Text

0 to Updated Final Safety Analysis Report, Chapter 3, Appendix 3A, Figures 3A-160 Through 3A-319
	ML21133A075
Person / Time
Site:	Limerick
Issue date:	04/29/2021
From:	; Exelon Generation Co
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML21138A803	List: ML21133A045; ML21133A046; ML21133A047; ML21133A048; ML21133A049; ML21133A051; ML21133A052; ML21133A053; ML21133A054; ML21133A055; ML21133A056; ML21133A057; ML21133A058; ML21133A059; ML21133A060; ML21133A061; ML21133A062; ML21133A063; ML21133A064; ML21133A065; ML21133A066; ML21133A067; ML21133A068; ML21133A069; ML21133A070; ML21133A071; ML21133A072; ML21133A073; ML21133A074; ML21133A075; ML21133A076; ML21133A077; ML21133A078; ML21133A079; ML21133A080; ML21133A081; ML21133A082; ML21133A083; ML21133A084; ML21133A085; ML21133A086; ML21133A087; ML21133A088; ML21133A089; ML21133A090; ML21133A091; ML21133A096; ML21133A098; ML21133A102; ML21133A108; ... further results
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{{#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 _T t- _r _r MODE No. 29 FREQUENCY= 29.86 Hz PARTICIPATION FACTOR = -10.40 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

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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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KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) 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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L.J I er (fl z a t-er Q:: w _J w u u a: _J a: CY t-u w Cl.. V) 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-.-,.-~~--,-~-,.~-.-~-.-~-.- I. 00 0.75 0.50

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L) I a: (fl z 0 - I-a: er w _J w w w a: _J a: fr"' I-w w CL Vl 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-*-~~~ I. 00 0.7S a.so D. I 2 5 £l I 0 2 5 6

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6 8 100 l='REQUENCY-CPS Acceleration Spectra for REACI'ORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 8 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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L) I er l/1 z 0 - t-er Ct'. w _J w LJ LJ er _J er Cr' I-LJ w (L If) PERIOD-SEC. G l 0 ' ' I l j I j 1---- 1 ** - -j-I j f j -, - j T j -----T- -------/Tll--1-,-j_T ___ 1-i I. 50 r--------,.--,-------- ----.------------------

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). 00 0.75 0.50 Q I 2 r:; S I 0 2 G '3 I 0. 0 2 fi B I 00 FREOUENCY--CP5 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE,,. Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 10 Direction: N-S HORIZ Elev: 332'-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-178

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L) I er z 0 I-u: u:: w ....J uJ w u u:: ....J a: Ct" I-u w Cl.. V'l P!::R ! OD -'.JEC. 10 c I 0 0 1 !J. C? 1 I 1 I 0 I 0 I I. 00 0.75 0.50 0.25 r-~~-t-~-t-~t--+-t-i-t-++~~~+-~-+--+--+-+-+-+4+-~~--+~--l~~-+.- 1 -+-..i-+-+-I 'r-l 2 r, 'J

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u I c.r (."I -z 0 ~ I-er er: w _J w u u a: _J c.r Cr' I-;- u w CL. ifl ?O_C I C n ~* ..J v. I I I 1 I 1 I I I I I I I I I I I I I I I I

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~ r; '3 I 0 2 ~ r; '3 I 0. 0 2 ~ 6 B I 00 FREOUENC Y -LPri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) Node: 5 Direction: E-W HO~IZ Flev: 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, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-185

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~ f.i 5 I 0 2 ~ '1 5

10. 0 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 6 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

u I er: z 0 t-er: c.:: w _J w u u er: _J er Ct' t-, u w CL. (J') PERICO-SEC. 10 c 1 0 0 I i I I t I I I . I I I I t I I I I I I I

1. 00

0. 75 a.so 0.25 0.00 O. I 2

i; '3 I 0 2 Ii '3

10. !)

2 fi B 100 FR EO U ENC Y - C P 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

LJ I CL z 0..... t-CJ: ~ w _J IJ.J u u CJ: _J a: Cr'.,.. u w CL VI 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 ]. 00 0.75 - 0.50

0. 2 5 -----+---+-*-- ~*--

-- ~- ~ --t-+---+---t---t---f--+-+--+-+-+-----1---1--+--+--+-+-+-+-I F REG U ENC '( - 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

(...) I u: z 0 - I-u: c.:: w _J w u u u: _J a: Cr' ,t-u w CL. 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. 00 0.75 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

u I er z 0 - I-er c.i:: w _J l.J.J u u a: _J a: Cr' I-u w c.. ii) PtR ! 00 -SEC. IC S I C 0 l .v. (ll I I I I I I I I 1.50 ',~-'~-' -*r--'-.~r-11-.-.-....

-'~'~-.'~'-.-'-:--.'---c-.-7'""~~~--...----,.--.---'---.---,-....---.'

1. 00 0.75 0.50 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%) Node: 10 Direction: E-W HORIZ Elev: 332 '-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-190

IC G

1. 25 u

I u:: I. 00 z 0 - u:: Ck:: UJ ...J UJ 0.75 w u a: ...J u:: Ct' u UJ CL. 0.50 (J"J PER !OD -SEC. I C c 1 c "' I l I T I l I T I 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

(_J I c.r z 0 - t-c.r c.::: l.JJ _J w u u c.c _J u: Ct' t-u w CL.. V'I 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 I. 00 0.75 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

l.J I er IJ) z 0 I-a: a::: IJ.J _J IJ.J w u a: _J a: a:::: I-u IJ.J ~ Ill 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. OG G 7S 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 Fi 8

10. 0 2

6 8 100 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

u I a: ... n z D t-a: CJ:::'. w _J w LJ LJ a: _J a: O:' t-LJ Ll.J CL (/") PER! OD -'.°.JEC. JOG I 0

0. l G.GJ i~!-lr-r-'~,--,.,-,-~,--,--~~,~,~~

~,-.--,,-~,.--, ---~,.----,~,~l~!~i-,-- 1 ~1~~,~-.-,-----,1 l. OG f----+---+--+----+---~-+--+-+-----+-----+----+---+--+---+-+-1--4------+--4--4---4-4-+--+~ C IS 1----~--+--+--+-+---+-+-+--+----+--+---+---+-+-+-+-+-+------+---+--+---+--+--.+-+~1

0. r,c 1----~--+--+--+-+---+-+-+--+----+--~--+---+--+-+-.+-+4-----+---+--+-4--+-+-+-+--1 (I. GG L __ L_l_LU_lilL __

L..J!!!!!!!!!!!!~~~flr= __ l__L_LLUJJJ 2

0. I 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

u I a: ..n z D ~ I-a: et=: w _J w w u a: _J a: er I-u w Cl.. VI PtR ! oo -stc. ! 0 C. I 0

0. !

i 1 !11-11 . 1 i_,!-,l--y!--,l----,!--,ir-.-,,,..,-.-,. -,i-..-

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0 O!

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0. r,o G. ~S i------t---t--t-+-t--;-t--+-+---+---+--+--+-+-+-+-+-+-----+-~--1-_J._..-1--1-1.-Ll L~LUllillL_l_llJ~~~F-5.~~~k--l~~~-+/--+/-+/-Jd

0. GG

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%) Node: 128 Direction: VERTIC~L Elev: 201' 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

L) I c.r: VJ z D - I-

a.

a::: w _J w LJ LJ a: _J a: CY I-u w CL V) J:' !-. R ! 0 0 '., f l.

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t. H I. GC G 1:.,

0. r,o

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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

u I er V1 z 0 - t-er: 0::: LiJ _J w u u er _J er Q:'.'. t-u w CL r.n 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 I. OG C. "IS \\ 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%) Node: 106 Direction: VERTICAL Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev: 217' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*197

l..) I er lfl z D -~ t-er: a:::: lJJ _.J w u u er: _J cr CY t-w w CL V1 Pt:.f\\!UO SEL. 10 C I 0 0 l '.J 01 j 1 I 1 I -r-I 1 ---1 --- ---*--ljl_j_T --r-r--J --~--j-,-j-Tj--,----,-- -,-- --- r------, I H ! cc. "/'.; c r.n 11.1 C1 .r r, g I 0. 0 2 c ~~G L __ -J.. _ __L_J__J__L_LJ_l_L_ __ _L_~~~~~f=i_u_ ___ L _ _L_L_J_l_ljJLJ 2 4 r; 5 I 0 6 B 100 o_ i 4 FREQUENCY-LPri Acceleration Spectra for _REA __ cro ___ R __ E_N_C_L __ . --------------------~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 108 Direction: VERTIC\\L F.lev: 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

o G f ! I I

I I rJo (...J I cc (/'I I. 00 z 0...... I-cc Q:: w __J w G 15 u u cc __J cc Ir I-u w (L

0. r,o VI Pt:R!OO

~EC. I 0 0 !

J. GI I

I I I ! f T I : 1 T I I I! I I I I I I I 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 I a: V' z 0 - I-CI CJ'.'. w _J w u u a: _J a: Lr' I-u w Cl_ (fJ ! u _, 1 lJ () l i -, -;- -11*--r-~, -r I

1. r,c

--*---~----- ----- --~------~------- ---- --- --------~-~-..----,-*-r----..-~ l H

l. 00

0. IS 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%) Node: 79 Direction: VERTICAL Elev: 253' 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

u I a: z 0 er Q::: w _J w u u a: _J a: er u w CL U1 PE:.R!OD '.JEC. !O G I Cl 0 0 Cl --,~I ~ 1 ~1-.-- 1 -1.--~!~~,--.-1*~~~~,~,~,-.,-,-l~'--1-~!~~l~~-l I.,, c., r.., t-------+---+--+--+--+--t---+-+-+----+---+---+--4--+-+--+--+--+----4-~---+--+---+--+----'~

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: 81 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

l~ I a: (J'l z D - I-er ~ w _J w u u a: _J a: er I-u w CL fj) ._f\\ ! JU :.LL.

u ';

lJ 1 I 'JO I. OG G. 7S

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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%) Node: 77 Direction: VERTIC\\L Elev: 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) I er IJ"l z 0 - t-CT er:: w ...J w LJ LJ er _ _J er cc I-LJ w CL. 1.11 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 *------ -- ----- --- --- -----*------------- __.------ -* ______________ ------..----.---~-; 1. OG IJ 7S 0' r,o; 0. 2S 1-----r---t--t-t-t-t-t--tt---+--+--+-t--+-+-+--+-+-----l-----4---i---t---!--Ll-LI EB 1r
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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

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

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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 Direction: VERTICAL Elev: 283' 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

u I CI (/) z 0 ~ t-IT er.: w _ _J Ld LJ u CI _J CI ct' t-LJ l.J.J Cl... fJ1 / lj rJ *;: I -,-, -,-,-- I _____ T_j_,-1--i---, -,----I

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l. ':JO -----

1. OG C. lS C. r.,IJ

--r------------- ---------....----------* --- ---.......- ---------- ------,-------- -- FREQUENCY-CPS Acceleration Spectra for ~-R_E_A_cr_o_R_E_N_C_L ______________ ~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 56 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

u I er (fl z D ~ I-er CJ::'. w _ _J I.LI LJ u CI _J er (Y I-u uJ ()._ (/) lCJ 1 fj (j l '.J 'J l , -,~--r-1----1--, 1 , 1 1 1

l. 'JC ------ - ---- --- -

~-- I ir

l. OG

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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

Ll I er Vl z D I--er fr'. w _. w LJ LJ er er Cr' 1-LJ U.J (L (/') I ' I\\ : f j [J '; ~ l. ! r 1 .. J t rJ fJ ~ J

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0. I 2

5 G I 0 2 'i G I 0 0 2 4 6 8 100 FREOUENCY-lPc) Acceleration Spectra for REACTOR ENCL. ~~-~~~~~-~~~~~~~-~~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 43 Direction: VERTIC~ Elev: 313' 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

LJ I a vi z 0 f-a er: w _ _J l.J.J u l_; a: _ _J a: Cr' f-u l.J.J u.. ()) I'~ ~: : l ~ ~) ', '. L I '. r i--r--1-r-1-- --r--- - _i __________ - -- r1* r-*j----i*-*-, --,--,---T-- ------,T--,,--1,---,--1----r-----------1 I. rJo ----------i------------- ~------ ------ -- --------------,----r---- --- ---- ---------------

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1------+---+---+---+-+--+-+--~~-----~----r-----t--r-~-t--r-t-t----==1=--t---t--t--t--t-t-t-I !==~- ffiP\\_ r' *ir ~,. i"'-fl-=**~-J..... ~J

c. GG *------~---*- ----- -----------L-~!!!!!!!!!!~~LU...Ll ___

_l_ _ _l__l_JLJ_i::::O:::J 2 4 S G I 0 2 4 S '3 !O.O 0 I 2 6 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: 21 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

u I a: (f1 z D I-rr c.::: w ..J IJ.1 u (_; a: _J rr Cr' 1-L.J IJ.j (.L

J): l. "!(

1.0::; 0 GG

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Ir'-'- 2 6 e 1 OD r R E:O U ENC 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

LJ I er IF> z 0 er CL lJ.J _ _J lJ.J LJ LJ a: _ _J er er *- LJ lJ.I u_ VI ~ ; J ' J [) 1 J ',; 1 -r ___ i ___ -r-----i---- -*- -r----*- ---1-'-IT 1- -*---i---r---, -----1 I ',C t --.., l H I I i I. C !:: 1----1---1---+------1--+~-~_._J_ _____ ---4,---+--+----+--+-+-+---+-4----+--~--1.---1~--L--l..-J-l I -; ::. 1----------+-~--l------+---l--_J__- ~ - ___ J~--+----+---+----+-*f--+-~--- --+------+--1---..__._.~~j I I i 1--- l I I I I I I I I ~ ~ I ffi I I I I I f_ -- ~- I I I -V I I ...i,,- ~ ~;. ( i C GC: 1----'---L--'--_ _i__.!__l_ 2

0. 1

'-I fj '3 I 0 2 '-I (.) 5 IO_ 0 2 l.j 6 8 100 F RED U ENC 'r' -- (_ P S Acceleration Spectra for REACTORENCL. Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (\\HDENED - 15%) Node: 9 Direction: VERTIC~L Elev: 352' 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

L) 1 a: iJ"I z D l-a: c.::: w _J w u u a: __.) a: Cr' 1-u IJ..J c.... (/) 1. OCi 1----+----t-+--+--+-+--+--+-----+------+---+--+--+----+--+-+4----+----+-4--+---4-+-+-+-1 C IS ~---+----+--~+-+-+-+-+-+----+--+--+--+-+-+-+-++----+----+-+--+--+-+-+-+-I /,_M 0. r, 0 1----+----t-+--+--+-+--+--+-----+------+---+--+--+--+if--+-+-M----+----+-4--+---+--+-+-+-1

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~~,___. (1. c G [)'-. -t ___ 2!___.l___'-IL._..L_s!__l_G.!_Ll..L_0 _ ____,.......,2 ~=..l...-'-1..L__l_...L.5 _!_.L'J 2-1.1 0-. _o __ _J_2 _ __J_ _ _J_'-I __J_J_6_L_!_B....L.Jl 00 rREOUENCY--CP'J Acceleration Spectra for REACTOR ENCL. ~------------------ Lo ad Case: KWU SRV AXISY~ETRIC ENVELOPE (WIDENED - 15%) Node: 13 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

u I a: z D t-u: a::: w _..J uJ w LJ u:: _J a: er t-w uJ CL V1 P:.R IOD SE:.C. ! 0. 0 1 I) 0 ! D CJ i ! I ' I I I I! I I I I I I I I. 0 ::; l----+---+--+-+-+-4-+-++---+--+--+---+--+-+--+-+--+-----+-___.-~-+--+-+-+-4-1 G IS 1----+---+--+-+-+-4--+-++---+--+---+--+--+-+--+-+-+-----+-___.--+--+--+-+-+~1 \\ 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

l.J I a: VI z El t-a: Ck:: UJ _J w w u a: _J a: CY t-u w CL IJ)

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~ '.l G '. I I i I I I I I I I I. 0 C 1--------+----+--t--+--+--t-+-+-+----+----+---+---+---+--+--+-+--4------+--~--4---+--+--~-4--l C 7 '..J 1-----T---t--t---t--+--t-T-+-+----+--+---+--+-+--+-+-+-+-----+----+--+--+--+-+-+-+-I C r,G 1-----t---+--+--+-+--t-+-+-+----+--+----+--+---+---+-+-+-+----+----+--+--+--+-+-+-+--l D. I r, g I. 0 2 4 f1 B I 0. CJ 2 4 f1 B I 00 Acceleration Spectra for REACTOR ENCL. Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 107 Direction: VERTICAL Elev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-213

L.) I a: z 0 t-a: O:'.'. w _J w u lJ a: _J a: IY t-u w CL I/) l H C: IS r-----+--+--t--+--+-+-t-t-1------+--+-+--+--+-~-+-t-----+--+-.+--l--l.--.!--l.-'-l G. r. 0 1----t---+--t--+--+-+-t-t-l------+--+-+--+--+-~-W-1 1----i---4---1---.+--+---l---l.----1-~.....J I \\ n c )( ~~tvn~i 2 2 2 ~ ~~LLJ.lllJ c cc L __ _j_ _ _J__l__L_LlJ_l_L_~.J_-d~~'.'!::llJJ_L __ _J_ _ _J _ _LIIDIJ Fi B 100 Q. I 4 G 5 I 0 Fi g I 0. Cl 4 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 80 Direction: VERTIC~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-214

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6 '3 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. ~~~~-~~~~~~~~~~~~~~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) 59 Node: 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

LJ I a: (/') z 0

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L) I rr IJl z 0 er CL w _J U..1 LJ LJ a: I,'. '\\ ! 'J iJ _ ~ l J Jl 1 *ri-1 -1*--, -,-- -r- --- 1 I rJr. __________ l________ \\ H t-----+---+-~--f--+---+-+-Mi----+----4--+-~-+ -+__,__-----'------+-----+-~---+-4--4-+-I ! c::: I--._......~. _____ ,__-----<>------+--~- t.---

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Acceleration Spectra for REACTOR ENCL. ~~~~~~~~~~~~~~~~~~~ Load Case: KWU SRV AXISYMM~TRIC ENVELOPE (WIDENED - 15%) Node: __ 3_2_~- Direction: VERTICAL Elev: 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

Ll I a (f) z D t-cr Cc: w _ _J w LJ LJ er ___J a: Cc' t-u LU CL (f) l 0 ', l rJ ,-r*1--,-,-T--1---r------, ---- ------,--i---r I 1 I 1 I rJ 0. ----- ---- - I H J. OG !J

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3 IO. 0 2 6 8 100 FREOUENC Y--CPS Acceleration Spectra for __ REA ___ cro ___ 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

Ll I er: If' z D 1-cr Ct::: LLJ _J LLJ u u CI" _J CI" Cr' J-u lJ.J CL if) I. f~ [ 11 IJ '.. l (. I 0 'J ';: j,-JTl--r-1 -,----I

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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

u I a: "' z 0 a: QC w ...J w u u a: ..J . a: QC.... u IAJ IL U') rERIOO*SH. 10.0 I. 0 0.1 0.01 I I I I I I I I I I I I I I 3.0 t I I I I I I I I I I I I 1.5 1--~~-t--~-t--t--t--t-'f--t-tt~~~t-----1t---t--t--t--tt-t-1-t'"~-tr,--t\\rt---t-~t--1-1t--t--1-H r-~

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II 6 B IO. O 2 11 6 8 I DD fREOUENCY-Cl'S Acceleration Spectra for CONTROL STRUCTURE ~~~~~~~~~~~~~~~~~~~~~~~- 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

u I u:.,.. u: llC w -' l&I u u u: rtf\\ ! uU -:it(. IC IJ I r, ,/... r, I 0 IJI ,-,--,,-i-.,- -* i---,--- .------**r*i-11-~r-*1--1----r------,--.,....,,~, -.,- ' J.!iiO.---------*---------r-------------- t.25 i-----------t---t-~ ~----t--*t---i--* ---* -*-- --1----1----1-~---.-t--+-1~ J. 00 l-----t---t--i--lt-11--t---t--'t-t-----ll---'1---t--'- - -t--t-1-----t----t----t--t--t-~t-+-I

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2 f, 0 100 Acceleration Spectra for CONTROL STRUCTURE --~---~-------~---~------ Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Damping: o.oos,0.01,0.02,0.03,0.os Elev: 239' 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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~

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 Damping: 0.005,o.01,0.02,0.03,0.05 Elev: 269 '-0 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL. SRV AXISYMMETRIC FIGURE 3A-223

u I a:.,, z 0 - t-a: 111:: ...J u u a: ...J a: er u en PER I OD-SEC. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I *1 I I I I I I I I I I I I I I l.O.----~.,-~.,--.--,-.---r-TTi-~---,---.---.--.~.--T1-.---4--J---r-.:.__,r--;_,-r-.__: 2.0 r-'

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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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8 I. 0 ~ 6 D I 0. 0 2 ~ 6 D I 00 fREOUEttC~-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Di rec ti on: VERTICAL Elev: 332 *' Damping: 0.005,0.0l,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-226

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~ 5 '3 10 0 2 ~ 6 6 100 a.a L-~~~ 2 ~--1~-L.__L_-L._L..L....L.L~~~...l.--..1....----!...-L.-L-..J..-i.....i....i..-===--L.~-L.---l---l'---L_J_-:1-J-1 D. I l='REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) 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

L) I cr +.f' z 0 t-cr: CIC w _J w LJ LJ a: _J a: Cr' t-LJ lJ.J CL oJ) P:_r< r oo -'..iEC. 10 s 1 Q i'I I I I I I I I I I I I I I I I I I I I I I I

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0. 7 s 1------+-----+--+- -+-+---+-f-++-----+----+--+---+--+--1-++-+-----+----+---+---t........ --+-lr+-+-i

- I/ \\ r-v~n o.so f-----+---+--+-+-+-+-+-++---+---t---+-+-+-+-+-+-+-----+-_,--fff-~~vr.:::==t-~-iltt-1 / ~ 0.25 1----+---+--+-+-+-+---+--H----+--+--+-+-+*-+--+++----+---+-.,,_--+--+-+-+-tti, ~REOUENCY-CPS Acceleration Spectra for REACI'OR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 2 Direction: HORIZ N-S I Damping: O.OOS,O.Ol,0.02,0.03,0.05 Elev: 201'-0 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

u I a: U> z 0 t-cr: 0::: w ....J w LJ LJ a: ....J er: ~ t-u w Q....,., r>>f<!UO 'JEC. lfJ C; 1 fJ c ~. I I I I I I I I I I I I I I I I I

r-r1--,---, -,~-,

-~,-~1---1 l.25 i-----r-----r---t--+-+--+-t-+-+---+---+---~-+-+-+--+-+-+----+---+--+--+--1-~~ l.00 r----r-----r--t--+-t-t-t-+-t----+---+---+-+-+-+--+-+-+----+---+--+--+--+-~--1-1

0. 7 5 1----+----+---t---+-+--+-+-+-+-------r-----T--r-----r--r-*-;-+-t--+------+----+---+---+---+--1-+--+-1 0.50 t------t---t--t--+-+--+--t-+-t----+---+---+-+-+-+--+-+-+----+---+--+--+--l-~--1-1

/I '/"l t-* I 0.25 1--------t--t---+-+--+-t-+-+-----+---+---+---*-r-+-+---+4----+----+-_...,__r-4i>--i>...._~ ~REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 3 Direction: HORIZ ~-s Damping: o.oos,o.01,o.02,0.03,0.os Elev: 217'-0 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

L.J I cr \\/"I z 0 ~ I-er: er:: w _J w LJ LJ a: _ _J er: CY I-LJ l.J.j Ul P:R!OD 'JE.l. 1C ~ ! 0 c ':; ! ,-r--,,~,~, ~,r---,~,--,~~,~~~~,,~,-,--.-,~,---.-,~~l----,--,~--~-,~,-,-,-,-,l-r 1 ~1~~,~~,~~~j

1. 25

1. 00 0.75 a.so 0.25 r=REQUENC'f -CPS Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES A~YMMETRIC ENVELOPE (WIDENED - 15%) Node: 4 Direction: HORIZ N-S Damping: O.OOS,O.Ol,0.02,0.03,0.05 Elev: 239 '-0 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-230

L) I er VI z 0 - t-er 0:::: w _J l.J.J w w er _J er cc t-w w CL Vl P~R!OO 'Jf-C. t 0 ') f) Q r' I I I I I I I I I 0 I 1 I f I 1 I ---i

1. 00

0. *75 0.50

,--=l ""<:ill"'- 4 !i 5 I 0. 0 2 4 5 8 100 l="REOUENCY-CP'J Acceleration Spectra for ___ R_EA_Cf __ O_R __ E_N_C_L_.~,_C_O_N_T_R_O_L __ S_T_R_U_C_T_U_R_E ____________ _ Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 5 Direction: HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev: 253'-0 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-231

L.:l I CI.,, .z 0 - t-(..[ ei::: w _J LLJ u u a: _J CI er t-u w Cl.. ..n 1 c 'j l 0

l. so

!. 00

0. '/S a.so 2

'i 5 I. 0 0.00 0 I P~R!O!J SEC. 2 ~REOUENCY-CPS c ':. ! ,----.--, --r,-,-...,-,--,-,-,--,.,---,.1---1 'i 5 I 0. 0 2 6 B I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 6 Direction: HORIZ ~-s Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev: 269'-0 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

L) I er Vl z 0 ~ I-CL Ci:: UJ _J UJ u u a: _J er er I-u w "-.n P~R!OD*'.JEC. IC S l () a ! 0 S? I I I I I I I

1. 00

0. *15

0. so

~REOUENCY-CP'.i Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: HORIZ ~-s Damping: 0.005,0.0l,0.02,0.03,0.05 Elev: 283'-0 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

u I er:.,. z D - I-er: U:: uJ __J uJ L) L) er: er tr' I-L) uJ u.. Ul p ~ r< r o ~J s t. L

l'J 'J I~-, I I

I I I ]. S 0 ~ -,----~--y---.--------..----~--.----------~r-----,---,----,-----,----,-~

l. 2 5 1----1-----+---- --- ----- - - ~ --

- - ------ ------ ---- ------+---+-+-+---+---+---+----------t-----r---t-----r----r--T--t--1-1 ]. 00

0. 15

~ a.so 0.25 -------+----+---+--+---l---,__.___ ----1------l-----+---+--+-~--+--+----+-----+----+-t-------+--+----+-tl-1 EB o.oo L_ __ J_ _ _l__4L_l_LJJ_ll ___ l__l___J__l_l_Lll~~~~~12~~~~~Jsd::~9::bl 0 I 2 '1 S I _ 0 2 4 r., S I 0 _ 0 ~ I 00 ~REOUENCY -(.PS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURF. Load Case: CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 8 Direction: HORIZ N-S Damping: 0.005,0.0l,0.02,0.03,0.05 Elev: 304'-0 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

LJ I er l/"'I z 0 - t-- CL CJ::: w _J w u u er _J er er t-- u w Cl.. Vl P~_r< ! c~; sEL. l c :; l Q 1~111 I ]. so -------~-~---~----~---~-~~~~*----------------

l. 2 5,___ __

__._ ____ ~--- ~-- - --+---+---t-+--+-------+------+--+---+-+-4--+-f-+--- ---- - ---- ~--1--+.----<1-+---+-1~ ]. 00 0.75 0.50 ,t:=-t=c\\ o.oo L ___ 2L_LllllUL __ J_J_LllU..L1~~~~~ 2~~~~d::iLlJJ 0 - I 4 r, 5 I 0 2 4 r, 5 I 0. 0 4 5 g I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 9 Direction: HORIZ N-S Dampin~: O.OOS,O.Ol,0.02,0.03,0.05 Elev: 313 '-0 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-235

LJ I er Vl z D ~ I-er U::'. w _J 1..1.J u u er _J er (.c' I-u w (l_ VI 1 c r, 1---i-j~ I I I I 1 1--,- I 1 I 1---r*---1 ]. so ~-------~----~-------------------.--.,--.-----,---.,---~-.,--~~

1. 25,__ __

_..___-----+--_ _.__~__._-~~- ----** -----+---t-+-+--if-+--+-+----+----+--+--f--+-+-~ ]. 00 0.75 0.50 0.25 1~---;----+--~+-+--+-+-++----l--+---+--+-+-+-+-+--+-----+--4--+--+---+-+-+-H 0.00 L_ __ ~2L__L__L_L_L_l___LJ_l__ __ _L~_J_~l._J_.LJL.L..LJ.o1!!!!!~~~!!!!!!!!!~~=::J..J....L..LI Cl. I ~ r; '3 I. 0 2 ~ r:; 5 I 0 0 2 4 5 B I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 10 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

Ll I er If> z 0 ~ I-er LI:: LlJ __J uJ LJ LJ a: __J . er: Cr' I-LJ w (L VI t c '; l~ltl I I 1 1~ 1 1 1 I I !. so ---------:-~--- ---------- ________ ! ________________ ---- -*-----~ ]. 2 5 1----4-----i----~-- -- -- ~- ~ -* ------+----+---+----+---+---<~+--1---1--- ----- ---1--*-I----~~~ !. 00

0. 'IS 1---- <--,___

0.50

0. 2 5,_ __ --1---1---+--+---+--+--+-l-l-*---+ -*---+*---1------1----1---+--4~~~---- ----- ------ ---+---+--+---+-4--+--<

l=REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 ~ERIES ASYMMETRIC ENVF.LOPE (WIDENED - 15%) Node: 11 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

u I a: Vl z 0 t-a: er:: w __J uJ u u er: __J a: IY t-u w (L If) I I I I I I I I

l. so

~-------------~- ]. 2 s 1--------+-- --+----t------+----t-------+--~--1-------- +---+---+-*--+~ -,t----i--+-+------+----+----+----+--+-4----l--+-I I.DO t-----+----+--t--+-+-+-f-++---+---+--+--+---!--+--+-+-+------l------l.-__J_~_J_L.l.-L_I

0. *1 s 1----+------+--~+-+--+-t-+.+------ - ---- - ---f.--

-+--*-+-l---4-+------4------+----+------+--.J----1--l-~

a.so t-----+---+--t--+-+--1-t-++---+--+--+-+-+-+-++-+-----+---+--+--+--+-~-U

0. 25 1----!.-----+--+---+----4--+-_..____,______. ___

_ -- ---- ~--+--+---t--+--t---+------+----+-----+-----1----+--+--+-+-I ~ RE 0 U E NC Y - C P <i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Ca~e: CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 12 Direction: HORIZ N-S Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev: 410 '-0 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

u I CI' !/"! z 0 _, t-a: 0::: w _J LLJ LJ LJ a: _J CI' CY t-u LLJ Q.. V'l P~R!O!J*SEC. 1 f) 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---+---+-+-+-++-+-~~--+~~~--+--+-~~~ I -

l. 00

\\_l 0.75 I - '-1 I -\\ a.so r-""\\ I ~ 0.25 1~~~--t-~-t-~t--+-t-i--t-++~~~+-~-t---+---+-+-+-++-+-~~---+~--+~._-+---+-+--+-W ~~ ~ 0.00 '--~~~2'--~~--'---'-~-'-L-:--L-~~_.:...--.1.._~...J.-...:......i~--====--~...J__~....!..._--1.__J--1._J_....L.J~

0. I

~ 5 5 I. 0 2 ~ 5 5 I 0. Q 2 -:I 6 6 I 00 l='REQUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENF.D - 15%) Node: 1 Direction: HORIZ E-W Damping: o.oos,o.01,o.02,0.03,0.0S Elev: 177'-0 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

l. 25 J

~ R/ E:t 4 5 g 10 0 2 6 B 100 0.00

0. I 2

5 !3 I 0 2 ~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 Damping: o.oos,o.01,o.02,0.03,0.os Elev: 201 '-0 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

L) I er z 0 t-er a:: w _J w u u er _J er lk" t-u LLJ 0.... ri:R I OD -SEC. I 0 <; l IJ Q S! I I I 1 I ~,----I --~-lfjl I 1 I I 1.00 1-----+---+--+--+-+-t-+-++---+--+--+-+-+-+-++-t-------t----t--r---t--t-1-T-t-I

0. '75 l----+---+--+--+-+-+-+++---+--+--+-+-+-+-++--+------+---i---t---tt--r--t-t-t-1 ri--

/,.._, 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 Dampin~: 0.005,0.0l,0.02,0.03,0.05 Elev: 217'-0 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

L.J I cr I./) z 0 - I-a: er w _J w LJ LJ CI: _J cr Cr' I-LJ w I./) P':_R!OD*SEC. 1.25 1-----+---+--t--+-t-+-+-+-+----+--+--+--+--+--+-+-++----+--4-+--+-----+--"--'--+-l I. 00 0.75 a.so 0.25 r-----r-~-+--t--+-t-+-+-+-+-~~-+--+--+--+--+--+-+-++----+--4-4--=-=+-+-+-+-+-1 2 6 B I 00 l'"REQUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 4 Direction: HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev: 239 '-0 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-242

u I er Vl z 0 - t-a: a::: w ...J w u u a: ...J a: er' t-u w Cl. Vl P'::R!OD*SEC. 1 f) s I) c '"'1 1~--i--r-,--~--1 ----.-,-,--.,-, -.,-, ---.,--,----.,----,--.i-, -.-, --.,--1 -,.----.---1---

1. 00

0. *75 0.50 I,..---.

J'--\\ Acceleration Spectra for REACTOR _EJU!L., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 5 Direction: HORIZ E-W Dampin~: o.005,o.01,o.02,o.03,o.os Elev: 253'-0 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-243

Ll I er V1 z 0 _, I-a: a::: w ..J w u u a: ..J a: Ct' I-u l.LJ CL V1 Pl'.:RIDD*SEC. IQS ~lJ S! OS! ,-r- ,,~,~,-..--,-,~-.--,---,~~~~,-,-r,~,-.-,~,--.-,~~l~-,-,~~~-,~,-,-,.--,,----,-!~1~~,~--.,~~~] I. so ]. 25

1. 00 0.75 0.50

~=:::? ~.... 0.00 L_~~_L~......L~1-....!.._LJ._J_.LL~~~.l_~..L.._!_--1._L..J_.!...J:~~==--12~-.J.~..1__....L_l_Ll....l..J

0. I 2

4 5 8 I 0 2 '4 5 8 I 0 0 4 6 B l 00 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENED - 15%) Node: 6 Direction: HORIZ E-W 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

u I er V'I z 0 - t-er a:: w _J w u w er _J er er t-u w Q.. ll'l P1:R!OD *SEC. 1 Q ':; 1 IJ n 1 IJ "1 l'IT""--i--~-,-*-1-----,.-i---r-J'ri----:-,-r.-~,:---.--,---,-.-- 1 1.,.,:--, -,.---,-, -..---,--.1----, J. so ~-----~--~~-~-------,---~-~~-~,, -------- ---~-~~ J. 00

0. 75 a.so

// .'\\, o oo ----'--*---------~ -~-- --- -~-- -----. _ _L_l__L_l_L..LLL~~~=r:=-__L_JLLJUJJ:i O. 1 2 -I 5 G I 0 2 ~ ~ 6 !3 Lj 10 0 2 Lj 6 B 100 ~REOUENCY-CP"i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED - 15%) Node: 7 Direction: HORIZ E-W Damping: O.OOS,O.Ol,0.02,0.03,0.05 Elev: 283'-0 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

I..) I er (fl -z 0 - t-a: er::: w __J w u u er __J er Ck' I-u w Q.. (fl P':R!OD -SEC. II) Cl ! 0 'J 1-11 r-j-7-1*--r- --, I I I I I I j-------r I l.SO ~------n ]. 00 >------ I I

0. *75 0.50 o.oool __

t ~~-2l_~L_-4l_l__5LJ_GLl1l_o~~-2l__ __ J___~l_.l_l5J_gJ_1J10~_~0~~!2~~~~~~~6d::+/-BJd1~0

REOUENCY -CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURF.

Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDF.NF.D - 15%) Node: 8 Direction: HORIZ E-W Damping: o.oos,0.01,0.02,0.03,0.os Elev: 304'-0 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

l..) I er Vl z 0 _, I-er a:: w .....J w u u er .....J er Ck" I-u w Q.. Vl Pi:RIOD*SEC. 10 s 1 0 G ! 0 S! 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

l. 00

0. *75 a.so

~REOUENC Y-CP", Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 9 Direction: HORIZ E-W Damping: o.oos,0.01,0.02,0.03,0.os Elev: 313 '-0 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-247

u I er V'I z 0 - I-a: ci::: LL.l __J LL.l u u a: __J a: er I-u LL.l ll. V1 P'::RIOD-SEC. 10 a 1 a s ~ 0 s! 1-,-t--I I I I 1 I --,-iii' I I I .-----:--1 T"J -:-,-,,r-:-1 --.-, -,-,--r-, -~,---j

l. so ---------- ------ ---------------~----~~--r--:--.----.-r-----,-----r-----,---,-!--..--~

I I. 00

0. *15 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

LJ I er 1/1 z 0 __, t-er Ck'. IJ..J _J w u u er _J cr: Ct' t-u w CL 1/1 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 J. OD D. *75 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 Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev: 352'-0 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

L) I a: l/1 z 0 -* I-a: Cl'.'. UJ _J w u u a: _J er O:' t-u LLJ Cl. l/1 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 ~~---~~-.-~--,, 1 ~-r---.-~~------.~---,~--,-~-.-----r--.~.--~~~~-,-~~..----.-~~

1. 00

0. "15 a.so 2

5 g I 0 2 0.00

0. I 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

u I er "'" z 0 - I-er: c.::: w _J uJ u u er: _J u: Cr" I-u w CL. PERIOD-SEC. 1 c s fJ IJ ~ !

-*1,--i--,--I --,-----i*------T-j*-.--,1-,-~

I l~*-,----,----..,--T 1 ---

l. 50 r----.~-r-;--.-~1-;-r;--~--,.---;--,-~-.--:-,-7.----.-

1 --,---,.---,-~-,--~ 1 I. 00 0.75 0.50 .... = =t::::: ,c::==~ ~ ~ r, 2 'i ') !. 0 2 0.00

0. 1 10.C 2

s g 100 r: R E 0 U E N C Y - C P ~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

u I ([ z 0 l-a: U::: UJ __J UJ u u a: __J CL Cr" 1-u UJ [L .... '"l 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-.------,-----.----~~--

0. 50 ____ _._ ____ ~-~-

t-----t--+--+---+-+-t-+--t----~----1--1--+--~-+-+-l r~~=:

I.f:.. ~.......--.-~,.1 I f ~(/~~ 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

u I er ~') c..:: ~* u: c.::::: LlJ _J LLJ w u u: _J er (:' u w C:.. ~'1 PERIOD-SEC. I" ' l. 5 0 -*--- --- ---------*--.-----~--~~- I. 25 1----~----~-

- 1-+----... ----+--*+---+--lf- _.__,_ ----- l------~-_.__---l--+-4--1.-'----l I. 00 0.75 1---

a.so 0.25 1-----+----+--l--+-~-+-+-+-----+----1----+-+-+-+-+-+-+----- 0.00 '--------'------(.----,~-~~

0. I 2

~ ~ I C 2 2 r-; ':s I DO ~ R EO LJ E N C Y - C P '.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

LJ I u 7 0 t-u: ~ LlJ _J uJ LJ u er _J er Cr' 1-u w CL ~') PERIOD-SEC. l p I~ I T I 1 -i-------r1-r--,-~---,- I 1

~-,-,---;---,---j--,----~T-----1

). so ----------- -,---,-1--------------------- --------------- I. 00 ---- ----- ----- -- ---+--+--+-*-*------------ ~--+--+-4---1-~--+-+--+-----+---~-+---+--+--+-~ 0.50 i:- R E 0 LJ E N C '( - C P 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

L) I a: .z 0 - t-a: c.:::: UJ __J uJ u w u: __J u: Cr' t-w w Ii.. o."1 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-+-+-+---+---+--+--+--+*- '--*- '-- ----*----.

1. 00 0.75 0.50 0.25 l-----+----1--~+--+-+-+-+-+---+---+--+--+-+-+--+-+-+------+--+--+---+---+-+-+-+-i 0.00 G I

~ r; 2 2 ---~- --

*~-~~*

2 ~ r; r; S IC IJ S I CO i:: RE 0 U E 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

u I c.r 'Z 0 1-c.r u::: uJ __J uJ w u u: __J u: v i-u UJ

u......,

PERIOD-SEC. l (' r I. SO 1---- -------

~-- ------------ ---------.,---,.---,---~-~-----r*--~_,-,--,--.-

1 r--

1. 00 t-----+------ --- --j~--t--t-~-T-------,~-t--t--+*-+--t--t-t-+------+---+--++-+--++-t~+-1 r-

0. 75 1-----+---

Q. SQ I-------+---+--+- +---+--t--t.--+-+------~----t--~+---t---t--t--t-+---+---~-~--+--~I 0.00

;:~.

-~---" Q. ! 2 I=" R E 0 U E N C Y -- r P 'i 2 Acceleration Spectra for ~REA~-CTO~_R __ E_N_C_L_*~--~------------------------~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 108 Direction: VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 F.lev: 217' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-256

l.J I er .z D -* ~ u: c:::: LlJ _J Lll ~ u a: _J er Cr' ~ LJ w c... 1.'l PERIOD-SEC. ). 50.----~---~-~---------------~---~.,---..,..-,.....,-----,-----..,..-----,-r--,~-r-l.25 l----+----+--+--+-+--4-+-+-+----+--+----+-+-+-+-*-+-+-+----+--+--4--+--t-+-+-i~

1. 00 0.75 a.so

0. 25 1----+---+--l-+-+--+-+-+-+----+--+--+---t--;--t---t-+-t------ *------- ---- --*-+--+*--+--<t-1 i:- R E 0 U E N C 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

w I u: .z c _, I-u: er:: l.JJ _J l.JJ L.J u u: _J u: (r' I-u w c...... PERIOD-SEC. 18 ', I I I I t I j I. I .. --, -I *i I. 50 -------.---- - *-i-*--- 1 I. 00 0.75 0.50

0. 00 2

4 ..j 'i 'i I 0 2 2 ') 10 '.] IOG F R E: 0 l.J E N c 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 Damping: 0.005,0.01,0.02,0.03,0.05 Elev: 253' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*258

z 0 I-II Ct:: w ...J UJ L.J u a: ...J a: CY 1-u UJ u.. PERIOD-SEC. I 'J G ~ C; ':. ~ 'I r-j*-i---,- --r-- ---i ,-----,~I I I I ---~--~--,--- I. 50 ~------.----..,----

~-- -,-------.-----,----.-----~~-----,---.----~-~~

i 0.., 5 1----4---+--+--+-+--1-4--+-+---+---+---+--+--+-4--+-+-+------+-----l--+---+-_._+-1-~ 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 2 r, '3 I 0 2 '4 5 'l I 0. G 2 S 5 I 00 0 I 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

u I u:: ~..., z 0 1-u:: U:: lJJ _J lJI l..J u u: _J c.r: Cr' 1-u w PERIOD-SEC. 1 IJ r,, ~ (~ 1 j T -,-.--;----T,---,----,------------,-; I I I -,--~,-~,---- I.SO

0. l 5 l-----+---+--l---+--+--+-+-+--1-----+--- - -- f---- -- >--,_ - f- ------~-~---4--J--l--L-l-.l-_J

~ 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

LJ I CL .z 0 ~* I-CL ti:: LIJ _J LI.I LJ u u: _J u: CX" I-u w c......, PERIOD-SEC. 1* 1 I '. I ,--* 1 ---,-----,----------~,-~-,--,--r-I 1 I. so -*--..------~-~-~--- I. DO 0.75 0.50 i:: RE 0 U E N CY - C P <, 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

u I c.r:.., Z' 0 t-c.r: U:::: LIJ _J UJ L.J L.J er. _J u:: Cr' t-LJ UJ c......, PERIOD-SEC. I. 00 ~*--- -- --- --

-~-+--+.--4--<------

~--+--___,l---+--~~-~-+-1>-+------+---+--+--+-+-~-+-I

0. I 5 1----t----t--t--i-t-++-t-t----t--+-+--+-+-+-+-+-+----l---l----t--.tj:::=\\-+-+.-+-l

~-,- 'r-.__ 0.50 r----+---+--+--+-+-+-+++----~---+-+-+-+-+-+-t-+-----1~--j~-UI---+-~+-+-+- 0.25

==~ Irv-~' f J--~~ II. ~ ,.,J; w

a. oo ----------------- ~*-~*------1--d~~~

Q 1 2 -I 'i '.i I 0 2 -I r; ') I 0. G 2 11 !3 100 F R E 0 lJ E N C Y - C P ~i Acceleration Spectra for REACTOR ENCL. ~---------------------- Lo ad Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 60 Direction: VERTICAL Damping: o.oos,o.01,o.02,0.03,0.os Elev: 283' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-262

u I c.r .z. 0 -* t-c.r (:::'. llJ _J U.1 LJ u c.r _J c.r Cr' t-u w c......, PERIOD-SEC. r:. ' I I j T 1---1 - j----T ----j- ____________ l_j_T_l __ Tj-1--,----,-------~---,-~-I --T

1. so

~---- - ----- -

l. 00

0. *75 I

l I 0.50 "° R ED lJ E N C Y - 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

u I a: tJ -* I-a: CZ::: uJ .....J lJ.J u u CL .....J c.r: Cr' I-u w C:... PERIOD-SEC. I ---,-------I~ 1 1 ~,--1 -,.-- I I I !. so ]. 25 ). 00

0. 75 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 Damping: 0.005,0.0l,0.02,0.03,0.05 Elev: 313' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-264

z (.J t-u: u::: LIJ _J Lil u u CJ: _J u: er t-u LIJ c:...,n 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

0. 15 l-----+---4--1---*f--+-+-+- t-t-----+----+--+----+-+--+-+-+-+---- ---+---+--+---+--+-+-+-+--t 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

G I er .z 0 _, I-er c..::: L.l.J .....J L.l.J L.J u CJ: .....J er (.(' I-u UJ (L \\."l PE A Io D - SE C. c: ' I. SO,--- - -~-------------*~--- ----......- I I. 00 0.15 a.so 0..25 2 2 '1 ') !OG i:: R :: 0 U E N C 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

u I ([" 7 0 1-u: CZ::: UJ _J UJ w u u: _J u: Cr' 1-u w PERIOD-SEC.

l. 00

*-+---~--+--- -'-**

- -*- --*--**- ---t-*--l--+----+---+--t--t-+-+-----+-----+---+---1--+---<~-+-I

0. *7 5 1----+-----+--l--+-+-+-+-++---+---l---+---+--+--+--1-+-+------+----+--+----'--4---~-+-l 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

L.j I CI 7 0 -* t-er c.i::: lJJ _J lJI L.J w er _J er (r' t-L.J LLJ (L_ .. -i PERIOD-SEC. 1C ':. ~ fJ ~* ~ O ':,~ l~l~-,~,-,-~,--,-----,..--1 ~,-,-,--,,--r-,-l---r-1--~l~T-l~1-l--r-1-,-~~~,--~j I. SO --- --*----~---------~----,---.,.---,-..,......------.-----.--~--.- I. 00

0. *75 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

L'l I a z Ll I-- CL U::'. uJ __J uJ u u: __J u: Ct' 1-LJ w CL PERIOD-SEC. I

l. so

-- -------------~~---1 0.., 5 1---~-~--i---;----t---t--t--t--t------+----+--+--+--~-+-~----f----l-----+--+---+-+--+----l---I 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

z 0 t-cr u:: uJ _J uJ w L) u: _J er Cr' t-u w CL...., 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 0.75 i-----t---t--t--+-+-+-+-++----t--+--+-+-+-+--+++-----+--+-+--+-+--l--1--+-I 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

L.) I u: .z 0 -* I-u: Cz::'. LIJ ..J LIJ LJ w u: ..J u: Cl' t-w LLJ Q... U'I PERIOD-SEC. ,-r---i--i I I I I I I I *~-, I r I I I

1. so

~----T-~--- -------- ---------- ----------------- - -----

I. 00 0.75 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

Ll I ([

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r*1*-r j---1**1*--r-----1------,-----1~ 1 I I I I.SO ~------- -----,----------- 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

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r.

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0. 50 1------.. ---4--+---+ --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

u I er z a (.[ IL LIJ _J w u er _J cr lr' u w c.:... V1 PERIOD-SEC. l~ n ! Q C ! i-r--;.T -i

i----,-------1------,-*1-r~-1-r---,--*,-----rr--,--.---,,--r,-,--.-,-~,---1 I. 'iO
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I. 25 0.15 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

u I er 'Z 0 1-er er:: lJJ ....J lJJ w u a: ....J er cr-1- u lJJ CL...,.., 1 c ': j j I ,- T-,-- 1** -,------"" ' I I.SO - PERIOD-SEC. I I I I I. 00 ~--*-t----+---+----+--+--+-+---r-r----+--+--+--+--+--t-t-+-+------+---+---+--ll--+~...+-4-1

o. 1 s 1----T---t--+---t-+-+--+-+-+-----+----+--+---+--+--+-+-+-+----+----+----4--+---+-+--+--i~

l'"REOUENCY-[PS Acceleration Spectra for ~REA CTO R_E_N_C __ L*~-~~~~~~~~~----~ 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

z 0 tr ei::: uJ __J uJ u u tr PERIOD-SEC. 10~ tlJ a~ a~* l-,-l~-l~,-1-~ 1 --1----r-1--r-1--r-'-1 --r-,--1 ---.---i---1-,.--1 ~,-1---r 1 ~,----..,---*i ). 5 0 ---------~--*-~-~----~----~*---,-----,.-----.----------.-----.---.-~' !.00 ~---+---+--+---i-+-+--+--+-+----+---+-+-+-+-+-+-+-+----1---1---+--+--+-+-+-+-1

0. '/ 5 ~----+----+--+--l-+-+---+-+--+-----+---+--+-+-+-4-+-+-+----1---~-+---+--+--+-4-+-I 0.50 ~---+----+---+--l-+-+---+-+--+-----+---+--+-+-+-1-4-~,-+----+---+-~-~-+-~

~~\\ FREOUENCY-*CPS Acceleration Spectra for ~REA~_CTO ___ R_E __ 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

u I er z 0 -* I-u: ti:: uJ _J u.J w u u: _J er Cr' I-L.J U.J Cl......., PERIOD-SEC.

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--,-~--,-;-t I 1 I I 1 I 1 I I I J.50 ---- ]. 00 0.75 0.50 0.25

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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

u I er z 0 I-([ CJ:: l.JJ _J I.JI w u a: 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 --------,

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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 Damping: o.oos,o.01,o.02,0.03,o.os Elev: 217' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-278

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Lj r:; PU<! UL -SEC. ---~, I FREQUENCY-CPS 2 4 ') 100 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

z 0 a v.... LI 0.. PERIOD-SEC. IC ::. i l"j I IJ

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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

u I :r

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\\./!! ,l:'ffEQUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE ~~~~~~~~~~~~~~~~~~~~~~~ Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC\\L Damping: o.oos,0.01,0.02,0.03,0.os Elev: 269'-0 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-281

u I CE '1) 0 c.t ct:,., ...I u u a: ...I c.t er... u (a. '1) rER ! OD**~EC. 10.: I. 0 0.1 rr1r-T":--, i

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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 Damping: o.oos,0.01,0.02,0.03,0.os Elev: 289' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-2B2

u I a: z 0 c: ~ ..J ..J u c: er Ct'".... ..J (:.. PERIOD-SEC.

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j IOO FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE

-~---------------------~------~~--- Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Dampin~: o.oos,0.01,0.02,0.03,0.05 Elev: 304'-0 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-283

u I er.,, z 0 rER ! 00--5EC. 10.0 1.0 I.. f *1 0.1 a.at I I I I I I I I I I I I I I I 11 I I I I I I I I l.O FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE ~--------------------------------~------------------------------------~------------- Lo ad Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~L Damping: o.oos,0.01,0.02,0.03,0.os Elev: 332' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-284

u I er PERIOD-SEC. IO':i !') G! GJ~ i-,--~-11-,---,--------1 ----r*i-1-1-11--,----,---,-------,-1-*-i--r--i---, -,----r----i -- - -----, I. 50 ----------------------- --- ------- -------------- _____ ------------ ______________ ----~------

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0.50 ~---+----+--+---+-+--i-+--+-+----+----t----t-+-+-+-+-+-+-----+----+--+--4--+--+-+-+--I 0..?5 1----+----+--t--+---~-+-+-4-----~-----t--t----t----+--+---t--;--,t---------- -*---~-- -- --- 1-- /~ --" -~~~~~~/~~~~~/~~~~\\~---~~t~~~~i~j~~~ 0.00 ~-~~~~..._-~..___---~

0. I 2

6 B I O 2 6 (3 IQ_ 0 2 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

L) I er PERIOD-SEC. I 0 'j j-*Tj--T I I j----, I I.SO--*---------------*-**----------- I. 25 1----+-----+--r--+---+---+-+--+-+-----+----*-+--l----4--+-- -~ - *---- -- --- - ----- - --+---+---+-+-< ~ I.DO r----+---+--t--+-~~-+-+-+----+---+--+---+-+--+-+--+-+-----+---+--+---+--+--+-+-+-1 z 0 I-- er Q::'. w ....J w LJ LJ a: ....J er cr-1-- LJ w CL (/)

0. 15 *--------+--+---+--+--+-+--+--+----- ----t---+---+---+-+-+-t-t-----+----+---t-t---ic--+-+-11--i

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0. 50 -*------*--- ---- ~-----

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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

u I er If\\ z 0 _, I-a: a:: La.J _J La.J u u a: _J er er I-u La.J fl.. (/) PER 10 D-SE C. l 0 Ci ? f) 0 O r;? ,11-r-i--r--, --.-*--, ------- r-j--ri--r-~-,----.---~i~*-1-,----i-----i I. 50 ------------------ --- ----- ------- - I. 25 I. 00 0.75 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

u I a: PERIOD-SEC. I (J ,.-.J ~ 1~ 0 ! 0 G l jlj-T-1--T-1*-----,-- *1 r-1-.-1-1~-,-- --1---,----~------ -,----T--r- **-1*--r ---,----1--1-------i I. SD -------*--- --*-*--*--*- --- ----r *--- *----- --*-* --~---- ---- ---- *-------- -- I. 25 ~ I.DD 1------t----;--t---;-r,--t-+-+---;--~-t--+-t---+-+-+-+----+---t--+--+--tt-+-+-+-I z 0 a: er:: w _J w u u a: _J er er u w Q.. (./') D. 75 1~---t----t--t--+-+-+-+-+-+----+--+--+--t--t--+-+-+-+----+--+-~-+-+/--t~r+-+-1 rr-- rn ~ 1 D. 25 1---+----+--+---+-+--4-4--+-+---*-----r------4*--+--+--+-+-+-+-+l-J§-~~\\.rlffl+rf -+---1-t--r-w1 -+-i V: I \\~ t;r:-~ ~ o.00 0l_- 1--- 2L_L_ 4Ll 6LJ-5U 1l-0--J 2 __ J!!!!!!!~ 4 J~~~6~8~~ 10 ~-: 0

___j 2_J_J 4JLJ6JJ 6J_

1 l 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

u I er If! z Cl t-cr n::: LLI _J LLI u w a: _ _J a: er t-u LLI Q_ V') PERIOD-SEC. 1 fJ rJ ~ j 11--11--1 ' 1 .--1------- -- - -r Ir -j--T --i -- T 1- --- - ' -- - - i 1 1 I. so ~--------------------- ---- ------ ----------- - J. 25 l----+-----+---t-------i--t-~-+---t--+--------+-----+---+-----+--+---t~+-+-------1------- --- -- -- --~-~r-J. 00 1----+-----+--4*-~____,_______,____,_ --~- --------- ---+--+---+--+-+-+~I

0. 75 1----+---+--+---+-+-t-+-+-+-----+----+--+- -- ---I--+--+--+-----+---+--------------~-

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

L..J I cr PERIOD-SEC. l lJ '~ ~ 1 0 s ! 1-r~ 1-,--1 ---,-------,------ -.-,-ri-- 1 1---,----;-----r- -------,-,-1'- 1**1-,----, ---1------1 '*" ---- - - ---T-- - - -i 1- ------~ ---- -------------- -- - I I

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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

u I a: I 0. 0 jl I T I I I I PERIOD-SEC. 1 0 _j ______ lj!jl I I J 0 1

0. 0 I

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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

LJ I er PERIOD-SEC. 10 G rJ 1 0 ':,I 11--1-r1--r-1----,--,-------,1-r1--r1--,--i------,.-----------,,-,, r----1 ----,-------r---1

1. so

-- --- ---- -- -- ---- --- ---------- - ---- - ----~--------- --------~--- -- ------------- ~ J.QQ ~----+---+--4---jf----+-+-~~----f---~~-+---+- ~-~----.__-+--+---+-+--+-1-+-I z 0 I--er Ck: w _J w u u er _J a: er u w c... If') 0.75 1~---+----1--+--l-~-+-~-----1---+--+---4-+-~-~4-+---~-~--1-~-4-~~ 0.50 1-----+---+--+-+-+-1--+-+--+------+--~--+--+-+-+--+---+-+-----+---+--+--+--+-+-+--I --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 I 0 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

u I a: IJ"'> z 0 t-a: Q::'. w _J w u u a: PERIOD-SEC. I. so

1 -------*---- ------ -,----.---- -

I I I..25 1----t---t--t--+--+-t-t---+4-----t---+---+--+--+-+-+-+-+----- --- I. 00 t-------+--* ------- -- ~----- -------- -------t----f--t---t----t--t-~-----J---11---t--+--+---+--l-+--I

0. '15

~---+----4-~~--+-4--~*------- ___....____I----

0. I 2

5 !3 1 0 2 5 !3 I 0 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

L.) I er (fl z 0 I--er Ci:'. w _J w w w er _J er cr-1--- w w Q... If) 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 I. DO ---- ________,_~--+--+--+--+-*--------r---t-t---1-+--+-1t-t-----f-----t---+--+---+--+---J'--l--I

0. 15 *---~---+---- -- -----

-+-f--------1~----i----+---+--,___ - -->--r------- ---+---+---+--+--+--t-+-1

0. 50 t------+--*----+-----<-*----<--+----- ---------t---ic---+---+--t---+-t-+-t-------+---+-----<r---+--i--+-+-+-1 0 1 2

5 G I 0 5 (l I 0 0 2 5 8 100 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

z 0 I--a: QC w .....I w LJ LJ a: .....I a: er 1-- LJ w (l__ V"l PERIOD-SEC. 10 r, ! G I J (.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---~ 0. 7 5 1-----+--~-.----+--+~+--+---- -------+------+--- --->- -

-,_ -~ --------- ---- ----- - ---- --~- - o.2s~---r------+--+-~-+---t--+-t--------+------+---+-~--+-+J~---+--t----~~--- ),'~::::tJ1--' / -{--~ 0.00

0. I A;}

~~v ~E~ .........t:.11! ;....-- ~ 2 G [3 I 0 2 5 [3 I 0. 0 2 6 B I 00 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

u I a: I/) z 0 l-a: Ck'. w _J w u u a: _J a: lk' t-u w 0.. I/) PERIOD-SEC. 1 I) 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-+-~

J.QQ 1-----+---+--t----t--+-t-+-+-t-----+---f--+---~+-+~l------+---+--~/l-+--++l~f-+-I

a.,, 5 1----+---+--~-+--+-+-+-+-t-----+---+----+--+-+-+--+-+-+-----+---t---tt-Hr,_,-t--trttt--t-t-i f(~ \\

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

u I er (fl z a - er Cl:: w _J w u u er _J er er u w CL (/) PERIOD-SEC. u ~ l __ T _____ I

i. so r-*-------------------*-*-----~- -----* ____ ------------~-----~-----..------ ______________ -------r-- --------r---,.....- _

l. 2 5 1----+---+--+--+-+--+-+-++---+----+---+-+-+--+-+-+--+-------t---+----->-----t----t---+~r--I

l. 00 0.75

--~ 0.50

0. 25 1---+----+--+---+--+--+-t---+------+-----+--+--+--~), 2--+-+==~-j~~'~ ~-~

--~~- ~--- ~-- "'l'---- 0.00 L_ ___ __L _ ___L_L_J__~_L.u__ __ ~.J....--.1!!!!!~~=--i___L_l_l_J_ __ ____l _ _J_ _ _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

Ll I a: If) z 0 ~ I-a: c:.i::: w _J w u u a: _J a: er I-u w CL U') PERIOD-SEC. If)

~

I ') I 0 G 1 1 1 i 1 j_F_j ___ r --- 1 - r-ji-,-,--i--r----i-----,------ ---,-1-;--r-jr-1-,---,---1 I. SO --------------- -- ------ ---1 --~------ ------------------------ I. 00 0.75 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

LJ I a: PERIOD-SEC. l 0 'j u c, ! 1 1 1 1 r--,---,------,------r111-r1-- -.-----i------,---------i-r-11-1-r-1-,--------,----, I. SO ----------- - -----

l. 25

(/"I 1. 00 1---------+---+---1-----1-----+---4-~~--- z 0 l-a: QC LLJ _J LLJ u u a: _J a: er t-u LLJ CL Ill

0. 15 1-----+-----+--+---+-+--i--+---t--t------+---+----~-+---+---ff---+--+-++-

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

LJ I a: l/'l z 0 l-a: 0:: UJ _J UJ u u a: _J a: er 1-u UJ Ct.. (f) PERIOD-SEC. I. 25 I. DD l------+----+----4--~- -- - -~ -

r--t--+--+-t-++--+----+---+--+--+--4-~-+-I 0.75 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

LJ I er l,fl z 0 ~ er a:: LU _J LU u LJ er _J er er ~ LJ LU Q... en PERIOD-SEC. t 0 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 u--

0. 7 s 1-----1----+---+---+----+--+--+-+--.__----l------+--+---+---+-IF'-4-+--~-----I----+--

1--

0. SQ l------+----+---+----+--+-+-+--+--1---- ~----ji---

--l----4~"-+---l---l+--/--+-\\c41-----4---+---l----+--~>---4--I r-,----N~ 0.25 _,.--,,..JV-~ . -- ------+---+--+,---+*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 1 OD 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

u I a: V'I z D - ~- a: Ct:: w ___J w u u er: ___J a:: er 1-- l_l lJ_J LI... (/) PERIOD-SEC. I U '~ I rJ 0 l O 'J 1 ,--, ;--r--i-- ' 1---,------i----*-r1-r-11--1-T--1-------r------11-,----1 --,--, ---,-,--,--,-----,-,--,.-,---,--,----1 I. so ~------~--------~~-------.-------,-------- ---- -----------~-~-~~ !. 00 0.75 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

u I er c.n z 0 1-cr CIC w ....J w u u a: ....J er: Ck' t-u w Q.. IJ)

0. I PERIOD-SEC.

5 !3 I 0 0 2 5 !3 I 00 "'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

u I er (fl z 0 l-a: 0:: w __J w u u er __J er er I-Li w If) 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---------+----4----- - --l---+-----+-1--+--------+*---------1---;---+---+--+--+-4-I J

00 >-----

---~-+--+----+--+----+-*-+---+---- --- ----r---r--t--t--t-+-+-----+----+--+-+-+--+-~I

0. 7 5 1-----+---t--~-t-+-t--t-+-+----- -

...--~--.-,>--+-*---~~ >----------+---+--+---+---+-t-+-+--l 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

L) I ([ l/) z D t-a: a:: w _ _J w u u a: _J a: ~ t-u w CL l/) 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 !. 00 0.75 0.25

0. I 2

5 (l I 0 2 5 G I 0 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

L) I er (fl z 0 l-a: 0:: i..J _J i..J u u er PERIOD-SEC. 0 ! I. SO - ----------- ---* ---,--------- -- --------- ----------~~-~---------------.--~-~ ]. 00 >---------+----+- --+--+---+--<~+------------,__--+.--+---+---+--l--l--+--1------+---+--+---+---1---1--l--+-I 0.75 1~---l---+--+--+--+-+-1-+--+------+--+--+--+--+-+~-+-+-----l---+*--+--+--+-+--+ Q. 50 1------+----+--t---t--+-+-l-+-+ ------ -- -*--+---+---+--l--l-~1--44----+----+--+---l--+---l--l-~I -~ -, ._U r----i 0.25 v l ._.._. rl\\ v-- v---- ~ --~ ~,._LJ ~ o.oo L_ ___ 2 l__~l___L_J_J__l_JJLJ_ __ ~ 2 .L...~~~~:J_J__L_JLL ___ l_ _ _l__l_J_J_J_J_J_I

0. 1 4

5 G 1 0 ~ 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

u I er Vl z 0 1-cr a:: LU _.J LU u u a: _.J a: Ir 1-u IJ.J Q._ (/) PERIOD-SEC. 10 r;, 1 'J v 1 U '~I ,,,-,~ I I --i-1-,-,-.-,---,--,-,-----, r~- r-j-r----r ----, I.SO --- -~ --- -------~*- - -- --~--~--------,---------,------.---.----- !. 25 1----r----;--r----t--+-t-t--++----+---+--+---+-+--l--+-+-+------+-----~ --t--1---+--+--1f---i 1.00

+--+---+---+--+-+-+-~-~------r----r---~--t--r--t-+-+-+----+-----+--+--+-+--1-+--+-1

0. 7 5 1----+----+--t---+--+--+-~++-----+---+--+---+-+---+-+-+-+-----+--*--j------f-~>---+---+--1-<

0. so >--------<f------+--------r-- -- -- -

0.25 0.00

0. I 2

2 6 G I 0 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

u I er 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-----+---+--<..___. -+--+--!~ v-.

1. 00 z

0 t-cr G::'. w ...J w u u er ...J a: Cr' t-u L&.J CL <Fl

0. *75

0. 50 ----+---+---+---!--- --- --- -

- ---- -*-*-t-----+----+--+--t-l--+-+-*H\\-~----+11---+-+-4--~,-+-4-I ~ ~1 r,---r-~ ,__~~~ ~r\\ 0.25 1----r----r-i--t--t---t--t-++---+--+--+-+--+ill+-+-+~W--..~..::.._-+~~~--4-+--+-+--1--+-l--I "~-~'\\*~ \\ ~ ~i--1-+--l-+-...+-J a.oo L_ _ __JL_ _ _l_J__J_llJJJ __ _=1===~~~=-.Lllll~~_L _ _L_J_J_lJ((D

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

Ll I CI U"l z CJ I--er cc w _J w LJ LJ a: _J cr CY t-u U.J Q_ ll1 PERIOD-SEC. IU *, r_; I, I 0,. 1 j-r--j -r-1 r I----, - 1 1 1 j r --1 -r-1 ------r -- -- ---*-11-i-r--1 r -,--,---,------i

l. "iO ------------ *- --- -------- --- ---- r ----------- ---------------- ------------------- - --r---

I. 25 1------r-----t--t---+---t--t-+--+-+----+----t----+---+-~c-+--t-+--------- -------- ------t---+--+---+---<>--< J. QQ >-----+----+---+--1--+--+---+-+-*-t--*----1""-~---t---t--+--tt-+-tt--t-----+----+----1-~~--f-I

0. 7 5 1----t---+---+---+---+--t-t-+-+------t-----+---+--+--+--- --t --------

0. 25 1-------------t--+-+--+--+--+------- ~--- --

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

u I er (fl z 0 t-cr c.c: w __J w LJ LJ er _ _J er (t' t-u w c.... Ul PERIOD-SEC. I. 25 !----+----~-- \\ ~ I.DO --- ~~- -- - -ll

0. 7 s

+------+----+--+---+---+-~--- -- -~.. ---------1----+--+---+-+--+-+-+--I i s '3 1 0 2 5 !3 10 0 2 6 f3 100 Acceleration Spectra for REACTORENCL. ~----~------------------~------~ 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

u I CI 10 (J rrr*r r l.'10 - ]. 25 PERIOD-SEC. ! D C ! o c. ,--1-1 1-r*--;---i-- *r*-- ---.------- ----r-1-11-;--r --,------. - -r ------ 1 ~ 1.00 r----r------t--t--t-t-t-t-t-+---+--+--+-+-+--+-++-+-----+---+--+--+--+-+-+-+-1 z 0 l-a: Ck: w __J w u u a: __J er Cl:'. t-u w Q.. V1 o.so ~---~--+---+-+-+-+-~r+-----t---+--+--+-+-1-t-++---+----+--+-4-+-+--+-+-t

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

u CE en z 0 - tC Ill: l&J ....J l&J u u Cl: ....J tC Ill: u l&J CL en 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 -~ rr\\ ~ \\ l"iiii... 6 2 6 -- - a I. 0 q 0 10.0 2 6 0 100 oL..~~t 2 --_i___1__1_J__uL.JJt__~ __ J-__JL....J...~~~o 0.1 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE ~----------~----~----~--------------------- 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

u I l£.... u t-c.r. tc:: "J u u a er 111* t-u,.. i:...,, rm !nn ~EC. IC.r. I ~ C. I o.c* 1'1-r-;-i-**1*--,--,----r-;-**1--.-.-1---r-*.-------.-..,-.,-,---r-r--r-----1 l Q *----------** -*- - *---- - 2.* ~ t-----~---f-- - -- -- - - -t-----1----1- --- -

- ---1---

--*~i--11-+-+-tH ~. !l i-----t --i---1--+---- 1-6-1-~1----,.._--t---l*--t-t*-f-f-l-*t-----l---+--f-li--1--1-+-J-I I. 'j l-----+---+--+--t-+--l--~-l-+-*---1----.__ - .. -*-1*--*i---t--*-+*- - 1.0 t-----t--1---1*--t*-+-t-f-f-+----r--+--1-ir-+-~-f-f-+--l~'---t-W--+----'l--~~+-I~ /\\ C. r, 1---~--+---+*-t--1-. -~

I (LC

~-I 2 I. 0 ID. !l fj !I 100 S:R[Ol!fNCY-1 !, Acceleration Spectra for _c_o_N_T_R_O_L_S_T_R_U_C_T_U_R_E ______________ __ Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENF.D - 15%) Node: 7 Direction: VERTICAL Elev: 239'

~

Damping: 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

u I (.[ l.1 (I" c.:: llJ _, u w C.t ...I u u oil f"R!IJ!i*':.H. I II

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0.~I

--* *r**--** ;**-*-****r j. r*;-,* **1-1

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o. 0 --. *-

~-' 2 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

u I <<.... z 0 P~RIOO*SEC. IC.IJ l.IJ 0.1 IJ.!:I I I I I I I I I I I., ' I I I I! I I I I I I 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

u I a: Ill z 0 a: ct: l&J u u a: a: re... u l&J L Ill 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 J 2 '\\ j l ~) ' " - ~;;; -~ 'I 6 e I. o 2 'I f; 0 10.0 2 'I 6 8 100 QL---------~2-------L--:~"'-:!l-L--:1-1...L.---------~---'-~...:::!:::::r.:::...LLLL_ ____...l_ __.J__t_--1.._J_.LJ._LI 0.1 FREOUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 7 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, CO - BASIC AXISVMMETRIC FIGURE 3A-316

u. u: z 0 c: Ct: IU \\-' c P~R:OG-SEC. IC ~ I I I I I l.'J C. l 0 ~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----------..--,..._........, __.__, I 2.5!-- 1 ~~+----lf----t--+-t-+-+-+-t------+---+--+--+--+-l~~~~-t---"-~t--t--r-+-+-*~ i I I

2. a...__---t---+--t-+-t-t-+-t-t----+--+--+I ~l~~-l---f-.__...'--1--+--I-~*

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o. s r----t---t--t-t-t-t-+++-----+---+-+-+-lf-++-f--f-jJ,_-1--\\,~

1 ~~' ~~ ) ~~v ,~~,1 .___.___.__~ -...

0.01 ~~---!----1.--7---'-7-~..J.....L----~~--=::::-~~-=-~~r'"f~r~1-----L--...!__--L-L..L...JLLLJ 2

J i; 'l

0

~ -I c; I) 10.~ 2 -I r, 'i 100 Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) 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

u I a: "' z 0 t-a: 1111:..., ..J u u a: ..J a: a::... u laJ CL. 111 PERIOD-SEC. 10.0 I. 0 11 1° I I I I I 0.1 0.01 II II I I I I I II 11. I I I I I I l.O r-----,---,--.--,-,-rr,..,.------.---,.-,--r-.,.-,rrrr--~--r----r--T"-~.--.---: 2.5 r------;----r--;--t--t--t-t-H------t---t--+--f-+-1H-++------ll--~---1---l--l-l--WU 2.0 r------.----r-;--r;-t-t-tt------t---t---f--t--+--iH-++-~-l-~11--l---+-+-1-1-~~* '\\ 1.5 r------;----t--t--t--t-+t-H------t---t--+--f-+-1H-++~-ll~:=d=-'l-~---1---l--l-l--WU ,--\\ r-~ 1.0 r------;----r--r-t--t--t-t-H------t---t---t--t-+-1H-++---l1IJ,'--4-\\l--J---+.-+-J-+-1-+-1 O.S r------r----t--t--t---t-t-t-H------t---t---f--t--+--iH-++--*JJ-----1---l\\U--1--i.-l-~-U ~ __ iJ ~~ --1 ..__Iii._ ~~~Sr) o.oo~.-.----~2---L--=q~.L..;!6L..L~6..J...J.1._0 ____ ~2~......J~~q:::::=t=:!-6-L8LLILO_.o ____ J2 __ _j_ __ ql__J_J6LL~OJJ100 fREOUENCY-CP!i Acceleration Spectra for CONTROL STRUCTURE

~

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

l.J I er er> .z a - I-er lk:: LLJ _J LLJ u u er _J er Ir' I-u LLJ CL V"l 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 ----

I. 00 0.7S a.so o.oo L_~~l__JL_J_J_lJJJLL~~_L~J_..J..J...le~JJ!!!!!!ll!~~!!!!!!!!~~~E3~~ O. I 2 LJ 5 f3 I 0 2 LJ 5 O I 0. 0 2 LJ 6 B I 00 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. ~------~~~~~-~~~-~ 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}}

ML21133A075

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