ML21133A075
Text
{{#Wiki_filter:MODE No. 27 FREQUENCY= 18.39 Hz PARTICIPATION FACTOR= 27.28 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-160
t .... J MODE No. 29 FREQUENCY= 29.86 Hz _T PARTICIPATION FACTOR = -10.40 t-' _r _r LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-161
MODE No. 30 FREQUENCY= 38.20 Hz PARTICIPATION FACTOR= -23.12 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-162
- J MODE No. 34 FREQUENCY= 74.39 Hz PARTICIPATION FACTOR= 7 .82 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-163
I I MODE I FREQUENCY I PARTICIPATION No. I (Hz.) I FACTOR I I I I 1 I 14.20 I -4.04 2 I 24.75 I 1.59 3 I 37.67 I -0.0003 4 I 47.39 I -1.04 5 I 48.03 I -0.0001 6 I 68.63 I -0.00005 7 I 73.01 I 1.77 8 I 78.53 I o. 71 9 I 82. 70 I 0.59 10 I 94.42 I -0.00007 11 I 99.84 I -0.31 LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 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 1AND2 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 1AND2 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 PARTICIPATION FACTOR= 1.77 LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-169
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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 1AND2 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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Node: 3 Direction: N-S HORIZ Elev: 217'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 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: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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Acceleration Spectra for REAC'fOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 5 Direction: N-S HORIZ Elev: 253'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*173
PERIOD-SEC. 10 0 I 0 0 I O 01 I I I I I I I I I 'I I I I I I I I I I I I I I I I I I I.SO .-~~-.~-.~.-.-.-r-.-,-;-~~~-r--~.--,--.-.--.--r-.-,.-~~--,-~-,.~-.-~-.-~-.- L.J I er (fl I. 00 z a t-er Q:: w _J w 0.75 u u a: _J a: CY t-u w Cl.. V) 0.50
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Node: 6 Direction: N-S HORIZ Elev: 269'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE.GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-174
PERIOD-SEC. u I er I. 00 - -
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Node: 7 Direction: N-S HORIZ Elev: 283'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 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. I 0 Ci I 1 C: !* f) 'j? 1~r~1-r--,----~*--j--l-j--I I I ~,-j-lJ---,---..-,---j I. SO -------- - - - - - --r-***-------- ------- - - - r---~~-~--------,-------r-*-~~~ L) I a: (fl I. 00 z -a: 0 I-er w _J w 0.7S w w a: _J a: fr"' I-w w CL Vl a.so D. I 2 5 £l I 0 2 5 6 2 6 8
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Node: Direction: R-S HORIZ Elev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 9 Direction: N-S HORIZ Elev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-1n
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Node: ~~1_2~~ Direction: N-S HORIZ Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-180
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Node: 1 Direction: E-W HO~IZ Flev: 177'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 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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- - - Direction: E-W HO~IZ Dampin~: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 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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Node: Direction: E-W HORIZ Elev: 269'-0 Damping: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 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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0 t-er: c.:: w _J w 0. 75 u u er: _J er Ct' t-, u w CL. (J') a.so 0.25 0.00 O. I 2 i; '3 I 0 2 Ii '3 10. !) 2 fi B 100 FR EO UENC Y - CP ri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURF. Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: E-W HORIZ Elev: 283'-0 Damping: o.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-187
IC C t 0 C 'I 0 Ct i I I I I I I I 'I I I ' I I I' I I I I I I I I I. so
]. 25 LJ I
CL
]. 00 z
0 t-CJ: ~ w _J IJ.J u 0.75 - u CJ: _J a: Cr' u w CL VI 0.50
- 0. 2 5 - - - - - + - - - + - * - - ~*-- -- ~- ~ --t-+---+---t---t---f--+-+--+-+-+-----1---1--+--+--+-+-+-+-I F REG UENC '( - l P 'i Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%)
Node: 8 Direction: E-W HO~IZ Flev: 304'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*188
Pt:RICD-SEC. 10.C l c 0 I I I I I I I I I I I I I I I I I I I I I I I I I I (...) I u: I. 00 z
-u:
0 I-c.:: w _J w 0.75 u u u: _J a: Cr' ,t-u w CL. a.so 2 Fi 13 100 FREQUENCY-CPS Accelera~ion Spectra for REACfORENCL., CONTROL STRUCTURF. Load Case: KWU SRV ASYMMETP.IC ENVELOPE (WIDFNED - 15 %) Node: 9 Direction: E-W HO~T7. ~lev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-189
PtR ! 00 -SEC. IC S I C 0 l .v. (ll I
',~-'~-'-*r--'-.~r-11-.-.-. . .*-'~'~-.'~'-.-'-:--.'---c-.-7'""~~~--...----,.--.---'---.---,-....---.'
I I I I I I I 1.50 . u I er ....... 1. 00 z 0 I-er c.i:: w _J l.J.J u 0.75 u a: _J a: Cr' I-u w c.. 0.50 ii) Q. 25 t-----t---t--r--+--+-t-t-++---4--.+---+.~--i--+-+..-i-4--------l.--....J.*---- ~~--+-~-+-I 2 6 B 100 FREOUENC Y-CP~J Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Elev: 332 '-0 Node:
--- 10
- - Direction: E-W HORIZ Damping: O.OOS,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-190
PER !OD -SEC. IC G I C c 1 c "' I l I T I l I T I
- 1. 25 u
I u:: """ I. 00 z 0 u:: Ck:: UJ
...J UJ w 0.75 u
a: ...J u:: Ct' u UJ CL. (J"J 0.50 r, '3 JO_ Q 2 fi 8 100 FREOUENCY-CP'i Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 11 Direction: E-W HORIZ Elev: 352'-0 Dampin~: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-191
PER !OD <.iEC. 10 ~ I 0 0 t* *o Cl I I I ' I ' I I I I 1 I I I I I I I I. so I. 25 (_J I c.r I. 00 z -c.r 0 t-c.::: l.JJ _J w 0.75 u u c.c _J u: Ct' t-u w CL.. V'I a.so 2 !i 6 100 FREOUENC'f-CP'J Acceleration S.pec tra for REACTOR ENCL.* , CONTROL STRUCTURE Load Case: 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-192
PERIDD*SEC. 10.G I 0 0.1 !J.Ol r,1-1,-,-!~1r-r1~~1--,!,--~~I~~~~,~1~1~1-.-!-.-I-.--,~~l~-,--!~~~~,~1~1~1.--.-1-.--!~1~~,~--..l~~----.I I H l.J I er IJ)
- l. OG z
0 I-a: a::: IJ.J _J IJ.J w G 7S u a: _J a: a:::: I-u IJ.J ~ Ill G r,o
...-=:-.. = ...
L___l~l--:LLUlli~~~l--LJJJ~~~~===t~~=r~+/-t-~-d~d C. GG 0. 1 2 4 fi 6 I. 0 2 4 8 2 6 8 Fi 10. 0 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~---------------~~-
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -159
--- Direction: VERTICAL Elev: 177' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPOfiT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*193
PER! OD -'.°.JEC. JOG I 0 0. l G.GJ i~!-lr-r-'~,--,.,-,-~,--,--~~,~,~~~,-.--,,-~,.--,---~,.----,~,~l~!~i-,-- 1 ~1~~,~-.-,-----,1 u I a: . .n l . OG f----+---+--+----+---~-+--+-+-----+-----+----+---+--+---+-+-1--4------+--4--4---4-4-+--+~ z D t-a: CJ:::'. w _J w C IS 1----~--+--+--+-+---+-+-+--+----+--+---+---+-+-+-+-+-+------+---+--+---+--+--.+-+~1 LJ LJ a: _J a: O:' t-LJ Ll.J CL (/") 0. r,c 1----~--+--+--+-+---+-+-+--+----+--~--+---+--+-+-.+-+4-----+---+--+-4--+-+-+-+--1 (I. GG L __L_l_LU_lilL__L..J!!!!!!!!!!!!~~~flr=__l__L_LLUJJJ
- 0. I 2 FREQUENCY **CP:i Acceleration Spectra for REACTOR ENCL.
-----~------~-~-----
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -154- - - Direction: VERTIC\L Elev: 177' Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-194
PtR ! oo -stc.
! 0 C. I 0 0. ! 0 O!
i 1 !1 1-11 1. -J,.---,.--1--_:_-r-T"'I,*~I~,~I~~,-~!- -
. 1 i_,!-,l--y!--,l----,!--,ir-.-,,,..,-.-,.-,i-..-
u I a: ..n 1. OG z D ~ I-a: et=: w _J w G 75 w u a: _J a: er I-u w Cl.. VI 0. r,o G. ~S i------t---t--t-+-t--;-t--+-+---+---+--+--+-+-+-+-+-+-----+-~--1-_J._..-1--1-1.-Ll
- 0. GG L~LUllillL_l_llJ~~~F-5.~~~k--l~~~-+/--+/-+/-Jd
- 0. I 2 4 Fi g l. 0 2 Fi 8 l 0. 0 2 4 fi 8 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
--~~--~~--~~~--~------~--
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Direction: Elev: 201' Node:
- -128--- VERTIC~L Dampin~: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-195
J:' !-. R ! 0 0 '., f l .
- 0. 0 I C Q C!
l~T-T-1-.--~, ----,--i""'"I-.,..- I I I I 1 rJo ' - * - . . - - - - - - - - - ------,---,--,..-- -- - ... * - * - - - - *--.......---- ----~~-~
- t. H L)
I c.r: VJ I. GC z D I-a. a::: w _J w LJ G 1:., LJ a: _J a: CY I-u w CL V) 0. r,o
- 0. I 2 fl g I 0. Cl 2 4 Ii g I 00 F R EQ U E NC Y - L P '.°>
Acceleration Spectra for ~REA~-CTO~~R_E_N_C~L-*~~~~~~~~~~~~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -130
--- Direction: VERTICAL Elev:
-201' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-196
Pt.R!CIO '..Jt. L .
!O G I D 0 ! 0.0!
r I I ! I I I I
---------, I I I I I I I I I I I I I I l l I, r~o u
I er V1 I. OG z 0 t-er: 0::: LiJ _J w C. "IS u \ u er _J er Q:'.'. t-u w CL r.n I), r,0 D. ~S t-----t---+-t-+-+--1-+-++----+--+--+---+-+--+-++-+------+--4--4----l-4--~-U 2 fi 5 10. 0 2 4 fi 6 100 FREQUENC Y--CPS Acceleration Spectra for REACTOR ENCL.
-------~---~--~----
Lo a rl 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*197
Pt:.f\!UO SEL. 10 C I 0 0 l '.J 01 j 1 I 1 I -r- I 1 -- - - ---*--ljl_j_T --r-r--J --~--j-,-j-Tj--,----,-- -,-- --- r------, I H l..) I er lfl
! cc.
z D -~ t-er: a:::: lJJ _.J w ,- u *-' "/'.; u er: _J cr CY t-w w CL V1 c r.n 11.1 C1 .r c ~~G L _ _-J.._ __L_J__J__L_LJ_l_L__ __L_~~~~~f=i_u__ _ _L _ _L_L_J_l_ljJLJ o_ i 2 4 r; 5 I 0 r, g I 0. 0 2 4 6 B 100 FREQUENCY-LPri Acceleration Spectra for _REA __cro ___R__E_N_C_L __ . --------------------~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) F.lev: Node: 108 Direction: VERTIC\L
-217' Damping: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-198
Pt:R!OO ~EC.
- o G I 0 0 ! ::J. GI f ! I I I I I I I ! f T I : 1 T I I I! I I I I I
' I I I rJo
(...J I cc (/'I I. 00 0 z I-cc Q:: w __J w G 15 u u cc __J cc Ir I-u w (L VI 0. r,o 4 fl g I. 0 6 g 10. 0 2 4 6 B JOO FREQUENCY --lP~i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~--~~~-
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: _ _ 10_4_ _ Direction: VF.R'fICAL Elev: 239' Damping: o.oos,o.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-199
! u _, 1 lJ () l i -, -;- - 11*--r-~,- r I
- 1. r,c --*---~----- ----- --~------~------- ---- --- --------~-~-..----,-*-r----..-~
l H u I a: V'
- l. 00 z
0 I-CI CJ'.'. w _J w u 0. IS u a: _J a: Lr' I-u w Cl_ (fJ G. r,o Ci ~~ r----+--+--t--t--t-+-i-t-+-----+--+--+-~-+-+-l-+-+------+---+--+--4---+--+-4-+-t C.. OG
- 0. I 2 5 g 1. 0 2 6 g 10. 0 2 6 8 100 FREOUENC Y-*CPS Acceleration Spectra for REACI'OR ENCL.
~~~~~~~~~~~~~~~~--~~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Elev: 253' Node:
- - - Direction: VERTICAL Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-200
PE:.R!OD '.JEC.
!O G I Cl 0 ! 0 Cl
--,~I~ 1 ~1-.--
1 -1.--~!~~,--.-1*~~~~,~,~,-.,-,-l~'--1-~!~~l~~-l I .,, u I ...a:, z 0 er Q::: w _J w c ., r.., t-------+---+--+--+--+--t---+-+-+----+---+---+--4--+-+--+--+--+----4-~---+--+---+--+----'~ u u a: _J a: er u w CL U1 c. r,o r----r---r--t---t--f--1--t-+-+----+---+--+--+--+-+-+-+-+----+---+--+--J---+-+-+~
- 0. I fi 8 10. 0 6 8 100 FREQUENCY-CPS Acceleration Spectra for REACI'OR ENCL.
Lo ad Case: KWU SRV AXISYMMETRIC F.NVELOPE (WJDF.NED - 15%) Node: Direction: VF.RTIC~L EJev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-201
._f\ ! JU :.LL.
- u '; ! lJ 1 1 -r*-~--,-,--- -,--------,- i,---i ** r-~---, --,--
I 'JO ---~---,**------.--,---.--------*--- *-----,.--~-~------ -----*-- ---~-~-~~~ l~ I a: (J'l I. OG z D I-er ~ w _J w G. 7S u u a: _J a: er I-u w CL fj) o. r,o ----- -- O.GG ~--
- 0. I 2 5 !) I. 0 2 6 !3 I 0. 0 2 6 6 !DO FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~----~~~~~~~~~~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Elev: Node: 77 Direction: VERTIC\L
-269' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-202
l(J (_) 1 G U 1 'J r; l I r-,,,--,---,--T I I I I I I I I I -----,---------,-,-1-ri--1~,---r--i------,
- 1. 'JO * - - - - - - - - ----- --- --- -----*------------- __ .------ -* ______________ ------..----.---~-
L) I er IJ"l
- 1. OG z
0 t-CT er:: w
...J w
LJ IJ 7S LJ er _ _J er cc I-LJ w CL. 1.11 0' r,o
- 0. 2S 1-----r---t--t-t-t-t-t--tt---+--+--+-t--+-+-+--+-+-----l-----4---i---t---!--Ll-LI EB 1r "
;?=~~ J/ -'\.
~ ....,_~L_Ll_
- 0. OG 1 ---~-_L_ _.!___L_~LJ_L.LL_ _~J_-~~~~.
- 0. I 2 oi "i G I 0 2 °" 5 S 10. O 2 6 8 100 FREQUENCY-CPS Ac eel era ti on Spectra for REACTOR ENCL.
---------------~--~~--~~--------
Lo a rl Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 58 Direction: VERTICAL Elev: 283' Dampinr: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A*203
- .J 'J ~ (j {) ' l 'J J ?
, -r111 1 1 --,----T--- --------,-i----,l-,--1--:-- ,-*-----,----------1"Ti~'---~---r--1 1 rJo -*------*--- ---------- ---------------- *---------.---
- l. H LJ I
a: lf1 z 0 l-a: er:: w __J UJ LJ L.l a: __J er Cr' 1-u w CL r.n 0. r,G 1----r---t--t----t-t-+--+-+-+----+--+-----+-+-+--+--+-+4----+----l--~--t.---4--..i--!.-'-J 0.GG
- 0. I 2 5 S I 0 2 5 g I 0. 0 2 6 B I 00 FREQUENCY-CPS Acceleration Spectra for _R_E_A_cr __o_R_E_N_C__L._*~~~-----------
Load C2se: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 60 Elev: 283'
--- - - Direction: VERTICAL Dampillf.: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3,A-204
/ lj '. rJ *;:
I -,-, - , - , - - I _____ T_j_ ,-1--i---, - , - - - - I-----T----*--7~~--1----r----i------I
- l. ':JO ----- --r------------- - - - - - - - - - . . . . - - - - - - - - - - * - - - ---.......- - - - - - - - - - - - - - - - - , - - - - - - - - - -
u I CI (/)
- 1. OG z
0 ~ t-IT er.: w __J Ld LJ C. lS u CI _J CI ct' t-LJ l.J.J Cl... fJ1 C. r.,IJ FREQUENCY-CPS Acceleration Spectra for ~-R_E_A_cr_o_R_E_N_C_L ______________~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: Direction: VERTICAL Elev: 304' Damping: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-205
lCJ *_, 1 fj (j l '.J 'J l
,-,~--r-1----1--, 1 , 1 1 , , , 1
- l. 'JC ------ - - - - - - - - - - ~--
I ir u I er (fl
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D ~ I-er CJ::'. w _ _J I.LI ,,
*)
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CI _J er (Y I-u uJ ()._ (/) f.1 r,c
- 0. l 2 s g I. 0 2 5 G I 0. 0 2 6 8 100 FREOUENC '(--CPS Acceleration Spectra for ___R_E_A_cr __o_R_E_N_C_L_.________________________
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 35 Direction: VERTICAL Elev: 313' Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-206
I ' I\ : f j [J '; ~ l .
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1 ic Ll I er Vl z D I-- er fr'. w w !J. JS ~---+----+--t---+--!--+-+--t-ir-----t----+--+---t---+-+-+-t--1C----+-----+-+--+--+-+-+-+-I LJ LJ er er Cr' 1-LJ U.J (L (/') o.co
- 0. I 2 5 G I 0 2 'i G I0 0 2 4 6 8 100 FREOUENCY- lPc)
Acceleration Spectra for REACTOR ENCL.
~~-~~~~~-~~~~~~~-~~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: Direction: 313'
- - - VERTIC~ Elev:
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-207
I'~ ~: : l ~ ~) ', '. L I .,
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I. rJo ----------i-------- -----
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a vi z 0 f-a er: w__J l.J.J u l_; a: _ _J a: Cr' f-u l.J.J u.. 0. r,o !----+----+-----+--*- --+-+---t-+-+-------*~--+--+---+-~-+--+-+----+---+---+---+--+-+-~ ()) r_,' *ir 1------+---+---+---+-+--+-+--~~-----~----r-----t--r-~-t--r-t-t----==1=--t---t--t--t--t-t-t-I
- c. GG *------~---*- - - - - - -----------L-~!!!!!!!!!!~~LU...Ll_ _ __l__
2 4 S G I 0 2 4
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S
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'3
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_l__l_JLJ_i::::O:::J 0 I g 100 FREQUENCY-CPS Acceleration Spectra for ~-R_E_A_cr o_R_E_N_C_L_.~----~--------------- Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- - - Direction: VERTICAL Elev: 333' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-208
'J i J ,
- *; - - -,-- *- -*-----*-*- ----*---~--------*-
- l. "!(
u I a: (f1 1.0::; z D I-rr c.::: w . .J IJ.1 u (_; a: _J rr Cr' 1-L.J Ir'-'- IJ.j (.L
- J) 0 GG 2 6
- 0. 1 e 1 OD r RE:O UENC Y** l P 'i Acceleration Spectra for __
~-R_EA Cf_O R_E_N_C_L_.______________________
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 33 Direction: VERTICAL Elev: 333' Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-209
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Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (\HDENED - 15%) Direction: VERTIC~L Elev: 352' Node: Damping: o.005,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-210
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~------------------
Lo ad Case: KWU SRV AXISY~ETRIC ENVELOPE (WIDENED - 15%) Node:
- - - Direction: VF.RTIC~ EJev:
-352' Damping: o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-211
P:.R IOD SE:.C.
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FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
-------~-----------
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -129
--- Direction: VERTICAL Elev:
-201' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-212
- o G 1 (l 0 ~ '.l G '.
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- -107--- Direction: VERTICAL Elev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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%) EJev: Node:
- - 80
--- Direction: VERTIC~L
-253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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%) Node:
--- 59
-- Direction: VERTICAL Elev:
-283' Damping: o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-215
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- CP ',
Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~
Load Case: KWU SRV AXISYMM~TRIC ENVELOPE (WIDENED - 15%) Elev: Node: _ _3_2_~- Direction: VERTICAL -333' Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-217
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___R __E_N_C_L_.______________________~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 12 Direction: VERTICAL Elev: 352' Damping: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-218
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Acceleration Spectra for _REA __CTO __R_E_N_C_L_*~~~-------- Load Case: KWU SRV AXISYMt-fF.TRIC ENVELOPE (WIDENED - 15%) Node: 6 Direction: VERTIC\L Elev: 410' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-219
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~~~~~~~~~~~~~~~~~~~~~~~-
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAT, Elev: 217'
~~~~~ ~~--~--~--~- ---~----~~~~--
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-220
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--~---~-------~---~------
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 239' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-222
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-----------------------~
Load Case: KWU SRV AXISYMM'ETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 269 '-0 Damping: 0.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL. SRV AXISYMMETRIC FIGURE 3A-223
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~------------------------------~--~--------~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~L Elev: 289'
~-------- ~--~----------~ ~--~------~----~
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-224
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Lo ad Case: KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 304'-0
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Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A*225
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Node: 1
-- - - - Direction: HORIZ N-S
----------- Elev: 177 '-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 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: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 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: 6 Direction: HORIZ ~-s Elev: 269'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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Node: 7 Direction: HORIZ ~-s Elev: 283'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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Load Case: CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- - - Direction: HORIZ N-S Elev: 304'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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~~~~~
Direction: HORIZ ~-s
~~~~~~~~~~
Elev: 332'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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~~~~~
Direction: HORIZ N-S
--~~~~~~~~~
Elev: 352'-0 Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL* STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-237
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Node: 12 Direction: HORIZ N-S Elev: 410 '-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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~R!O!J*SEC. 1f) s ? 0 I! I I I 1 I I I I I I I I I I I! I I I I I I I l.25 1------t-~-t-~t--+-t-i--t-++~~~-t-~-t---+---+-+-+-++-+-~~--+~~~--+--+-~~~ u I CI' I - !/"!
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Node: 1 Direction: HORIZ E-W Elev: 177'-0 Damping: o.oos,o.01,o.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 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. IQ 'J ! Q a. 'J ! r I I I I I r I I I! I 1 I I I 1 I
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~REOUENC Y -CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASTI-iMETRIC CHUGGING GE 700 SERIEf. ENVELOPE (WIDENED - 15%)
Node: 2 Direction: HORIZ E-W Elev: 201 '-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-240
ri:R I OD -SEC. I 0 <; l IJ Q S! I I I 1 I ~,----I--~-lfjl I 1 I I L) I er "' 1.00 1-----+---+--+--+-+-t-+-++---+--+--+-+-+-+-++-t-------t----t--r---t--t-1-T-t-I z 0 t-er a:: w _J w 0. '75 l----+---+--+--+-+-+-+++---+--+--+-+-+-+-++--+------+---i---t---tt--r--t-t-t-1 u u er _J ri-- er lk" t-u LLJ 0.... /,.._, ..,.., 0.50 1-----+---+--+--+-+-t-+-++---+--+--+-+-+-+-++--+-----+---t--+---tt--t-ttt--t-I I '
~REOUENC'r-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENF.D - 15%)
Node: 3 Direction: HORIZ E-W Elev: 217'-0 Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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P'::R!OD*SEC. 1 f) s ! I) c '"'1 1~--i--r-,--~--1 ----.-,-,--.,-,-.,-,---.,--,----.,----,--.i-,-.-,-1---.,--1-,.----.---1--- u I er Vl
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Pl'.:RIDD*SEC. IQS ~lJ S! OS!
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Node: 6 Direction: HORIZ E-W
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Elev: 269'-0 nampin~: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 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 Elev: 283'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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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Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDF.NF.D - 15%) Node: 8 Direction: HORIZ E-W Elev: 304'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 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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I u I er V'I I. 00 z 0 I-a: ci::: LL.l __J LL.l u 0. *15 u a: __J a: er I-u LL.l ll. V1 0.50
--=~
0.00 L_~~t2~__l._J_JLJ_J_ll.L_~~J_~J__J__J__L1Jll.-:=:.:~~~~~~~~JjLJ 0- I 4 G g I .0 2 4 6 g I 0 _0 2 4 6 B I 00
"'REOUENCY-CPCJ Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED - 15%)
Node: ~~~~~ 10 Direction: HORIZ E-W
~~~~~~~~~~
Elev: 332'-0 Damping: o.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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~R!OO *SEC. 10 '.) ! I) I I I r I I I I I I 1 I 1 I - , - - - - I- , - - - i - - - 1
- l. so ~-----~--n LJ I
er 1/1 J. OD z 0 t-er Ck'. IJ..J _J w D. *75 u u er _J cr: Ct' t-u w CL 1/1 0.50 0.25 1~---t---+--t---t-*t-+-t-+-+----+--+--+--+-+-+-+-+-+----+---+--+--+--+-+-+-+-1
"'REOUENCY--CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%)
Node: 11 Direction: HORIZ E-W Elev: 352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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 'J ! Q c ' 0 'JI I I I I I I I I I I I I I I I I I ---r----,-i~-r- I I I I.SO ~~---~~-.-~--,,~-r---.-~~------.~---,~--,-~-.-----r--.~.--~~~~-,-~~..----.-~~ 1 L) I a: l/1
- 1. 00 z
0 I-a: Cl'.'. UJ _J w 0. "15 u u a: _J er O:' t-u LLJ Cl. l/1 a.so 0.00
- 0. I 2 5 g I 0 2 6 B 100 JOREQUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%)
Node: 12 Direction: HORIZ E-W Elev: 410'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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. 1c s ! fJ .. ' IJ ~ !
;*-*1,--i--,--I --,-----i*------T-j*-.--,1-,-~ I l~*-,----,----..,--T---
1 1 1
- l. 50 r----.~-r-;--.-~1-;-r;--~--,.---;--,-~-.--:-,-7.----.---,---,.---,-~-,--~
u I er
"'" I. 00 z
-er: 0 I-c.::: w _J uJ 0.75 u u er: _J u: Cr" I-u w CL. ......, 0.50
.. = =t:::::
,c::==~
~ ::..---
0.00
~
2 'i ') !. 0 2 r, '> 2 s g
- 0. 1 10.C 100 r: RE 0 UE NC Y - CP ~i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 159 Direction: VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-251
PERIOD-SEC. l'J r~ ! IJ 0 ~ Q ':,? 1- 'i*- r*-ii----;- --,-------,----- -----r--;-~--r***-1--,*--1--*---r----1-.--1~-1-....,-,--1 --1---i I. SO -------..-------- ---------- - - - - - - - ----------.--~-.---.-r-.------,-----.----~~-- u I ([ z 0 l-a: U::: UJ __J UJ u u a: __J CL Cr" 1-u UJ [L ....'"l 0. 50 _ _ _ _ _._____ ~-~- - --- - *-- --------t-----t--+--+---+-+-t-+--t----~----1--1--+--~-+-+-l r~~=:
.f:..~.......--.-~ ,.1I f
I
~(/~~
0.25 r-----t----+-t---+-t--t-+-++----+---t---+--+-+-+-+-++---~---1-----411-...J.-....j..._:l.LJ_--l--.J
~,,:--~~ll '
L....o,..~ -
- a. oo .____ _ ..____.___.___,___~__.___.____._ _____L_...l..-..d:d~~TI_L_ ___J_ __J_J__L_Ll_l__Ll 0 I 2 ~ r-i '3 I 0 2 r.; '; JO. 0 2 fi 9 100 l=REQUENC y-er~,
Acceleration Spectra for __R_E_A_Cf_O_R_E_N_C_L_.________________________________ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 154 Direction: VERTICAL Elev: 177'
------ ---------------~ ---------------~
Damping: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE*GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-252
PERIOD-SEC. I" ' l . 50 - - - . --- - - --- -*- - -*--- --- ---------*--.-----~--~~- I. 25 1 ----~----~- - - *- 1 - + - - - -... ----+--*+---+--lf- _.__,_ - - - - - l------~-_.__---l--+-4--1.-'----l u I er ~') I. 00 c..:: ~* u: c.::::: LlJ _J LLJ -- w 0.75 1--- u u: _J er (:' u w C:.. ~'1 a.so 0.25 1-----+----+--l--+-~-+-+-+-----+----1----+-+-+-+-+-+-+----- 0.00 '--------'------(.----,~-~~
- 0. I 2 ~ ~ > I C 2 2 r-; ':s I DO
~ REO LJ E NC Y - CP '.i Acceleration Spectra for ~~ ___cro___R__E_N_C_L_.______________________________~
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 128 Direction: VERTIC\L Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-253
PERIOD-SEC. l p ,.., I~ I T I 1
). so - - - - - - - - - - - -,-- -,-1------------ --------- ------------- --
-i-------r1-r--,-~---,- I 1 ----~-,-,---;---,---j--,----~T-----1 LJ I
u ..,--. I. 00 - - - - ----- ----- - - ---+--+--+-*-*------------ ~--+--+-4---1-~--+-+--+-----+---~-+---+--+--+-~ 7 0 t-u: ~ LlJ _J uJ LJ u er _J er Cr' 1-u w CL
~') 0.50 i:- RE 0 LJ E NC '( - CP ri Acceleration Spectra for ~REA___CTO___R__E_N_C_L_.______________________________~
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 130 Direction: VF.RTIC~L Elev: 201'
---------- ~--------------~ ~--------------~
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-254
PERIOD-SEC. 1" r I <J ~ S? I-, I I I I --i--r--,----,,, I I I I f .----t*~,*~-,-~.-~,----
- l. so ~------- ~------.---.---~-------,---~---.---- ----~~---------- ---------.-~
- l. 25 1-----+----1--~+--+--t-+-+-+---+---+--+--+--+*- '--*- '-- ----*---- .
L) I a:
- 1. 00
.z
-a: 0 t-c.:::: UJ __J uJ 0.75 u w u: __J u: Cr' t-w w Ii.. o."1 0.50 0.25 l-----+----1--~+--+-+-+-+-+---+---+--+--+-+-+--+-+-+------+--+--+---+---+-+-+-+-i 0.00 ----- -- ---- --- *- -- -- r;
-- - ---~- -- -----*~-~~*
2 ~ r; 2 2 ~ r; G I S IC IJ S I CO i:: RE 0 UE NC Y - U' ~, Acceleration Spectra for REACTOR ENCL.
-~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 106
~~~~~
Direction: VERTICAL
-~~~~~~~~
Elev: 217'
-~~~~~~~~
Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-255
PERIOD-SEC. l (' r I. SO 1 - - - - ------- ----~-- ------------ ---------.,---,.---,---~-~-----r*--~_,-,--,--.- 1 u I c.r '"" 1. 00 t-----+------ --- r--
--j~--t--t-~-T-------,~-t--t--+*-+--t--t-t-+------+---+--++-+--++-t~+-1
'Z 0 r-1- c.r u::: uJ __J uJ w 0. 75 1- - - - - + - - - u u: __J u: v i-u UJ u. ....., Q. SQ I - - - - - - - + - - - + - - + - +---+--t--t.--+-+------~----t--~+---t---t--t--t-+---+---~-~--+--~I 0.00 -----;:~.-~---" Q. ! 2 2 I=" RE0 UENCY -- r P ' i Acceleration Spectra for ~REA~-CTO~_R__E_N_C_L_*~--~------------------------~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 108 Direction: VERTICAL F.lev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-256
PERIOD-SEC.
). 50 .----~---~-~---------------~---~.,---..,..-,.....,-----,-----..,..-----,-r--,~-r-l.25 l----+----+--+--+-+--4-+-+-+----+--+----+-+-+-+-*-+-+-+----+--+--4--+--t-+-+-i~
l.J I er
- 1. 00
.z -*u: D ~ c:::: LlJ _J Lll ~ 0.75 u a: _J er Cr' ~ LJ w c... 1.'l a.so
- 0. 25 1----+---+--l-+-+--+-+-+-+----+--+--+---t--;--t---t-+-t------ *------- ---- --*-+--+*--+--<t-1 i:- RE0 UE NC Y - rf"i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~~--~
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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-257
PERIOD-SEC. 18 ', I I I I t I j - I . I - .. --, -I *i I. 50 -------.---- - *-i-*--- 1 w I u: I. 00
.z c_,
I-u: er:: l.JJ _J l.JJ L.J 0.75 u u: _J u: (r' I-u w c..
.... 0.50
- 0. 00 -** *-. -*-- -- - - -- 4 --
2 ..j 'i 'i I 0 2 ') 10 '.] 2 <; IOG F R E: 0 l.J E Nc y .. l p c, Acceleration Spectra for REACTOR ENCL.
~---------~-~------------~
Load Case: AXISY'MMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 79 Direction: VERTIC~L Elev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*258
PERIOD-SEC. I 'J G ~ C; ':. ~
'I r-j*-i---,- --r-- ---i ,-----,~I ---~--~--,---
I I I I. 50 ~------.----..,---- -----~-- -,-------.-----,----.-----~~-----,---.----~-~~ i z 0 I-II Ct:: w ...J UJ 0 . ., 5 1----4---+--+--+-+--1-4--+-+---+---+---+--+--+-4--+-+-+------+-----l--+---+-_._+-1-~ L.J u a: ...J a: CY 1-u UJ u.. ,;.., 0.50 1-----+---+--+--+-+-+-+-++----+--+---+--+-+-+--+-+-+-----+---+--+--+--+-+-+-H _...v 0.00 L__ __L_ _L_L_~_Ll__J_~--~.L..--.J..l!!!!~~~_L.Ll..l_ _ _ _ l_ __l_ _L__L_L_L.L_LI 0 I 2 -! r, '3 I 0 2 '4 5 'l I 0. G 2 -! S 5 I 00 i:-REOUENCY-CP~1 Acceleration Spectra for REACI'ORENCL.
~~~~~~~~~~~~~~~~~~~~~~~
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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-259
PERIOD-SEC. 1 IJ r,, ~ (~ 1 j T -,-.--;----T ,---,---- ,------------,-; I I I -,--~,-~,-- - - I.SO -- -------- u I u:: ~..., z 0 1-u:: U:: lJJ _J lJI l..J
- 0. l 5 l-----+---+--l---+--+--+-+-+--1-----+--- - - - f---- - - >-- , _ - f- ------~-~---4--J--l--L-l-.l-_J u
u: _J c.r: Cr' 1-u w ~ a.so ~----+----t---r-+-+--+--+-++----1---+--+--+-+-+-+++----+---+--+-_J_...J__J-4--4-J
- 0. 25 ---------~------!---->--- -
FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISY'MMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: ~~~~~ 77 Direction: VERTICAL
~~~~~~~~~-
Elev: 269'
-~~~~~~~~-
Damping: o.oos,o.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC f IGURE 3A-260
PERIOD-SEC. 1* 1 I '. I ,--* 1 ---,-----,----------~,-~-,--,--r- I 1 I. so ----------- ----- ----- * - - - - - ------ -*--..------~-~-~--- LJ I CL ...... I. DO .z 0 ~* I-CL ti:: LIJ _J LI.I LJ 0.75 u u: _J u: CX" I-u w c.... 0.50 i:: RE 0 UE NCY - CP <, Acceleration Spectra for REACTOR ENCL. ~~~~~~~--~~~~~~~~~~~~~~~ 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISVMMETRIC FIGURE 3A-261
PERIOD-SEC. u I ..c.r:, I. 00 ~*--- - - --- - - *-~-+--+.--4--<------ ~--+--___,l---+--~~-~-+-1>-+------+---+--+--+-+-~-+-I Z' 0 t-c.r: U:::: LIJ _J UJ
- 0. I 5 1----t----t--t--i-t-++-t-t----t--+-+--+-+-+-+-+-+----l---l----t--.tj:::=\-+-+.-+-l
~-
L.J L.J er. t-LJ UJ _J u:: Cr'
'r-.__
..c...., 0.50 r----+---+--+--+-+-+-+++----~---+-+-+-+-+-+-t-+-----1~--j~-UI---+-~+-+-+- 0.25 II.
==~ Irv-~' f J--~~
~
,.,J; w
- a. oo - - - - ------ ----- - - ~*-~*------1--d~~~
Q 1 2 -I 'i '.i I 0 2 -I r; ') I0 . G 2 11 !3 100 F RE 0 lJ E NC Y - CP ~i Acceleration Spectra for REACTOR ENCL.
~----------------------
Lo ad Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Direction: VERTICAL Elev: 283' Node:
-- 60 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-262
PERIOD-SEC. I I j T 1-- j----T ----j- ____________ l_j_T_l__ r:. ' Tj-1--,----,-------~---,-~-I --T
- 1. so ---------~---- - ----- -
u I c.r ...... l. 00 .z. 0 t-c.r (:::'. llJ _J U.1 LJ
- 0. *75 u
c.r _J c.r Il Cr' I t-u w c... 0.50
"° RED lJ E NCY- C~ ~'
Acceleration Spectra for _REA __CTO __R_E_N_C_L_.______~---------------------~ 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 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-263
PERIOD-SEC. I ---,-------I~1 1 ~,--1 -,.-- I I I
!. so
]. 25 u
I a:
). 00 tJ I-a:
CZ::: uJ
.....J lJ.J u 0. 75 u
CL
.....J c.r:
Cr' I-u w C:...
......., 0.50 0.25 1~---t---r--t----+-+--+-t-~----+--+--+---+--+--+-+-+--+-----+~--+~-+--+--+-+--+--+-4 Acceleration Spectra for REACTORENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE {WIDENED - 15%) Node: 35 Direction: VERTICAL Elev: 313' Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 264
PERIOD-SEC.
\S r; l r~ 1; ri !
1 1 1 I I.,-,-- r* - I -- -- *i-;*r;--r-1--,----,---"-T- -----;-r*-;---i--;---,---,---,------r----, I. SO -- --------~- ----- ---r-- * --- - - - - - - - - - - - - ---------- 1 z (.J t-u: u::: LIJ _J Lil u 0. 15 l-----+---4--1---*f--+-+-+- t-t-----+----+--+----+-+--+-+-+-+---- ---+---+--+---+--+-+-+-+--t u CJ: _J u: er t-u LIJ c:... ,n O.SO Acceleration Spectra for REACTOR ENCL.
~~~~~~~--~~~~~~~~~~~~~~~
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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 265
PE A Io D - SE C. c: ' I. SO ,--- - --* ---------- -~-------------*~--- I G I er "" I. 00 .z 0 I-er c..::: L.l.J .....J L.l.J L.J 0.15 u CJ:
.....J er
(.(' I-u UJ (L \."l a.so - 0 . .25 2 2 '1 ') !OG i:: R:: 0 UE NC Y ** l P <; Acceleration Spectra for REACfOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 21 Direction: VERTIC\L
~~~~~~~~~
Elev: 333'
~~~~~~~~~
Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-266
PERIOD-SEC. u I ([" ....... l. 00 ----*-+---~--+--- -'-** - -*- --*--**- ---t-*--l--+----+---+--t--t-+-+-----+-----+---+---1--+---<~-+-I 7 0 1-u: CZ::: UJ _J UJ 0. *7 5 1----+-----+--l--+-+-+-+-++---+---l---+---+--+--+--1-+-+------+----+--+----'--4---~-+-l w u u: _J u: Cr' 1-u w .."-., a.so (-n
-~ .,~
- o. 2 s 1----r--r--r--i---r-t--r-rr----r----r---r--+--titt-;::::t;-~-it--ur-:r-=:i-N~~~-t----t---+--t-t--t-t-i vr"~-~. -- ~~ ......
Acceleration Spectra for ___
~REJ\ CTO
__R~E_N_C_L_.______________________________~ Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 33 Direction: VERTICAT, Elev: 333'
--------~ ----------------~ ----------------~
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-267
PERIOD-SEC. 1C ':. ~ fJ ~* ~ O ':,~ l~l~-,~,-,-~,--,-----,..--1~,-,-,--,,--r-,-l---r-1--~l~T-l~1-l--r-1-,-~~~,--~j I. SO --- --*----~---------~----,---.,.---,-..,......------.-----.--~--.- L.j I CI "" I. 00 7 0 t-er c.i::: lJJ _J lJI L.J 0. *75 w er _J er (r' t-L.J LLJ (L_ ..-i a.so
----+----+--+---+-+----~~~- r-- - ----*--- -* - ---- -
~REOl.JENC) -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: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-268
PERIOD-SEC.
- l. so -- ------------~~---1 I
L'l I a._,, z Ll I-- CL U::'. uJ __J uJ 0 . ., 5 1---~-~--i---;----t---t--t--t--t------+----+--+--+--~-+-~----f----l-----+--+---+-+--+----l---I u u: __J u: Ct' 1-LJ w CL G I 2 r; '3 IOG l="REOUENC Y--L pr, Acceleration Spectra for REACTOR ENCL.
--~------~--~------~--~------~--~-----
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-269
PERIOD-SEC. t G '; I' 1--i--1-,-;--,-----,----- --i-t I I 1 I. 50 -------- *-*--*------- --------- -------------~-~~~-------..---~-~~ 1.25 1-----+---+-+--+-+-t-+-++---~-+--+-+-+-+-+-1--+----+-~-4---4---4-~-U I.DO 1-----1----+--~-+-+---4--+-++---~-t---+--t--+-+-+-+-+-~---+--+-~-+-~~-+-1 z 0 t-cr u:: uJ _J uJ 0.75 i-----t---t--t--+-+-+-+-++----t--+--+-+-+-+--+++-----+--+-+--+-+--l--1--+-I w L) u: _J er Cr' t-u w CL 0.50 t-----t---t--t--+-+-+-+-++----t--+--+-+-+-+-+++----+--+-+---l--+--l--1--+-I 1,-- 0.25 f-----+---+--+--+-+-1-+-++--~-+--+--+-+-+-+-~~F:~t\l--+----+--+-~---4-+-+---'~ Acceleration Spectra for __REA ___cro ___R__E_N_C_L_.______________________________~ Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 151o) Node: 129 Direction: VERTIC\L Elev: 201'
----------------~ ~----------------
Damping: 0.005,0.01,0.02,G.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE'GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-270
PERIOD-SEC.
,-r---i--i *~-,- ,
- 1. so I I I I
----------~----T-~---
I I I I r I I I L.) I u: '-"" I. 00 .z 0 I-u: Cz::'. LIJ
..J LIJ LJ 0.75 w
u: ..J u: Cl' t-w LLJ Q... U'I 0.50 -- t - - - - -
- 0. 25 1----+--~-I-+--~--+-+-+------~---- --- -
- 0. !
i:- REOUE NC Y --C Pr) Acceleration Spectra for _REA~~cro~-R~E_N_C_L_*~~~~~~~~~~~~~~~~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 107 Direction: VERTICAL
--~~~~~~~~
Elev: 217'
--~~~~~~~~
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE1GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-271
PERIOD-SEC. 10 'J l IJ s* i
; 1 -
1 1 i-- r - -T -- *r 1
-- r*1*-r j---1**1*--r-----1------,-----1~
1 I I I I.SO ~------- -----,----------- Ll I ([
;z 0
1-u: C::::'. LIJ
..J LLJ u
u:
..J u:
Cr' t-u LLJ ~ Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SF.RIES ENVELOPE (WIDENED - 15%) Node: 80
~~~~~
Direction: VERTICAL
~~~~~~~~~-
Elev: 253'
-~~~~~~~~-
Damping: o.005,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREIGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISVMMETRIC FIGURE 3A-212
PERIOD-SEC. 1 'J ":; l Q r. I r* 1 i- r--7-.-1-1 ---,- __ T _____ 1______ ---.-,--1---i-,-l-r---1--,------1-'1--,-~-,----r---1
]. so - - I -- - -*-- .. --*---- -----------------------~-~
u I er J.00 1--~---+---+--+-+-~-+-++---+--+--+--+-+-+-+--+-+-----+---+--+--+--+-+-+-i-I z 0 f-er Ct::: LlJ _J uJ 0. I 5 1-----+---+--+-+-~-+--+-+----+----+--+--+-+-+-+--+-+-----------1------ __ ._____ . ---+-+--~f--I LJ u er _J er (:' f-u w ll. ....., 0. 50 1 - - - - - -..- - - + - - - + --1----+-__.__,f---+---- --+----+--+--+--+-1-+--+-+----+---+--+--+--+-+--+-+- 1 l="REOUENC Y-CP~J Acceleration Spectra for REACfOR ENCL.
~~~~~~~---~~~~~~~~~~~~~~~
Load Case: AXISYMMF.TRIC CHUGGING GF.700 SERIES ENVELOPE (WIDENED - 15%) Node: 59 Direction: VERTICAL
~~~~~~~~~-
Elev: 283'
-~~~~~~~~-
Damping: 0.005,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-273
PERIOD-SEC. l~ n ! Q C ! i-r--; .T -i
- i----,-------1------,-*1-r~-1-r---,--* ,-----rr--,--.---,,--r,-,--.-,-~,---1 I. 'iO ---*---*- - -*-- -**-------*---*-.-- *--------....---,-------0--~--~-~-
I. 25 u I er z a (.[ IL LIJ _J w 0.15 u er _J cr lr' u w c.:... V1 o.so
~REOLJENCY -[P~,
Acceleration Spectra for ~REA___CTO ___R __E_N_C_L_.______________________________~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 54 Direction: VERTICAL Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-274
PERIOD-SEC. 1c ': j j I ,- T - , - - 1 * * - ,------"" ' I I I I I I.SO - u I ..er., I. 00 ~--*-t----+---+----+--+--+-+---r-r----+--+--+--+--+--t-t-+-+------+---+---+--ll--+~...+-4-1 'Z 0 1-er er:: lJJ ....J lJJ w *o. 1 s 1----T---t--+---t-+-+--+-+-+-----+----+--+---+--+--+-+-+-+----+----+----4--+---+-+--+--i~ u a: ....J er cr-1- u lJJ ..CL.,.., l'"REOUENCY-[PS Acceleration Spectra for ~REA ___CTO __L*~-~~~~~~~~~----~ ___R_E_N_C Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 32 Direction: VERTICAL Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 275
PERIOD-SEC. 10~ tlJ a~ a~* l-,-l~-l~,-1-~1 --1----r-1--r-1--r-'-1 --r-,--1---.---i---1-,.--1~,-1---r1 ~,----..,---*i
). 5 0 ---------~--*-~-~----~----~*---,-----,.-----.----------.-----.---.-~'
!.00 ~---+---+--+---i-+-+--+--+-+----+---+-+-+-+-+-+-+-+----1---1---+--+--+-+-+-+-1 z
0 tr ei::: uJ __J uJ 0. '/ 5 ~----+----+--+--l-+-+---+-+--+-----+---+--+-+-+-4-+-+-+----1---~-+---+--+--+-4-+-I u u tr 0.50 ~---+----+---+--l-+-+---+-+--+-----+---+--+-+-+-1-4-~,-+----+---+-~-~-+-~
~~\
FREOUENCY-*CPS Acceleration Spectra for ___R_E
~REA~_CTO __N_C_L_._______________________________
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVF.LOPE (WIDENED - 15%) Node: 12 Direction: VERTICAL Elev: 352'
~-------- ~---------------- -----------------
Damping: o.005,0.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-276
PERIOD-SEC.
;-r--;--i-1--r-1----r---,-- . - - - --,-~--,-;-t I 1 I I
1 I 1 I I I J.50 - - - - u I er '""' ]. 00 - -- z 0 I-u: ti:: uJ _J u.J w 0.75 u u: _J er Cr' I-L.J U.J Cl.. 0.50 0.25
- J. ! 2 fi S IOG
~REOUENCY **LP<)
Ac eel era tion Spectra for REACI'OR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 6
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 410'
~~~~~~~~~
Damping: 0.005,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-277
PERIOD-SEC. I 0. 0 I.0 , C. I C. '; ~ 1~i---r1* *T-1-** r---,-------n-r-:1-:1--T-1----*r--- --~i-1:1-r-i-- * -r- --T --------,
- 3. 0 - - - - - - * - - - - - - - - - - - ------- -----r----**--*- --- - *- -* *--* --- --- -------- ------------- ---*- -----*- ----
- 2. 5 1 - - - - - - - - + - - - + - - - - + - - ' - t - + - r - - - - - t - - - + - - - - + --- -~--..-_,_.,.-+------t--+---+---+--...... **- t - ,_
u I er ....... 2.0 - - - - - ------>----i---- -- --*-* ---~---- -------- --r----+-O-+--<-+---- r - - - -*-~----- - . -- -'--1--* r-- z 0 I-([ CJ:: l.JJ _J I.JI w 1. 5 1----t----+---lr--+--<1--+-+-+-+-----~- - - ---+--+--t--;f - f---- ;:::::: u a:
- 1. 0 i------+----+--t--+-+--i-+-+-+----4----1-*
0.5 r-----+---+--t--+-+-f-+-+-+---+---+--+-+-+-+-+-~+--*l~-4---t-+-+ o.o .___ ___.__~ __ J ___l_LJLl_LJLL_ _~L_~l-.,.,,b::d::~:!:'D
- 0. I 2 FREOUENC Y-CPS Acceleration Spectra for __c_o_N_T_R_O_L__S_T_R_U_C_T_U_R_E________~~------------~
Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIF.S ENVELOPE (WIDENED - 15%) Node: 19 Elev: 217' Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-278
PU<! UL -SEC.
- 10. '.)
I I I I I I. 50
- ---~,
I J. 25 ~--- - - --+-_._ _ _,__ u I a: IJ"t I. 00 z 0 a: er:: ~J _J 14.1 0.15 - - - -- -***- - --- u u a: _J a: ~ 1-u
~J CL.
V') 0. 50 -- 0.25 0.00 '-------* __ ...._ __ *- 2 Lj r:; 2 4
- o. l ') 100 FREQUENCY-CPS Acceleration Spectra for ~C_O_NT~R_OL~S_T_R_U_C_T_U_R_E~~~~~~~~~~~~~~~
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,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-279
PERIOD-SEC. IC ::. I IJ 0. I 0 Ill i l"j r *i **1 **-r* -*1****_-T*---**-**1 i .. , .. r-r* *r*-,--,---,-------p-1.;*-1-*1*-*1-.---,--- -1 I. 50 I. 25 1-----1---f--f--+--4-4-t--t-+----+--*--t---t--t--t-1rt-l------.-~*---1*- -t---t---t-1-+-t 1.00 r z 0 rF - 0.15 I I - - ,_ ..
- --- '"='= *- ,...,_
a-' v .... I '"""" .... LI 0.. 0.50 V-' 1- f\ '"""" .... I
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0.25
-1 \., -
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_i..- r, ., ... 0.00
- 0. I 2 ~ *I ~ 1 ~ f, !I I *J 100 FREQUENCY-CPS Acceleration Spectra for __C_O_N_T_R_O_L__ ST_R_U_C_T_U_R_E______________________________
Load Case~ AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~ Elev: 254' Dampin~: o.oos,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS. REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- ~O
P~R!GO-SEC.
- 10. 'l :. 0 C. I 0.~I I I I I I ! I I I I I* I I I I I
I! i i I ' I I J.~s ~~~~~~~,~~~!~~~~~~~~~~~~~------~~- ------* - ~~~~ u
- r I
I!
- 7. I.:>~ l---+---"""'---4-~ll~!-~~,.---1--+-~---.J_~~~~+-+-*
0 u: -' I I I "'uw 0.15 ~-~~-+-~--l---+~-+_._14-+--~~-+-~'---4---'-~~~+-l-~-M=~=TII--~-'~-~-~~~~ 2 _J I rn u w c.* c.. J'I
- o. i;o L' t-----+-f--+--+-+--t-j!--+-i----t--+---+--+-+-+-~1~~~1\H\1-~~bJ--1J11~-1--j..__:tH r
- 0. JS t----+--_...-+--~-+-+--J-1----1---J--~~--'-l~1
. I ~ f~rh
*1-----+-*,,4--J.."'rt',......f'-~~
\./!!
,l:'ffEQUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC\L Elev: 269'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-281
rER ! OD**~EC. 10.: I. 0 0.1 O.CI rr1r-T":-- , i * * -r r-rr,,-,--,---,--,
- ii II I I I I I 6 . - - --*-** - - - - - - - * - - ~ . ,_ * * - - *- - - - * *-..--.,.__,~""T--.--------,---:--..--.-....,...,,........,
u CE '1) I
.,, ___ ---... .. .. _ --** - - - a- - -----1---li---1-4-~f-f--l-f----+--+--+-+--tt-+-+-t-I 0
...c.t - ,.,ct:
...I
"'uua:
...I c.t
...eru (a.
'1) 2 0 ~--~2 _ _ _ _ .______
!J. I FREQUENCY-Cr!'>
Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 289' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-2B2
PERIOD-SEC.
- 'J.'l I 'l C. I 0.'ll I I I I I I I j
- I'*' .1* i I I I I I I I I I I u
I a: I .... I I 2 * :> t----'f--"f---t--t--t-t-t-:-t-1----t---t--t--t-'!-t--t-H---t-~-1"4--+--+--+-+-t-+-I z 0 c: ~ ......J u
..J I
!.~ t----~~--+--+--+--t-+-+~----~t---t---+--t-~1---+-++---..--tHt--+-+-+-+-+-HH c:
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**--:-~*
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2 . <<; 5 I 10.~ 2 . <<; *j IOO FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE
-~---------------------~------~~---
Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 304'-0 Dampin~: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 283
rER ! 00--5EC. 10.0 1.0 0.1 a.at I I I I I I I I I I I I. .f *1 I I I I 11 I I I I I I I I l.O u I er z 0 - FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE
~--------------------------------~------------------------------------~-------------
Lo ad Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~L Elev: 332' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-284
PERIOD-SEC. IO':i !') G! GJ~ i-,--~-11-,---,--------1 - - - - r
- i 1-11--,----,---,-------,-1-*-i--r--i---, -,----r----i -- - -----,
I. 50 ----------------------- - - - - - - - - - - -------------- _____ ------------ ______________ ----~------
- 1. .? 5 1 - - - - - - - + - - + - - - + - + - + - + - - + - + - - - - + - - - + - - - - + - - - - + - - - - + - - + - - - + - + - - + - - - - - ------- ---- - - - - ~--+-+-li-1 u
I er ~ J.00 t-----+---+---t--+--+---+-+--+-+----+---+----+-----+---+---+--+-+--+-----+--+--+---1---+-+-+-+--I z 0 1-er 0:::: LU _J LU u 0.75 1----+----+---t--+--+---+--+--+-1------1------ - -----+---+-----+---~ -~----- --+---------+----- ---- * * - -- - - - u er _J Q_ tr 1-u LU Q.. 111 0.50 ~---+----+--+---+-+--i-+--+-+----+----t----t-+-+-+-+-+-+-----+----+--+--4--+--+-+-+--I 0 . .?5 1----+----+--t--+---~-+-+-4-----~-----t--t----t----+--+---t--;--,t---------- -*---~-- --- -- --- 1--
/~ --"
0.00 ~-~~~~..._-~..___---~ 2
-~~~~~~/~~~~~/~~~~\~---~~t~~~~i~j~~~
6 2
- 0. I 6 B I O 2 (3 IQ_ 0 G B 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~--------------------
1 o ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYM.METRIC FIGURE 3A-.285
PERIOD-SEC. I 0 'j j-*Tj--T I I j----, I - I.SO--*---------------*-**----------- I. 25 1----+-----+--r--+---+---+-+--+-+-----+----*-+--l----4--+-- -~ - *- - - - - - - - - - ----- - --+---+---+-+-< L) I er ~ I.DO r----+---+--t--+-~~-+-+-+----+---+--+---+-+--+-+--+-+-----+---+--+---+--+--+-+-+-1 z 0 I-- er Q::'. w ....J w 0. 15 * - - - - - - - - + - - + - - - + - - + - - + - + - - + - - + - - - - - ----t---+---+---+-+-+-t-t-----+----+---t-t---ic--+-+-11--i LJ LJ a: ....J ,-~ er cr-1-- LJ w r-~ CL (/) 0. 50 -*------*--- - - - - ~----- ~--- -- *- -------1---ll-----+----l--+-*-+--1-+--+-----+---+---+-H-+---+-+1--+--+-I
- 0. I 2 6 (3 l 0 2 6 !3 I 0. 0 2 6 8 100 FREOUENCY-CP<;
Acceleration Spectra for REACTOR ENCL. _
~~~---~~~---~~~~~~~~~~-
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: ~~~~~ 154 Direction: VERTICAL
~~~~~~~~~
Elev: 177'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-*286
PER 10 D-SE C. l0 Ci ? f) 0 ! O r;?
,11-r-i--r--,--.-*--,------- r-j--ri--r-~-,----.---~i~*-1-,----i-----i I. 50 ------------------ --- ----- - - - - - - - - __
I. 25 u I er If\ I. 00 z 0 I-a: a:: La.J _J La.J 0.75 u u a: _J er er I-u La.J fl.. (/) 0.50 2 6 O I 0 2 6 O ID. 0 2 6 8 JOO FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL.
~~~~~~~~~~~~~~~~~---
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 128 Direction: VERTIC\L Elev: 201'-0 Dampin~: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-287
PERIOD-SEC. I (J ,.-.J ~ 1~ 0 ! 0 Gl j l j - T -T-1*-----,-- *1 ------- -- ,-- -,----T--r- **-1*--r ---,----1--1-------i I. SD - - - - - - - * - - - --*-*--*--*- --- ---- r *- - *----- --*-* r-1-.-1-1~-
--~---- ---- ---- *----------
--1---,----~------
I. 25 u I a: ~ I.DD 1------t----;--t---;-r,--t-+-+---;--~-t--+-t---+-+-+-+----+---t--+--+--tt-+-+-+-I z 0 a: er:: w _J w u D. 75 1~---t----t--t--+-+-+-+-+-+----+--+--+--t--t--+-+-+-+----+--+-~-+-+/--t~r+-+-1 u rr-- a: _J er er u w Q.. (./') D. 25 1---+----+--+---+-+--4-4--+-+---*-----r------4*--+--+--+-+-+-+-+l-J§-~~\.rlffl+rf-+---1-t--r-w1 -+-i rn ~ 1 V: I \~ t;r:-~ ~ o.00 0 1 l_- --- L_L_LlLJ-Ul---J 2 4 6 5 1 0 2 __ J!!!!!!!~4 J~~~6 ~~~ 10 0 8 ~-::___j2_J_J4 JLJ6JJ6 J_ l 1 00 FRfOUENCY-CP') Acceleration Spectra for REACfOR ENCL.
~~~~~~~---~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: ~~~~~ 130 Direction: VERTIC~L
~~~~~~~~~
Elev: 201'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-288
PERIOD-SEC. 1 fJ rJ ~ j 11--11--1 ' 1 . - - - - - - - -- - -r Ir -j--T --i -- T - 1- --- - ' -- - - - i 1 1 I. so ~--------------------- - - - - ------ ----------- - ----- -- -------- ------ --- --- J. 25 l----+-----+---t-------i--t-~-+---t--+--------+-----+---+-----+--+---t~+-+-------1------- --- - - - - --~-~r-u I er If! J. 00 1----+-----+-- 4 *-~____,_______,____ ,_ - ------------ - - - - - - - - - - ----- --- --- --~- --------- ---+--+---+--+-+-+~I z Cl t-cr n::: LLI _J LLI u 0. 75 1----+---+--+---+-+-t-+-+-+-----+----+--+- -- ---I--+--+--+-----+---+--------------~- w a: __J a: er t-u LLI Q_ V') 0. 50 f-----+----+--+--+--~-+--+-+-----+------~-- ----+---+-r--+---+-+-----+------+---1----lt---+--+-~-* i:REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 106 Direction: VERTICAL
~~~~~~~-~
Elev: 217'-0 Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-289
PERIOD-SEC. l lJ '~ ~ '"" 1 0 s!
'*" ---- - - ---T-- - - - i 1-,--1 ---,-------,------ -.-,-ri-- 1 1---,----;-----r- ------- ,-,-1'- 1**1-,----, - - - - - - - 1 1-r~
1- ------~ ---- -------------- -- - I I
- 2. 5 1-----+----+---+----I--+-*- >--- --~ ------+---+--t---+---+--+-li--+-t-----+---1--+----+-----+--t-+-t L..J I
cr (J') 2. 0 -------- - - - - *--- --- -- - - - --------~------- ---- ----- -*- --*--+--------.----+---+----+--+--+-~>--* z a 1-- cr c:.:: w ~u cr _J a: er t-u w CL (J') 2 5 8 I 0 2 5 [l 10. 0 2 6 8 100 FRfOUENCY--CP'i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: ~~~~~ 108 Direction: VERTICAL
~~~~~~~~-
Elev: 217'-0 Damping: 0.005,0.0l,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. I 0. 0 1 0 0 1 0. 0 I _j _ _ _ _ _ _ l j ! j l I I J jl I T I I I I ~--1'11 I I I I u I a: V"l 1.00 r----r---t--t-+-r-t-+-++----t--+--+-+-+--+-+++-----+---+--+--+-4-~-!-I z D
- 0. 7 5 1----+---+--'---+--+--l-~-+-4-----..+--___j----+---+--+--+ --+--<--+------>-*----+--~4--+--+--4-.+--I
_J a: CY u w c... 0.50 ~---+----l----~--T--t-t-t-+-t----+--+--+-+-+-+--+-+-+-----4----*-+--f--+--~--l--~I V)
- 0. I 2 6 !3 I 0 2 lj 5 !3 10 0 2 6 l3 I 00 FRE.OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~------------------
1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: 104 Direction: VERTIC~L Elev: 239'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 291
PERIOD-SEC. 10 G ! *; rJ 1 0 ':,I 11--1-r1--r-1----,--,-------,1-r1--r1--,--i------,.-----------,,-,, r----1 ----,-------r---1
- 1. so -- --- ---- -- -- ---- --- ---------- - ---- - ----~--------- --------~--- -- -------------
LJ I er ~ J.QQ ~----+---+--4---jf----+-+-~~----f---~~-+---+- ~-~----.__-+--+---+-+--+-1-+-I z 0 I-- er Ck: w _J w 0.75 1~---+----1--+--l-~-+-~-----1---+--+---4-+-~-~4-+---~-~--1-~-4-~~ u u er _J a: er u w c... 0.50 1-----+---+--+-+-+-1--+-+--+------+--~--+--+-+-+--+---+-+-----+---+--+--+--+-+-+--I If')
--llrOllll"-""
0.00 l __ __L___L_L_J_LJ_L.LL_ _~J---~~~=:__!__LJ_J__L__ ___L_ __L_~~__J~_L.L.LI
- 0. 1 2 ~ G !3 I 0 2 ~ 6 g I0 0 2 6 B I 00 FRfOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~----~~~----------------
1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: 79 Direction: VERTICAL
~~~~~~~~~
Elev: 253'-0 Damping: o.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-292
PERIOD-SEC. I. so - - - *1 - - - - - - - * - - - - - - - - - - -,----.---- - I I I. .25 1----t---t--t--+--+-t-t---+4-----t---+---+--+--+-+-+-+-+----- --- u I a: IJ"'> I. 00 t-------+--* ------- --- - -- - - -- ~----- -------- -------t----f--t---t----t--t-~-----J---11---t--+--+---+--l-+--I z 0 t-a: Q::'. w _J w 0. '15 ----~---+----4-~~--+-4--~*------- ___ ....____I---- ---- -- - - - - -- - * - *-- u u a:
- 0. I 2 5 !3 1 0 2 5 !3 I0 O 2 6 8 100 i:RE:OUfNCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-293
PERIOD-SEC. JfJ :, : f..J i--rT--1--11---j-----r*--- * -------- r** j - I I r- ---i--------,
- 1. 50 - ""---* - ------------***- -*- . --
!. ~5 1 - - - - + - - - - - - - ~-- - - ---r-~-t------l--~--+----+- -+--1---t--+-+----- - -**---..---+---+--+--+-+-+-I L.)
I er (fl I . DO - - - - ________ ,_~--+--+--+--+-*--------r---t-t---1-+--+-1t-t-----f-----t---+--+---+--+---J'--l--I z 0 I-- er Ci:'. w _J w 0. 15 *---~---+---- -- ----- -+-f--------1~----i----+---+-- ,___ - - - > - - r - - - - - - - ---+---+---+--+--+--t-+-1 w w er _J er cr-1--- w w Q... If) 0. 50 t------+--*----+-----<-*----<--+----- ---------t---ic---+---+--t---+-t-+-t-------+---+-----<r---+--i--+-+-+-1 2 5 G I 0 5 I0 0 2 5 8 0 1 (l 100 FRt.OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~---
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-294
PERIOD-SEC. 10 r, ! G IJ (.J ~ i- *1 -* i __ T ___i___ ,---- --1--,---- ---- i..._____ --.*-1 ;*--ri--,.-*-*-1---,-----,----------, ----- - -----,--r i---,- -,- -r- - i---- ---r- - - ----*1 ---- --------- 1 I. 'JO -------------------- ----~---------- - - - - - - - -- ---- --1 ------ - - - ------- --------~--- ----- 1
- l. 25 1----r------+--+---r---+-+---t--+-t--------+--- - ----+--r--+----+--*--4----+--**----- ~--- - - - - - - - -- ,__ ~- --
- 1. 00 1------+-------+-------+--+--~*- +-+---+----1---t-----+-----r-t----t---1--+--+---------+----+--+--+--4---~ z 0
I-- a: QC w .....I w 0. 7 5 1-----+--~-.----+--+~+--+---- -------+------+- - - - - - > - - - , _ -~ --------- ---- - - - - - - - - - - --~- - - -- * - - LJ LJ a: .....I a: er 1-- LJ w (l__ V"l o.2s~---r------+--+-~-+---t--+-t--------+------+---+-~--+-+J~---+--t----~~--- A;}
),'~::::tJ1--'
........ .t:.11! ;....-- ~
~~v
/ -{--~ ~E~
0.00 2 G [3 I 0 2 5 I 0. 0 2 6 B I 00
- 0. I [3 FRfOUfNC't-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~--~~~~~~~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 58
~~~~~
Direction: VERTICAL
~~~~~~~~~~
Elev: 283'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-295
PERIOD-SEC. 1I) *:, I rJ '.J l 0 Q! I r*1*1--j-r*--i- r-- I -*- -- -Tj--T j_T_j ___ T _ _i_ ----r-------j-,-j--r*1-*r-*1---,-----r-----1 I. SO ~-------*---- ------------*- ----------*-------- --*~--- __ ----------*--~-
- 1. 25 1----+---+--t---+-+-+-+-+-t-----+---+---+---+-+--+-+-+-+------ *-----+-.+--.--+---+.--f-+-~
u I a: I/) J.QQ 1-----+---+--t----t--+-t-+-+-t-----+---f--+---~+-+~l------+---+--~/l-+--++l~f-+-I z 0 l-a: Ck'. w _J w a. ,, 5 1----+---+--~-+--+-+-+-+-t-----+---+----+--+-+-+--+-+-+-----+---t---tt-Hr,_,-t--trttt--t-t-i u u a: _J a: lk' f(~ \ t-u w 0.. I/) 0.50 i------+---+--1--+-+-+-+-+-+----+----+--+--+-+----+-+--++---+-~--+nt--~--1r~/+---1i--t...,.....-r;-1 u-- r
- 0. 25 1-----+---+--l--~*t--+-+-+-1-----+--
FREOUENCY-CP'.J Acceleration Spectra for REACTORENCL.
~~~~~~~--~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: ,______ 60 _ Direction: VERTICAL Elev: 283'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-296
PERIOD-SEC. __ T _____ u I~ l
- i. so r-*-------------------*-*-----~- -----* ____ ------------~-----~-----..------ ______________ -------r-- --------r--- ,.....- _
- l. 2 5 1----+---+--+--+-+--+-+-++---+----+---+-+-+--+-+-+--+-------t---+----->-----t----t---+~r--I u
I er (fl
- l. 00 z
-.er.... a Cl:: w _J w u 0.75 --~ u er _J er er u w CL (/) 0.50
- 0. 25 1---+----+--+---+--+--+-t---+- -----+-----+--+--+--~),2--+-+==~-j~~'~ ~-~
0.00 L__ _ ___L_
--~~-
___L_L_J__~_L.u___ _~.J....--.1!!!!!~~=--i___L_l_l_J__ _____l_
~--- ~--
_J__
"'l'----
_l_-.L._-:1-~-L-I
- 0. 1 2 4 5 [J I 0 2 4 5 [J I 0. 0 2 4 6 0 I 00 FREOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 56 Directien: VERTICAL Elev: 304'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-297
PERIOD-SEC. If) *~ I ') ,., I 0 G1 1 1 i 1 j _ F _ j ___ r - --- 1 ---- - r-ji-,-,--i--r----i-----,------ ---,-1-;--r-jr-1-,---,---1 I. SO --------------- - - ------ --- 1 --~------ ------------------------ Ll I a: If) I. 00 z 0 ~ I-a: c:.i::: w _J w 0.75 u u a: _J a: er I-u w CL U') 0.50 FRfOUENCY-CP') Acceleration Spectra for REACTOR ENCL. 1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: 35 Direction: VF.RTIC.\L Elev: 313'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-298
PERIOD-SEC. l0 'j u c, ! 1 1 1
- 1 r--,---,------,------r111-r1-- -.-----i------,---------i-r-11-1-r-1-,--------,----,
I. SO ----------- - ----- --- - ---- ---- __________________ _
- l. 25 LJ I
a: (/"I 1 . 00 1---------+---+---1-----1-----+---4-~~--- z 0 l-a: QC LLJ _J LLJ 0. 15 1-----+-----+--+---+-+--i--+---t--t------+---+----~-+---+---ff---+--+-++- u u a: _J a: er t-u LLJ CL Ill 0.50 1-------1---+--..___+--l-+--l-+-+----+---+----+--+--+-l-l--++-Hl--#F~H+-~--+--+-4-+-4~1 0.00 L___ _ _2L__J___L____L_L_J_L!__J___~""'""""~=:L-__!.___j__!__L____L_L..!_ _ _ _--l__ _J___l_~___J__L.!_I
- 0. I Acceleration Spectra for REACTOR ENCL.
--~~--~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 43
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-299
PERIOD-SEC. I. 25 LJ I a: l/'l I. DD l------+----+----4--~- -- - -~ - - ----------r--t--+--+-t-++--+----+---+--+--+--4-~-+-I z 0 l-a: 0:: UJ _J UJ u 0.75 u a: _J a: er 1-u UJ Ct.. (f) 0.50 r-------t---t--t--+-+-t-+-++---+--+--1--+-t--+-+++----+----+--+--l--+-+--+-+-I
- 0. I 2 5 O ID. 0 2 6 8 IDO FREQUENCY-CPS Acceleration Spectra for ~R_EA~cr_o
__R_E_N_C_L_*~~~~~~~~~~~~ Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 21
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 333'-0 Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-300
PERIOD-SEC. t0 c. ::, l U G? 1-1 i- ' ;- ,- I -- --,-- --, -- -- 1 i 1 1 r- I 1 - r - - r --- *- 111 1-1--1---,----r-----1
- 1. so -------- ----- ----- -;*-~--------------~-.---- ------ ----- ---------------------r----....-----
]. 2 s 1-----1----+---+---+---+--+--+-+--.__----+----+---+---+--+--l---4--+-.__---~----- ----- - - t--+----~--+-1 LJ I
er l,fl z 0 ~ er a:: LU _J LU u
- 0. 7 s u--
1-----1----+---+---+----+--+--+-+--.__----l------+--+---+---+-IF'-4-+--~-----I----+-- !----* - -- . - - >-- LJ er _J er er ~ LJ LU Q... 1-- en 0. SQ l------+----+---+----+--+-+-+--+--1---- ~----ji--- --l----4~"-+---l---l+--/--+-\c41-----4---+---l----+--~>---4--I r- ,----N~ _,.--,,..JV-~ 0.25
. -- ------+---+--+,---+*l/ll-+--+-+-\~91-1--,---+---i~~,~~~~ =-"~
r- ~r--...-~ J~ ~--
~~y 0.00 ~--~-~-~--~~-~-----=~~--':'.:Lrr- __,__..__~--~-----'-----'---'---~~~*
- 0. I 2 ~ 5 g 1 0 2 ~ 5 8 1 o_ o 2 6 g 1OD F RfOUENCY-CP'.i Acceleration Spectra for REACTOR ENCL.
-------~----------~
Load Case: AXISYMMF.TRIC GF. CO-BASIC ENVELOPE (WIDENED - 15%) Node: 33 Direction: VERTIC~L F.lev: 333'-0
~-------~-
Damping: 0.005,0.0l,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-301
PERIOD-SEC. IU '~ I rJ 0 l O 'J 1
,--, ;--r--i-- ' 1---,------i----*-r1-r-11--1-T--1-------r------11-,----1--,--,---,-,--,--,-----,-,--,.-,---,--,----1 I. so ~------~--------~~-------.-------,-------- ---- -----------~-~-~~
u I a: V'I
!. 00 z
D ~- a: Ct:: w ___J w 0.75 u u er: ___J a:: er 1-- l_l lJ_J LI... (/) a.so
- 0. I 2 S !3 I 0 2 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-302
PERIOD-SEC. u I er c.n z 0 1-cr CIC w ....J w u u a: ....J er: Ck' t-u w Q.. IJ) 5 !3 I0 0 2 5 !3 I 00
- 0. I
"'REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~------~~--~-~----~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 13 Direction: VERTICAL Elev: 352'-0 Damping: o.005,o.o1,o.02,o.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-3.03
PERIOD-SEC. I 0 '; ! fj 0 IJl i- r -i-1 1---r-* 1- --,- -----i-------- --Tl-,-- l-r-1 *--r----,-----,--- -----r,--1-1---,---r - 1
---,------i--*---i
- l. '10 ------------- - - - - - ----- - -- ------------ - - - - - - - - - - ----- ---- ----------------
J. 2 5 1-----+----+--f---+--.j.....-.4--l----+-I- - - - - - - - - + - - - - - - - - --l---+-----+-1--+--------+*---------1---;---+---+--+--+-4-I u I er (fl J
- 00 > - - - - - ---~-+--+----+--+----+-*-+---+---- - - - ----r---r--t--t--t-+-+-----+----+--+-+-+--+-~I z
0 l-a: 0:: w __J w 0. 7 5 1-----+---t--~-t-+-t--t-+-+----- - ------...--~--.-,>--+-*---~~ >----------+---+--+---+---+-t-+-+--l u u er __J er er I-Li w If) 0.50 t------+---t--~-t-+-t-t-+-+----+-----+-----+-+-+--+--+-+-11------t----+--~-+----+-----+-+-+-+- I
- 0. 25 *----+-----+------+----<--+*--+--+--
2 6 (l I 0 2 5 g I 0. 0 2 6 8 100 FRE:OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~---~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - lSra) Node: ~~~~~ 129 Direction: VERTIC!L
~~~~~~~~~
Elev: 201'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-304
PERIOD~SEC. IU *; 1 rJ fJ ~ U C; ! l-,-,--r ,---r-f--T- --- I -----, j-1 *11-;-- -,---- -,-------r---------;-r---1-Ti- r---,--- - - , - - - - - , I. '30 - - ---------- -- -, -
]. 25 1----+---+--t---+-+-t-+-+-+---+---+--+--+-+--4-++-+--------- - - - --+--+--~~-l L)
I ([ l/)
!. 00 z
D t-a: a:: w _ _J w 0.75 u u a: _J a: ~ t-u w CL l/) 0.25
- 0. I 2 5 (l I 0 2 5 G I0 0 2 6 (l I 00 FRfOUENCY-CP'3 Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-RASI~ ENVELOPF (WIDENED - 15%) Node: 107
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 217'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-305
PERIOD-SEC. 0 ! I. SO - ----------- ---* ---,--------- -- --------- ----------~~-~---------------.--~-~ L) I er (fl
]. 00 >---------+----+- - * - --+--+---+--<~+------------ ,__--+.--+---+---+--l--l--+--1------+---+--+---+---1---1--l--+-I z
0 l-a: 0:: i..J _J i..J 0.75 1~---l---+--+--+--+-+-1-+--+------+--+--+--+--+-+~-+-+-----l---+*--+--+--+-+--+ - ._ u u er Q. 50 1 - - - - - - + - - - - + - - t - - - t - - + - + - l - + - + - - - - - - - - -*--+---+---+--l--l-~1--44----+----+--+---l--+---l--l-~I
-~ -,
._U r----i 0.25 v l
._.._. r l \ v--
~ --~
~ ,._LJ v----
o.oo L____l__~l___L_J_J__l_JJLJ__ _~.L...~~~~:J_J__L_JLL___l__ _l__l_J_J_J_J_J_I
~ ~
- 0. 1 2 4 5 G 1 0 2 4 6 !3 10.0 2 4 6 !3 100 FREQUENCY-CPS Acceleration Spectra for ~R_E_A_cr
__o_R_E_N_C_L_.~~--~--~--~----~~ Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 80 Direction: VERTICAL Elev: 253'-0
~----------~--~--
Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC f IGURE 3A-306
PERIOD-SEC. 10 r;, 1 'J v 1 U '~I
,,,-,~ I I --i-1-,-,-.-,---,--,-,-----, r~- r-j-r----r - - - - ,
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!. 25 1----r----;--r----t--+-t-t--++----+---+--+---+-+--l--+-+-+------+-----~ --t--1---+--+--1f---i u
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u u a: _.J a: Ir 1-u IJ.J Q._ (/) 0. so > - - - - - - - - < f - - - - - - + - - - - - - - - r - - -- -- - --------*--*- ----- --------- --- -- ---- 0.25 0.00
- 0. I 2 2 6 G I0 0 2 6 [l I 00 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~-----~~~~~~~~--~~-
Lo ad Case: AX!SYMMETRIC GE CO-RASIC ENVELOPL (WIDENED - 15%) Node: ~~~~~ 59 Direction: VERTIC~
~~~~~~~~~-
Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-307
PERIOD-SEC. I 'J 'J ! '.J r, 1 tJ *;I 1 1 1-1 *I -r--i*---,-------i-- --- -----ri-1-1--r-1-r-;--- - , - - - - - - - 1 r-;--r--j--,---i*-,---i----1 I. SO --- --*--* -- ------- -------- --- **---l -- *1- ------*-------------**--------* -- - -- - - - - - - - * - - - - - - - I. 25 1-----+---+--+--+.--+--1--i-~-----+---~--+---+-+---r--+-T--t-----+---+--<..___. -+--+--!~ u I er v-. 1. 00 z 0 t-cr G::'. w ...J w 0. *75 u u er ...J a: Cr' t-u L&.J CL <Fl 0. 50 - - - - + - - - + - - - + - - - ! - - - --- --- - - - - - - -*-*-t-----+----+--+--t-l--+-+-*H\-~----+11---+-+-4--~,-+-4-I
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- 0. 1 2 6 !3 I 0 2 5 B I 0. 0 2 6 B I 00 F=RfOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~--------------------------~---
Lo ad Case: AXISYMf.fETRIC 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-398
-r-- -
PERIOD-SEC. IU *, ! r_; I, I 0 ,. 1 j-r--j -r-1 r I----, - j r - r - ------r -- -- ---*-11-i-r--1 r -,--,---,------i r ----------- ------- --------- ---- --------------- - - 1 1 1 1
- l. "iO ------------ *- - - - -------- --- ----
I. 25 1------r-----t--t---+---t--t-+--+-+----+----t----+---+-~c-+--t-+--------- -------- ------t---+--+---+---<>--< Ll I CI U"l J. QQ >-----+----+---+--1--+--+---+-+-*-t--*----1""-~---t---t--+--tt-+-tt--t-----+----+----1-~~--f-I z CJ I-- er cc w _J w LJ LJ
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a: _J cr CY t-u U.J Q_ ll1
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- 0. I 2 S !3 I 0 5 !3 I 0. 0 6 [l I DO rnrnurnn -cr<-i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 32 Direction: VERTICAL Elev: 333'-0 Dampin~: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-309
PERIOD-SEC. I. 25 !----+----~-- u er z 0 t-cr I (fl c.c: w I.DO - - - ~~- - -- - -ll --
~
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~----~------------------~------~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 12 Direction: VERTICAL Elev: 352'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-310
PERIOD-SEC. 10 (J ! D C ! o c. rrr*r r ,- 1 1-r*--;---i-- *r*-- ---.------- ----r- 1-11-;--r --,------. - -r ---- -- 1 l.'10 - ----*-------------- ---- --- _,____,_ -------- . . ---***------- *-*------------ -----,...-----
]. 25 u
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- 0. I 2 5 9 I 0 2 6 g I 0. 0 2 6 O I 00 l="REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~--~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 6 Direction: VERTICAL ~~~~~~~~~ Elev: 410'-0 Damping: o.005,0.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-311
t'tKIUU-Jtl, ID.O I. 0 0.1 0.01 11 I I I I I I I 11 I I I I I I I I I I I I I I I I I 6 u CE en z 0 tC Ill: l&J
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~----------~----~----~---------------------
Lo ad Case: AXISYMMETRIC GE CO-RASIC ENVELOPF (WIDENED - 15%) Node: 7 Direction: VERTICAL Elev: 217' Damping: o.oos,o.01,0.02,o.03,o.os
--------~------~ -------------------
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-312
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-------~
o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-313
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Acceleration Spectra for CONTROL STRUCTURE Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A*3t14
P~RIOO*SEC. IC.IJ l.IJ 0.1 I I I I I I I ' I I I., ' I I I I! I I I I I I IJ.!:I u I z 0 s:"REOUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: VERTICAL Elev: 269'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-315
rm IOU *SEC. 10.0 1.0 0.1 o.a 1r*rr1T111~1--r1----T1-----r1----------r111,111rr1-r1--r1--i1r----r1--------__:r1r1~1T1~1r--T1-.,.1----T1-----.- 1 ----------:: I I 5 u I a: Ill z
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~------------~ ------------------------------------ -------------------------------------
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-316
P~R:OG-SEC. IC ~ l.'J C. l 0 ~I I I I I I t I.,.... *i I I I I I I I ¥ I l.D r--~--~--r--,---r-ir-r--r""'T-r------r---":"-_,......-,-~,~r-r-ir----------..--,..._........,__.__, 1 I 2.5!--~~+----lf----t--+-t-+-+-+-t------+---+--+--+--+-l~~~~-t---"-~t--t--r-+-+-*~ i ! u u:
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Node: 7 Direction: VERTICAL Elev: 304'-0
--------- ---------------~
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*317
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--------------------------------------------~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: VERTICAL Elev: 332' Damping: o.oo5,o.01,o.02,o.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*318
PERIOD-SEC. I 0 'J 1 G 0 1 0 O! I I I I I I I I 'I I I I I I I I I I I I I I I I I
- 1. so ----
l.J I er er> I. 00
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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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A- 319}}