction:
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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
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Load Case:
AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
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Node:
77 Direction:
VERTICAL Elev:
269'
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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
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Load Case:
AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
15%)
Node:
60 Direction:
VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
283' 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
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Load Case:
AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -
15%)
Node:
56 Direction:
VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
304' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-263
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Accelera tion Spec tra for REACTOR ENCL.
~---------------------------------------------
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
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~~~----------------------------------------
Load Case:
AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
15%)
Node:
43 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
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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
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100 I=REOl1ENC)-CPS Acceleration Spectra for ~R~EA~CTO~~R~E~N~C~L~. ________________________________ _
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
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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
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Acceleration Spectra for ~REA~~CTO~~R~E~N~C~L~. ______________________________ ___
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
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Acceleration Spectra for _REA~~CTO~~R~E~N~C~L~. ______________________________ ___
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
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Acceleration Spectra for REACTOR ENCL.
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
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Accelera tion Spec tra for REACfOR ENCL.
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
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Acceleration Spectra for REACTOR ENCL.
--~----~~~---------------------------------
Load Case:
AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
15%)
Node:
54 Direction:
VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
313'
~~------------------
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-274
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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
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FREOUENCY -*CPS Accelera tion Spec tra for REACfOR ENCL.
~~-------------------------------------
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
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Accelera tion Spec tra for REACfOR ENCL.
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
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100 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:
AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED -
15%)
Node:
19 Direction:
VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
217' 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
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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
u,
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10
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15%)
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
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- rREOUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE Load Case:
AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (\\-7IDENED -
15 %)
Node:
19 Direction:
VERTIC\\L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
269'-0 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
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a.1 fREOUENCY-CP5 Acceleration Spectra for CONTROL STRUCTURE Load Case:
AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
15%)
Node:
19 Direction:
VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
289' 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
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o.t; FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:
AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
15%)
Node:
19 Direction:
VERTICAL Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
304'-0 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 Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
332' 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
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100 FREOUENCY-CPS Accelera tion Spectra for REACTOR ENCL.
Load Case:
AXISYMMETRIC GE CO-BASIC ENVELOPF (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 REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYM.METRIC FIGURE 3A-.285
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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
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6 8
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2 6
8 100 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.
~---
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
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Accelera tion Spec tra for REACTOR ENCL.
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
L.)
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+-+_+_+--+-1~----+---+--+__+_+_+_+_+_1 I'REOUENCY-[PS Accelera tion Spectra for REACTOR ENCL.
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
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100 FRfOUENCY--CP'j Accelera tion Spec tra for REACTOR ENCL.
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
L.)
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PERIOD-SEC.
1 0
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6 13 100 FRE.OUENCY -CPS Accelera tion Spec tra for REACTOR ENCL.
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
LJ I cr PERIOD-SEC.
lOG
.J fJ 1
0
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Load Case:
AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -
15%)
Node:
79 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 ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-292
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100
~R[OUfNCY-CPS Accelera tion Spec tra for REACfOR ENCL.
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
L),
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100 FRlOUENCY-(PS Accelera tion Spec tra for REACfOR ENCL.
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
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100 FRfOUfNC'f-CPS Accelera tion Spec tra for REACfOR ENCL.
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
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FREOUENCY-CPS Acceleration Spectra for REACfORENCL.
Load Case:
AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
15%)
Node:
60 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-296
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FREOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.
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
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- 1. ')0,-------.--.---- --.--.-- ---,
--,---- ~--.--,---------.---.------;.-
- 1. 00 O. 75 0.50 FRfOUENCY-CP')
Accelera tion Spec tra for REACfOR ENCL.
~~~~~-------------------------
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
LJ I a:
PERIOD-SEC.
10 'j u C,!
I I
I i
i I-----,------I------rl'l-rl---~------,---~I-TI-T-I-,-----,----,
- 1. SO ----------- - -----
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z o
to-a:
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to-W I.&J CL Vl r-I- ~~
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__ ~~~_1 0.1 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.
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
LJ I a:
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0::
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(f)
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- 1. 25 I-------~---r--r-~~_rr+------+_--+__+_+_+~~+_-----------+_+_~~~
- 1. 00
f----t--t--i--+-t-++-t------+----+--+--+--+-~_+I 0.75 0.50 r------r---r--~+-~~r+------+_--+__+_+_+~+++_----_+--~--~~~~~I 0.1 6
8 100 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.
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
LJ I cr Cf\\
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to c.
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6 8
100 FRfOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.
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
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- 1. 25
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S
!3 1 0 2
2 6
0 100 FREOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.
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
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~REOUENCY-(PS Accelera tion Spectra for REACTOR ENCL.
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
U 1
cr ifl z
o
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10 '.;
fj 0
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- 1. 25 r------+---+--+-~4-+4-~~------4--~-------~~~-+------~---_4---~-~-~+4~
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FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.
1'----'
I {
~---------------------------
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
L)
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0
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- 1. 00 0.75 0.50 0.25 I
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(3 100 FRfOUEN(Y-(PS Accelera tion Spectra for REACfOR ENCL.
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
L)
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10 r, o !
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I
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- 1. 00 f------_+---+-
--t--+-~r_+_----------- r----+--+--+-_+_+-+-+-~--__t_--+--+__+__+_+_+_+_I 0.75 1-------+--_+--+_~4_~-~~-----_+--_+--+-~4_+~~~---_+---+--+_4_4_++
-l-I----,
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---+__+__+_+-+-HI-~-H---t---+-+__+__+_+_+_+_I 0.25
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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
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PEAIOD-SEC.
10 r;,
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r~-r-i-r----r----I 1.50 ---
--r--- --------,--- -
- r-:--
1.;25 I------+--_+-+-~-+-+-t~t__---_+-_+-+_-+__-+-_J..__+-t_i----+_----r__ --~_+--+--1H 1.00 -------1----~-~--+-+~~~-r--------r_--+_-+~_4_+~-rr----+_--+__+~_4_+44~1 O. 7 5 I----_+--+-+_-r--+-+-t-t-t------+--+-+--r--+-+-t-+-t__----+--*~--_____!-~I__+__+_H O. 50 ~--_+_-_+--------f----
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6
!3 1 0 2
6
!3 10 0 2
6
!3 100 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.
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
U I cr PERIOD-SEC.
I fJ
')
IJ
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r,~--r---i'-'---r---I
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[lIDO f:RfOUENCV-CPS Accelera tion Spec tra for REACfOR ENCL.
~~~~~~~-------------------------
Load Case:
AXIS~ETRIC GE CO-BASIC ENVELOPE (WIDENED -
15%)
Node:
54 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-398
u,
a U"l z o
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cr 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
U I a (f'l z o t-a Ct:
w
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c...
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!3 10 0 2
6 f3 100 Accelera tion Spectra for REACfOR ENCL.
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
U I a:
10 0 rrrri-r i
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- 1. 25 PERIOD-SEC.
! D C !
a c.
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--- -- ---- -------- - - ------------- --------------- --------r-
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o r-eI:
lie W
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0- I 6
g 10.0 2
6 8
100
~REOUENCY -CPS Accelera tion Spectra for REACfOR ENCL.
~~~----------------------
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
u
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100 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:
AXISYMMETRIC GE CO-HASIC ENVELOPF (WIDENED -
15%)
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
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-.-' -------.-r---
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f-
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fi!J 100
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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
U t
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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
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Node:
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VERTICAL Elev:
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Node:
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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
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Load Case:
AXISYMMETRIC GE CO-ADS ~NVELOPE (WIDENED -
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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