Latest revision as of 03:43, 16 March 2025

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
References
	Download: ML21133A075 (160)
	v • d • e

{{#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

o. 71 9

I

82. 70 I

0.59 10 I 94.42 I -0.00007 11 I 99.84 I -0.31 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (VERTICAL LOCAL FLOOR MODEL AT EL. 269'*0") FIGURE 3A-164

MODE No. 1 FREQUENCY= 14.20 Hz PARTICIPATION FACTOR= -4.04 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'*0") FIGURE 3A-165

MODE No. 2 FREQUENCY= 24.75 Hz PARTICIPATION FACTOR= 1.59 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'*0") FIGURE 3A-166

MODE No. 4 FREQUENCY= 47.39 Hz PARTICIPATION FACTOR= -1.04 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0") FIGURE 3A-167

MODE No. 7 FREQUENCY= 73.01 Hz PARTICIPATION FACTOR= 1.77 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0") FIGURE 3A-168

L.l I er 111 z 0 ~ t-a: a:::: Li..J ...J Li..J l.J l.J a: ...J a: Ct' t-l.J Li..J a.. If) PERIOD-SEC.

10. 'l I 0 0 I I.SO 1

~- 1 ~ 11-~ 1 r-1 1 -.~ 1 r-,.--r-r-.-..-~~~.-~.-~-:---,.-~,-,-.,--~~__,..~_...~~~'--.--.-~. I 1 I I I I I I I I I I I I I I 0 01 I

1. 25 I. 00 0.75 a.so 0.25 1--~~-t-~-t-~t--+-+-+-+-+-+-~~~+--~+--l--+--+--+-+-+--+-~~-+~--+~-+--+--+-+-+-H 0.00 D. I 2

6 g 1 0 2 6 8

10. 0 2

i:-REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) 6 8 100 Node: 1 Direction: N-S HORIZ Elev: 177 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-169

Ll I er \\j") z a - I-er CZ:: w _J w w w a: _J a: (r' I-w lJ.J CJ.. If) PERIOD-SEC. I 0 G I fJ 1-r-1-r-11-, ---,---*-1 ---..'..Ti. r-*i. T-1*- r -*-r-1 --..---,---G-,~! I -i -,.,--, -,~-, -~ 1----,-,---0

1'} I

l. 50 ------- *------- --*--**-

~--

I. 00 0.75 0.50

0. l 2

5 5 I 0. 0 2 5 B I 00 l="REQUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: ~~-2--~- Direction: N-S HORIZ Elev: 201 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE '3A-170

L) I er (/"I z D l-a: Q:: w _J w LJ LJ a: ...J a: er 1-LJ w Q.. I/) PERIOD-SEC. 10 0 l Q ~ I a r:; ! l'l'T---, I

,----1 11""1-r-1 -r--i

--,------1~ 1 ' 1 1 1.50-

1. 00

-- -*-- -- -+-----+* --- - --~-+-1-+-t-----+----+--t--+-~--+-~I a.so r----+---+--t--+-+-+-+-+-t----+--+--+-+-+-+-++-+-----+---+--+--i---+-+-+-+-1

0. 00 --------

2

~--~~i.l~---:'j-- 0. I I 0 2

2 6 0 100 FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 3 Direction: N-S HORIZ Elev: 217'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE.3A-171

L) I a: (J) z 0 1-ct a:::: 4J _J 4J u u ct _J ct er t-u 4J CL (J) PERIOD-SEC. l 0 ') 1 fj 0 GI I I I I I I I I I I -,- -T I I I I l

l. 50

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

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

1. 00

--~----4--- --~-- --~ - _._ _____ +---+---+---+--+-t-+-++-----+---+-+--i---+---t-+-1--1 0.75 1----+---+--r-t--t-t-+-++---+--+--+-+-+-+-+-++----+---+--+--+--+-+-1-~

0. I 2

5 8

1. 0 2

5 8

10. 0 2

6 f3 JOO F"REOUENC Y -CPS Acceleration Spectra for

REACTOR ENCL., CONTROL STRUCTURE Load Case:

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

L.J I er Vl z 0 - t-er u:: w _J w LJ LJ er _J er er-t- LJ w CL I.fl PERIOD-SEC.

.J l

1-11-r-1---,--1 ---i----**-1 * --- --,,--,-* -,-i--,-- ** 1**** -**- r* -* --- -*--11-1--r*-1--r--T--i-----,-------**1 I. SO ----------- ~---- --*-- ~- ---~-- I. 25 1----+----+--t---+-+--+-+-+-+-----+---+----+--~--+--+-+-+--+-----+----+--t---+-+-t--+-+-1 I. 00 0.75 0.50 0.25 1~---t----r-t---+-+-t-t-+1----+---+----+--+--+--+-+-+--+----+--4--+---+-~+-+-+-i 0 I 2 5 I 0 2 5 !3 10.0 2 5 [j 100 ~REOUE.NCY-CP', Acceleration Spectra for REAC'fOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 5 Direction: N-S HORIZ Elev: 253'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*173

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

0. I 2

4 6 8 1 0 2 6 8

10. 0 2

4 6 B 100 FREOUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 6 Direction: N-S HORIZ Elev: 269'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE.GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-174

u I er "' z 0 - I-er Ct:: w _J w u u a: _J er Ct' I-u w CL IJ) PERIOD-SEC. I. 00 --* 0.75 a.so 0.25 1~~~-t-~-r-~t--+-+-t-+-+-t-~~~+-~-+--+--+-+-+-+-+-+--~~-+~--+~-+---+--+--+-+-+-l ~~ o.oo L_~~l~l~LLLJlll~~~L~LJJJ~~~~===!~~=~---~~J+/-JJ

0. I 2

6 5 I 0 2 5 5 I 0. 0 2 5 u I 00 ~REOUENCY-CP'i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTIJRE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: N-S HORIZ Elev: 283'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-175

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

10. 0 2

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

u I er (.['I .z 0 - I-er c.::: w _J w LJ LJ er _J er CY I-LJ w CL I./) PERIOD-SEC. 10 'J 11 -1 T-- I -- r- -- 1 1 11--,--, -i--r-1--- --- r - - - - - --~ -,-T-,- 1-1----r --,- 1 I. so ------------------- T--i-------------- -------- *--*-i _____________________ [ ________ ---------- I. 00 0.7S a.so

0. 2 s 1----4-----+----+---l---+---l-_.__.._-~---l-------+----J--<--+*--+-+--+-+-----+---+---+--+--+--~-+-I

o. 1 2

r-; 5 I 0 2 2 G !3 I 00 i=-REOUENC Y -Cl, Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 9 Direction: N-S HORIZ Elev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-1n

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--------,.--,-------- ----.------------------

-----~-------- --1 I

). 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

Ll I cr I/) z 0 ~ I-a: a::: LLJ __J LLJ u u a: __J a: er-I-u w CL I/) PERIOD-SEC. I 0 '~ I ') 0 0 I ,~--i--r-1--,----,----~-1-T-i---,-i ------,------TIJ,-/--,--T--,----1----, I.SO~------- ---------r ---~ I. 00 0.7S a.so l'"REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 11 Direction: N-S HORIZ Elev: 352'-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-179

u I er PERIOD-SEC. j,--j-T - j---i-- -I --r-----,-----'i'J-,--l---r-j*---,------j1*-~jT-j--I ---i-----1

1. so - - ---- ---

- ----r - - --- ----r---- . --- *-*- ----*--,-..----------,......---.... ---------~- - Vl 1. 0 0 --->- - --~- -- -+--+---+---+--+--1--------+----t---i-~f---+--+-t-+----+---+-----+---+--l--+--+--+-l z 0 l-a: cc: w _J w LJ LJ a: _J a: er t-u w CL If) Q.50 t------+---!--t--+-+-t-+--+-+-----+-------+--+--+---+-+--+-+-------4--4--+---+--+-...__--+-I 0.25 1----t---+--t--+---t-t--+--+--r-----t---+----+--+-+-t-+-+-+----+-~--+--+--+-+-+--+-i 0.00

0. I 2

'3 I 0 2 4 / *\\ s a Io - o1 FREOUENC Y-CPS ,, f 1 I 6 g I 00 ( i I Acceleration Spectra for REACTORENCL., cbNTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: ~~1_2~~ Direction: N-S HORIZ Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-180

u I er z D..... I-c.r CZ::: LIJ .....J Ll.J LJ u er .....J er CY I-u w CL. VI PER I CD -SEC. IC G I a C ! Q Cl .~.~. -.--.~~-. ~.---~~, ~~~.--,-r--,~~. -.-,~-1~-.-,~~~-,-r--,-,.--,--.-,~l~~,~--r,~~__;_, ). 00 0.75 0.50 Ar-....., J?b '--l u=H. IQ,, I:=:~ o.oo L~~-2L~L111lUL~~J_J __ LlLUJJ~~~~~I~~JJ1:rJ

0. I

'I r, '3 I 0 2 'I r, '3 I 0. Q 2 ~ r, B I 00 FREQUENCY-CPS .Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) Node: 1 Direction: E-W HO~IZ Flev: 177'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-181

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

10. c 2

6 8 100 FREQUENCY-CPS Acee lera ti on spectra for __ R_E_A_cr_o_R_E_N_C_L_. £-' _c_o_N_T_R_O_L_S_T_R_U_,C_T_U_R_E __ Load Case: KWU SRV ASYMMETRIC ENVELOl>F. ft.rT"FNED - 15%) Node: 2 Direction: E-W HORIZ Elev: 201 '-0 na~ping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-182

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

l. so

l. 25 1-----+---+--+----+-+*-+-+-+--t------+----+-- +--+-+-+--t--t-+-------4----l--+--+---+--~~

]. 00 0.75 0.50 0.25 0.00 ~--. Jr--, ,t===:-... ,;::::=~ l L ___ L_LllllUL __ J __ J!!!!!!!LlLU~~~=~::='.I~~LJj~1~~~j a.1 2 'i 'l I 0 2 'i 'l 10 0 2 !i 9 100 FREOLJENCY-crr) Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 3 Direction: E-W HORIZ Elev: 217 '-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*183

u I cr: .. 11 z D er: CE: uJ _J IJ.J u u a: _J er: CY u LLJ CL iJ') Prn!co-~Ec. !C'.:.: IC c'1 ~.C1 1--r"'.1-,-,l--,---:-l~~.~--:-,~~~-r-,.--,-r~,-.-,~~,~-r-,~~-,-.--.,~.-,~.~,~~,~--.,~~__;_,, I.SO,.-~~--,~--,~-.-~-r---.---r~~~~~-.--~--.-~-.---.-~~~-,-~~___,.--___,,__~~ I. 25 I. 00 0.75 0.50 I') '3 1 0 2 Ii '3

10. G 2

L~_JLJL_lllUJJ~~~l __ ijJJlU~~~:f

==!~b~,..-~-~~

0. 00 2

a. 1 6

9 100 FR EO U ENC 'I' - C P 'i Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) Node: 4 Direction: E-W HO~IZ Flev: 239'-0 Dampin~: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-184

u I er ~--. z D ~~ I-er c.:: uJ _J uJ u u er: _J er: Cl"' 1-, u UJ CL U'l P!::R!CfJ-'.JEC. lC G I C C. ! n "' i I I I I I I I I I I I I I I I I I I I I I I I ]. 5 0,----.,..----,..---...-..,----.,--,.-.----.-------.---.,..---.---.,..---.--- - ---~---~----- ------ J.25 1-------+---+--t----r---t--t-+-+-+-------+---+---+--+--t--+--+-t--+-----+---+--+--+--t-+-+-+-f ]. 00 0.75 0.50

0. 25 f-----+---+--~+-+--4-+--+-+----------l~---------+---+-+-+--+-----+---- -* --+-~-+-+--+--1-1 0.00

.EB. L~J__lJ_lJ11JU_~_l___.L..LLUU1~~~~~~ ~~

0. I 2

~ 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

u I er z D I-er c.::: w .....J w LJ LJ a: .....J er Ck' I-(.J w CL iJ') PER I OfJ -SEC. 10 G I 0 C. l () "' J. so'.-- '1 _._, -.---'-' --*~-' ~-~-* -*-_,--'-.-'i---:--.-,-,r-:----.----~-,---.,.--1..---...-~1 ). 2S ). 00 0.7S a.so

0. 2 S r-----t-----t--i--+-+--+--l-+-+----4----+--+.---+-4--4---1-i--i-----------+------4--___._---- ~~I 2

6 8 100 Jr=.~ o.oo L __ l_l_LlUlll __ ~L~1JJJ1Ll~~~~~5=~~ ...... ~d:::b:b:U~

0. I 2

~ 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-..-

1. -J,.---,.--1--_:_-r-T"'I,

~I ~,~I ~~,-~! --

0 O!

1. OG G 75

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.

0. 0 I C Q C!

l~T-T-1-.--~,

,--i""'"I-.,..-

I I I I 1 rJo ... *-*---- *--.......---- ----~~-~

t. H I. GC G 1:.,

0. r,o

0. I 2

fl g I 0. Cl 2 4 Ii g I 00 F R EQ U E NC Y - L P '.°> Acceleration Spectra for ~REA~-CTO~~R_E_N_C~L-*~~~~~~~~~~~~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 130 Direction: VERTICAL Elev: 201' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-196

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

o. r,o O.GG 1 -r*-~--,-,--- -,--------,- i,---i ** r-~---, --,--

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

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
?=~~ J/ -'\\.

~ .,_~L_Ll_

0. OG 1---~-_L

__.!___L_~LJ_L.LL __ ~J_-~~~~.

0. I 2

oi "i G I 0 2 °" 5 S

10. O 2

6 8 100 FREQUENCY-CPS Ac eel era ti on Spectra for REACTOR ENCL.

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

Lo a rl Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 58 Direction: VERTICAL Elev: 283' Dampinr: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A*203

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

. J

'J ~ ( j {) ' l 'J J ? , -r111 1 1 --,----T--- --------,-i----,l-,--1--:--,-*-----,----------1"Ti~'---~---r--1 1 rJo -*------*--- ----------

l. H

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

T----*--7~~--1----r----i------I

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

) -,s f.1 r,c

0. l 2

s g I. 0 2 5 G I 0. 0 2 6 8 100 FREOUENC '(--CPS Acceleration Spectra for ___ R_E_A_cr __ o_R_E_N_C_L_. _______________________ _ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 35 Direction: VERTICAL Elev: 313' Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-206

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

j !

I l I I I I I --,-----,,.-,-*~1-*-1--r-----i----1

*-----~--~.--------

,-----------~------r--*-~-

1 ic !J. JS ~---+----+--t---+--!--+-+--t-ir-----t----+--+---t---+-+-+-t--1C----+-----+-+--+--+-+-+-+-I o.co

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---- --- ---- ---------------

0. r,o !----+----+-----+--*- --+-+---t-+-+-------*~--+--+---+-~-+--+-+----+---+---+---+--+-+-~

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

0. 1

'J i J

*---~--------*-

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

~'Fj

~~,___. (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)

o G 1 (l 0

~ '.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

LJ I a: lf' z 0 ~~ t--a: 0::::: w l..LJ u LJ a: __J a: c.r* t-- LJ UJ (L I.Fl l f; t ~ ') 'j l 'J 'J : 1,---1,----1-,--1--r-----1----------r1r1 -,---1---,--1----,------ -----i-ri--r--,---i--- T----r-----1

1. rjo

--* ------ ---------*--- --*-*--*- ----..- ----~----------------...---...-- ----- l H

1. OG c *1s

0. r,c 0.GG 0 l 2

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

-er Cc:

w ..J uJ LJ u CI _ _j cr Cc' *- u uJ LI.... IJl ~ lJ ) I.,

1. so

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

1 )r 1------+-----*- ---- --- -. - ,__ -r------t----t---t-r---r--+--t--+-+------+---+----l-+--t--+-+--+-1 1. OCi r----;-----t---t---t--t-+-t-+-t-----+---t----+--+----+-~--+--+-----+-----4--+--+---+-~-+--l c Is ~------- -*- - --- ---~- - 1---~-----~---j--*--T---t--+--+---+-;r--+----+----+--+--+---+--l--+-4-I 0' '* 0 1------r---r---r--r--r--r-t--r-r-----;----r--t---t--t-+-t-+-+------+--+-+---+--+-~--+-1 '--\\ I n v - G *ir --*----- --1------- --- i.----t--t--t---r-----t--t---t---+-+IHtt-+-+-iM-fl--------l~--t---+--+---+--+-+-+-1 If I I d '~ I \\, I bJ ~ ~ i ~--- 2 ..j s 5 JOO 2 ii 6 B FREOUENCY-CP'l Acceleration Spectra for __ R_E_A_cr __ o __ R_E_N_C_L_*~------------------~~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 54 Elev: 313' 100 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-216

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.---

*----------~-----

-~---+---+---............. -1 f-----+- ___ __.______.....____, ___ ---- --f--- -~ ----------t----+-----+-~~--+-+-+------ -

+----+.--->_..._,

c r,o ------ ____ _,_ ___ __.__ _ __... __ -+--*--+---+---*--------- ---- --- __ __L ____ J._ __..,......,,.,_,.._,.____

i--+--+-~~

F R EO U E N C Y

C P ',

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

1r G.CG

0. I

---~r----------~---~~~-~--------~-- ---~----... - I 2

3 I 0 o.j 5

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

~,*-I

~,-1~,-I ~,--1 I ! ',G *---**- ----

- ---~--- *--r----------~---*-- -*-*- -- --*------* - - *--*--**----- --- *-- ------r l
[

I CC 1----+----+--+--+--~--+-+-+-----+----+---+---+--+--+--+-+---+-----+----i----+----+--+--+--+--+-1 G., S 1-----+-----+----1-- ~- t-- -*+-+-+-----+----+---+---+--+--+--+-+---+-----+---l----+---+--+--+--+--+-1

0. r, G *-----+---+--~+--~--+-+-1----+----+-----1--4--+----+-+--+--+-----4----+---+---+--+-+--1-~

G ~S ~---~--- ____ __.._ ____ __.__._..._... I ~h\\ I l;=-=~ }/---~~~=---' I -~~ l -=~-~

0. CG l ___

__L _ _L_.L_...L_L.J__L.L!... ___ .J...._~~~::.........J..__L...Ll..i._ __ __i_ _ __..l _ __!__L_L_.L..l_J_J 2 4 5 !3 I 0 2 4 5 '3 I 0. 0 2 4 6 B I 00

0. I H<fGUt Nt.: Y - lP";

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-~

lilll 0.0 L-~~_._~L--'--1--1-.L...L....L..L~~---.____. __

..t==:::..~-1~1-J-..~~-L~-L.---JL__L.._.l-1....J....LJ D. I 2 II fi 0

l. D 2

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

0. *15 *---- ----+-+---1---t---il-+-+-t-----* --- --- _,___,_ ---t-t--+--11*--

o. c;o 1-----t---* --t--t--+--t--t-++----t----t--1-1f--t-+--+-1-1--.1(--J111==n-:\\"--t--1i--1---t- -,_._

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

u I I.(

7.

0 -~ >--a l&J ...J w LI l.J

u.

..J u 0-l.J l&J ~ '1l !-'.!.. 1\\1 UQ *~EC. IU 'j I 'l r, I O 01 1-r.. j--ri--r--i - *r----1------,-.--1-1-r-1--...-- 1 ---, -1_.,--,r:.-,,,..--..,-1--.,---.1-----1

l. c;o,-------*-- *----- ----r------------ *--****-----~---

!. :.!5._ ___ * ---+---1--+-t--+-+--t--+-----1---+-*-+--+-*l--l~-~---+----.J--l--1-~-r-t--t-t !. ~o I 0-0.75 r-- I r;n 0.'iO ._ - ~~ 0..!5 *--- ----+--f---1-- __.._ -*1-t--\\-* -i=~- -- ~//, ~- \\: = ~ - -~ 6 0 100 ~ l\\l IJllt' rff Y -C"S Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~L Elev: 254'

~

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-222

u I <<

7.

0 P~R ! OD**SH. 10 ') I. 0 0 I I I I I I I I c :11 ! I i.t l I I I! I I I I I !. 4!5 t-----+--+---t--il-f--f-H-J----*-1-*-- --- _.__ -..._ -._ -----+----t -- --*._..._ -,_,_

0. IS

--~I.- D-~ '-N 0.'10 =-~ f \\ I\\_ ~ ~ 0.25 '--'-- ~J ~ \\. I .__ - J t:::-::=:- './ !>.:JO ~ ~.' 2 r; 'j s ' l i; ' 10.0 100 Acceleration Spectra for CONTROL STRUCTURE

~

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-'

1. s

'\\ I. 0 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE ~------------------------------~--~--------~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~L Elev: 289' ~-------- ~--~----------~ ~--~------~----~ Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-224

u I a: .z 0 er u _, w ~ ~ ~

~

P~RIOO-'.>EC. 10 I) I I)

0. I 0 'll I I I

I I I I I I I I I I I I I I I I I I *'.I I I I I I J. !l I I i I I I I I I I I I I I I ul i I 11 I. I I I 1 I I I I I I

2. !J I i

I I I -1 I 111 _l I I I I I. t; I I I I 11 I I I I I I I I =~ I I

i. 0 I

I I I \\ v-\\ 0.5 ~ 9 \\.... 1 ~.~~ I !J.O I I~ I ~-I 2 ~ s '3 I I\\ 2 ~ r; 2 ~ 5 5 10.'l 100

~REOUENCl'-*CPS Acceleration Spectra for CONTROL STRUCTURE

~--~~~~--~~--~--~--~----~~~~- Lo ad Case: KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 304'-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 CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A*225

u I a: "' z 0 l-a: Ill: ...J u u a: ...J a: CY. t-u Pl R JOO** '.:ifC. 10.0 I. 0 0.1

0. 01 I I I I I I

I I I I I I I I I I I I I I I I I I I I I i l.O -~ 1.0 t-------t---+--+--+-+-+-+-H------~-~l--4--1-~~-1-1----11~-44\\~-J.---1--~~-U~ I\\ 0.5 t------+---+---t--+--+-+-+-++------1----1---+-..+-+-1-l-J.4-1-J~l---1---l,~+--1--~l-'-+-U ~==~II \\.... ~~=;.... ~ - t:-===- 0.0 '--------~2-----L--:~~~l-L.-:1-L~----~2~......l"--o:t=~-l.,..ol:.....L.....L.LL.1-. ____.J_ __.J__L_L_L.LJ._J_J 0

I 6

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

L.) I u: z 0 __, t-a: a::: w _J LLJ LJ LJ a: _J a: Cr' t-u w 10 'J I I I I I I I I 2.0

1. 5 P':_R!OD SEC.

t. G 0 Sl I

I I I I I I I I I ~ J.a l--~~-+-~-+--+--1-+-+--+-+-+-~~-+~-+~+-~~-+-~~~~r--~r---t--ttt-i::;:::t=t-W-I ( \\ J l) ~ ~ ~ 4 5 6

1. 0 2

~ 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

l. 2 5 l----+---+--1---t-"-,___,__ f--f-

+---+--~-t-----j--+--+-t-+-----~-----<1---+--+--+-+-+-+-l r-n J.00 f-----+---+--t--+-+-+-+-++---+--+--+-+--+-+-+-t-+----+---+--+--Hr+-+++-t-1

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 ([

z 0

1-u: C::::'. LIJ ..J LLJ u u: ..J u: Cr' t-u LLJ ~ PERIOD-SEC. 10 'J l IJ s* i

1 - 1 1 i-- r - -T -- *r 1

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

u I er z 0 f-er Ct::: LlJ _J uJ LJ u er _J er (:' f-u w ll. PERIOD-SEC. 1 'J l Q

r.

I r* 1 i-r--7-.-1-1 ---,- __ T _____ 1 ______ ---.-,--1---i-,-l-r---1--,------1-'1--,-~-,----r---1 ]. so - - I --

~-~

J.00 1--~---+---+--+-+-~-+-++---+--+--+--+-+-+-+--+-+-----+---+--+--+--+-+-+-i-I

0. I 5 1-----+---+--+-+-~-+--+-+----+----+--+--+-+-+-+--+-+-----------1------ __._ ____. ---+-+--~f--I

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
--------....---,-------0--~--~-~-

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.

-r--;--i-1--r-1----r---,--. - - -

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

J. !

2 fi S IOG ~REOUENCY **LP<) Ac eel era tion Spectra for REACI'OR ENCL. ~~~~~~~~~~~~~~~~~~~~~~~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 6 Direction: VERTICAL Elev: 410' ~~~~~ ~~~~~~~~~ ~~~~~~~~~ Damping: 0.005,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-277

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 --------,

3. 0 ------*---------- -

-----r----**--*- --- - *- -* *--* --- --- -------- ------------- ---*- -----*- ----

2. 5 1--------+---+----4--+--'-t-+-r-----t---+----+ --- -~--..-_,_.,.-+------t--+---+---+--...... **- t-,_

2.0 -----

>----i---- -- --*-* ---~----

--r----+-O-+--<-+---- r--- -*-~----- -'--1--* r--

1. 5 1----t----+---lr--+--<1--+-+-+-+-----~- -- ---+--+--t--;f - f----

1. 0 i------+----+--t--+-+--i-+-+-+----4----1-*

0.5 r-----+---+--t--+-+-f-+-+-+---+---+--+-+-+-+-+-~+--*l~-4---t-+-+ o.o.__ __ __.__~ __ J _ __l_LJLl_LJLL __ ~L_~l-.,.,,b::d::~:!:'D

0. I 2

FREOUENC Y-CPS Acceleration Spectra for __ c_o_N_T_R_O_L __ S_T_R_U_C_T_U_R_E ________ ~~------------~ Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIF.S ENVELOPE (WIDENED - 15%) Node: 19 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

u I a: IJ"t z 0 ...... a: er:: ~J _J 14.1 u u a: _J a: ~ 1-u ~J CL. V')

10. '.)

I I I I I I. 50 J. 25 ~--- -- --+-_._ _ _,__ I. 00 0.15

0. 50 0.25 0.00

o. l 2

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

0. I 0 Ill r *i **1 **-r* -*1****_-T*---**-**1 i..,.. r-r* *r*-,--,---,-------p-1.;*-1-*1*-*1-.---,--- -1 I. 50 I. 25 1-----1---f--f--+--4-4-t--t-+----+--*--t---t--t--t-1rt-l------.-~*---1*- -t---t---t-1-+-t 1.00 r

r 0.15 I F '"='= I I V-' 1-f\\ '"""".... 0.50 I " -- \\ ,-~ 0.25 -

--,__ --- _.._ -1 N

H" I ! _i..-~ 0.00 2 ~ r,

I

~ 1 ~ f, !I

0. I I *J 10.!J 100 FREQUENCY-CPS Acceleration Spectra for __

C_O_N_T_R_O_L __ ST_R_U_C_T_U_R_E ____________________________ __ Load Case~ AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~ Elev: 254' Dampin~: o.oos,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS. REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- ~O

u I :r

7.

0 - u: u w 2 c.* - u w c.. J'I P~R!GO-SEC.

10. 'l

. 0 C. I 0.~I I I I I

I I I I I I* I I I I I I! ii I I I J.~s ~~~~~~~,~~~!~~~~~~~~~~~~~------~~- ------* - ~~~~ I I.:>~ l---+---"""'---4-~ll ~! -~~,.---1--+-~---.J_~~ ~~+-+-* I I I 0.15 ~-~~-+-~--l---+~-+_._14-+--~~-+-~'---4---'-~~~+-l-~-M=~=TII--~-'~-~-~~~~ _J I rn L' r

o. i;o t-----+-f--+--+-+--t-j!--+-i----t--+---+--+-+-+-~1~~~1\\H\\1-~~bJ--1J11

~-1--j..__:tH I ~ f~rh

0. JS t----+--_...-+--~-+-+--J-1----1---J--~~--'-l~1 *1-----+-*,,4--J.."'rt',......f'-~~

\\./!! ,l:'ffEQUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE ~~~~~~~~~~~~~~~~~~~~~~~ Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC\\L 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

-r r-rr,,-,--,---,--,
6.-- --*-** -- - ----* -- ~.,_ **--* -
-..--.,.__,~""T--.--------,---:--..--.-....,...,,........,

O.CI I ii II I I I I a- -

1---li---1-4-~f-f--l-f----+--+--+-+--tt-+-+-t-I 2

0 ~--~2 ____._ ____ _ !J. I FREQUENCY-Cr!'> Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL 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.

'J.'l I 'l C. I 0.'ll I I I I

I I I j

I'*'.1* i I I I I I I I

I I I I I I 2 * :> t----'f--"f---t--t--t-t-t-:-t-1 ----t---t--t--t-'!-t--t-H---t-~-1"4--+--+--+-+-t-+-I I !.~ t----~~--+--+--+--t-+-+~----~t---t---+--t-~1---+-++---..--tHt--+-+-+-+-+-HH I r1 I r-n I. 0 I I N 0 *., j \\ ~ '\\ l~ l\\ ~ ~:::;;;;~ I T ~.!)

- --:-~*

I

0. t

( 5 "'j I.~ 2 5 10.~ 2

j IOO FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE

-~---------------------~------~~--- Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL 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 ----------------------- --- ------- -------------- _____ ------------ ______________ ----~------

1..? 5 1-------+--+---+-+-+-+--+-+----+---+----+----+----+--+---+-+--+----- ------- ---- -

-- ~--+-+-li-1 ~ J.00 t-----+---+---t--+--+---+-+--+-+----+---+----+-----+---+---+--+-+--+-----+--+--+---1---+-+-+-+--I z 0 1-er 0:::: LU _J LU u u er _J Q_ tr 1-u LU Q.. 111 0.75 1----+----+---t--+--+---+--+--+-1------1------ -

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

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

,-~ r-~

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

~--- -- *- -------1---ll-----+----l--+-*-+--1-+--+-----+---+---+-H-+---+-+1--+--+-I

0. I 2

6 (3 l 0 2 6 !3 I 0. 0 2 6 8 100 FREOUENCY-CP<; Acceleration Spectra for REACTOR ENCL. _ ~~~---~~~---~~~~~~~~~~- Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 154 Direction: VERTICAL Elev: 177'-0 ~~~~~ ~~~~~~~~~ Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-*286

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

2. 5 1-----+----+---+----I--+-*- >--- --~ ------+---+--t---+---+--+-li--+-t-----+---1--+----+-----+--t-+-t (J')

2. 0 -------- ----

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

--*--+--------.----+---+----+--+--+-~>--* z a 1-- cr c:.:: w ~ u cr _J a: er t-u w CL (J') 2 5 8 I 0 2 5 [l

10. 0 2

6 8 100 FRfOUENCY--CP'i Acceleration Spectra for REACTOR ENCL. ~~~~~~~~~~~~~~~~~~ Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 108 Direction: VERTICAL Elev: 217'-0 ~~~~~ ~~~~~~~~- Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-290

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

~--1'11 I I I I V"l 1.00 r----r---t--t-+-r-t-+-++----t--+--+-+-+--+-+++-----+---+--+--+-4-~-!-I z D _J a: CY u w c... V)

0. 7 5 1----+---+--'---+--+--l-~-+-4-----..+--___j----+---+--+--+ --+--<--+------>-*----+--~4--+--+--4-.+--I 0.50 ~---+----l----~--T--t-t-t-+-t----+--+--+-+-+-+--+-+-+-----4----*-+--f--+--~--l--~I

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

]. !

0.~I

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

-- *i* **** -*1--***-*--i-'"i 1 -r*-,----.*--,

I I!) r, ,**r j"l""j*** 1 J c 2.!. ----t---il--f-- r... --*-*-* ["".... ---*... **-*-------------r -- i--- --9-.....-..- ... J ~-*-*----!**-* -* -- I I I __ _: __ *-f- ----*--- __ _!. ___,___ __............ _,__ __ i i =--T. I i l i I. 'j 1-------+--~-1--..-+~-t------l---*-+-.....--+---1---1-- ~ II I

,....--i-!TJ "j

I I I j I I i. t.O t----....._-*-41**-"-t-~----- ---.--.., A---+ i i I I i I I I I I ,.. r oJ.' i--*-- -- i...---- ~- *--* **--. --.. -.... --*-*-----: - ~ ..i_ -** ~ \\ I ! I j --~*- 1-!-t~*

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-~*

. I -l I I I. s '------t--+---+-+--+-r++-t------4,fo---++-----i i-+-+-t--111.---+',~~ It-_.._l-+--+l_..,_+-1-+-4 I I I I i I r/~ ! I .. 0 ~-"t-___,_T-t-'it-t--t-t,-t----t-' --t-~I. -+--!-it -+-H--al-~-\\*--+-1 -J-+-1 -+-++r

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: Difference between revisions

Latest revision as of 03:43, 16 March 2025

Text

Navigation menu

@@ Line 16: / Line 16: @@
 =Text=
-{{#Wiki_filter:}}
+{{#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
+.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
+.77 8
+I 78.53 I
+: o. 71 9
+I
+: 82. 70 I
+.59 10 I
+.42 I
+-0.00007 11 I
+.84 I
+-0.31 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (VERTICAL LOCAL FLOOR MODEL AT EL. 269'*0")
+FIGURE 3A-164
+MODE No. 1 FREQUENCY= 14.20 Hz PARTICIPATION FACTOR= -4.04 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'*0")
+FIGURE 3A-165
+MODE No. 2 FREQUENCY= 24.75 Hz PARTICIPATION FACTOR= 1.59 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'*0")
+FIGURE 3A-166
+MODE No. 4 FREQUENCY= 47.39 Hz PARTICIPATION FACTOR= -1.04 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")
+FIGURE 3A-167
+MODE No. 7 FREQUENCY= 73.01 Hz PARTICIPATION FACTOR= 1.77 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")
+FIGURE 3A-168
+L.l I er 111 z
+~
+t-a:
+a::::
+Li..J
+...J Li..J l.J l.J a:
+...J a:
+Ct' t-l.J Li..J a..
+If)
+PERIOD-SEC.
+: 10. 'l I 0 0 I I.SO 1
+~-
+~
+-~
+r-1 1 -.~
+r-,.--r-r-.-..-~~~.-~.-~-:---,.-~,-,-.,--~~__,..~_...~~~'--.--.-~.
+I 1 I I
+I I
+I I
+I I I I I
+I I
+I 0 01 I
+: 1. 25 I. 00 0.75 a.so 0.25 1--~~-t-~-t-~t--+-+-+-+-+-+-~~~+--~+--l--+--+--+-+-+--+-~~-+~--+~-+--+--+-+-+-H 0.00 D. I 2
+g
+0 2
+8
+: 10. 0 2
+i:-REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+8
+Node:
+Direction:
+N-S HORIZ Elev:
+'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-169
+Ll I er
+\\j")
+z a -
+I-er CZ::
+w
+_J w
+w w a:
+_J a:
+(r' I-w lJ.J CJ..
+If)
+PERIOD-SEC.
+I 0 G I
+fJ 1-r-1-r-11-, ---,---*-1 ---..'..Ti. r-*i. T-1*- r -*-r-1 --..---,---G-,~!
+I -i -,.,--, -,~-, -~
+----,-,---0
+*1'} I
+: l. 50 ------- *------- --*--**-
+-----~--
+I. 00 0.75 0.50
+: 0. l 2
+5
+I 0. 0 2
+B
+I 00 l="REQUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node: ~~-2--~- Direction:
+N-S HORIZ Elev:
+'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE '3A-170
+L)
+I er
+(/"I z
+D l-a:
+Q::
+w
+_J w
+LJ LJ a:
+...J a:
+er 1-LJ w
+Q..
+I/)
+PERIOD-SEC.
+0 l Q
+~
+I a r:; !
+l'l'T---, I
+-----,----1 11""1-r-1 -r--i
+--,------1~ 1 '
+1
+.50-
+: 1. 00
+-- -*-- -- -+-----+* --- -
+--~-+-1-+-t-----+----+--t--+-~--+-~I a.so r----+---+--t--+-+-+-+-+-t----+--+--+-+-+-+-++-+-----+---+--+--i---+-+-+-+-1
+: 0. 00 --------
+*~--~~i.l~---:'j-- 0. I I 0 2
+6
+100 FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE.3A-171
+L)
+I a:
+(J) z 0
+-ct a::::
+J
+_J 4J u
+u ct
+_J ct er t-u 4J CL (J)
+PERIOD-SEC.
+l 0 ')
+fj 0 GI I
+I I I
+I I
+I I
+I I -,- -T I
+I I
+I l
+: l. 50
+-------,.--~--~------
+---,---,-------..----~--~-~~----------------..----.,----,.-~
+: 1. 00
+--~----4--- --~--
+--~ - _._ _____ +---+---+---+--+-t-+-++-----+---+-+--i---+---t-+-1--1 0.75 1----+---+--r-t--t-t-+-++---+--+--+-+-+-+-+-++----+---+--+--+--+-+-1-~
+: 0. I 2
+8
+: 1. 0 2
+8
+: 10. 0 2
+f3 JOO F"REOUENC Y -CPS Acceleration Spectra for
+:REACTOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-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
+L.J I er Vl z
+-
+t-er u::
+w
+_J w
+LJ LJ er
+_J er er-t-
+LJ w
+CL I.fl PERIOD-SEC.
+*.J l
+-11-r-1---,--1 ---i----**-1 * --- --,,--,-* -,-i--,-- ** 1**** -**- r* -* --- -*--11-1--r*-1--r--T--i-----,-------**1 I. SO ----------- ~---- --*-- ~-
+---~--
+I. 25 1----+----+--t---+-+--+-+-+-+-----+---+----+--~--+--+-+-+--+-----+----+--t---+-+-t--+-+-1 I. 00 0.75 0.50 0.25 1~---t----r-t---+-+-t-t-+1----+---+----+--+--+--+-+-+--+----+--4--+---+-~+-+-+-i 0 I 2
+I 0 2
+!3 10.0 2
+[j 100
+~REOUE.NCY-CP',
+Acceleration Spectra for REAC'fOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*173
+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.
+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
+: 0. I 2
+6
+1 0 2
+8
+: 10. 0 2
+6
+B 100 FREOUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE.GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-174
+u I er
+"' z 0 -
+I-er Ct::
+w
+_J w
+u u a:
+_J er Ct' I-u w CL IJ)
+PERIOD-SEC.
+I. 00 --*
+.75 a.so 0.25 1~~~-t-~-r-~t--+-+-t-+-+-t-~~~+-~-+--+--+-+-+-+-+-+--~~-+~--+~-+---+--+--+-+-+-l
+~~
+o.oo L_~~l~l~LLLJlll~~~L~LJJJ~~~~===!~~=~---~~J+/-JJ
+: 0. I 2
+5
+I 0 2
+5
+I 0. 0 2
+u
+I 00
+~REOUENCY-CP'i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTIJRE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-175
+L)
+I a:
+(fl z
+-
+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?
+~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
+&#xa3;l I 0 2
+6
+: 10. 0 2
+8
+l='REQUENCY-CPS Acceleration Spectra for REACI'ORENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+R-S HORIZ Elev:
+'-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
+u I
+er
+(.['I
+.z 0 -
+I-er c.:::
+w
+_J w
+LJ LJ er
+_J er CY I-LJ w
+CL I./)
+PERIOD-SEC.
+'J 11 -1 T-- I
+-- r- --
+1 11--,--, -i--r-1--- --- r - - - - -
+--~ -,-T-,- 1-1----r --,-
+I. so ------------------- T--i-------------- -------- *--*-i _____________________ [ ________ ----------
+I. 00 0.7S a.so
+: 0. 2 s 1----4-----+----+---l---+---l-_.__.._-~---l-------+----J--<--+*--+-+--+-+-----+---+---+--+--+--~-+-I
+: o. 1 2
+r-;
+I 0 2
+G
+!3 I 00 i=-REOUENC Y -Cl'',
+Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-1n
+L)
+I er l/1 z
+-
+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 ** -
+-j-I j f
+j -, - j T
+j -----T- -------/Tll--1-,-j_T ___ 1-i I. 50 r--------,.--,-------- ----.------------------
+*-----~-------- --1 I
+). 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 -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-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
+Ll I cr I/)
+z 0
+~
+I-a:
+a:::
+LLJ
+__J LLJ u
+u a:
+__J a:
+er-I-u w CL I/)
+PERIOD-SEC.
+I 0
+'~
+I ')
+0 I
+,~--i--r-1--,----,----~-1-T-i---,-i ------,------TIJ,-/--,--T--,----1----,
+I.SO~------- ---------r
+---~
+I. 00 0.7S a.so l'"REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+N-S HORIZ Elev:
+'-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-179
+u I
+er PERIOD-SEC.
+j,--j-T - j---i-- -I
+--r-----,-----'i'J-,--l---r-j*---,------j1*-~jT-j--I ---i-----1
+: 1. so - - ---- ---
+- ----r - - --- ----r----
+. --- *-*- ----*--,-..----------,......---.... ---------~- -
+Vl 1. 0 0 --->- -
+--~- -- -+--+---+---+--+--1--------+----t---i-~f---+--+-t-+----+---+-----+---+--l--+--+--+-l z
+l-a:
+cc:
+w
+_J w
+LJ LJ a:
+_J a:
+er t-u w CL If)
+Q.50 t------+---!--t--+-+-t-+--+-+-----+-------+--+--+---+-+--+-+-------4--4--+---+--+-...__--+-I 0.25 1----t---+--t--+---t-t--+--+--r-----t---+----+--+-+-t-+-+-+----+-~--+--+--+-+-+--+-i 0.00
+: 0. I 2
+'3 I 0 2
+/ *\\ s a Io - o1 FREOUENC Y-CPS
+,, f 1
+I 6
+g I 00
+(
+i I
+Acceleration Spectra for REACTORENCL., cbNTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node: ~~1_2~~ Direction:
+N-S HORIZ Elev:
+'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-180
+u I er z
+D.....
+I-c.r CZ:::
+LIJ
+.....J Ll.J LJ u er
+.....J er CY I-u w
+CL.
+VI PER I CD -SEC.
+IC G I a C !
+Q Cl
+.~.~.
+-.--.~~-.
+~.---~~,
+~~~.--,-r--,~~.
+-.-,~-1~-.-,~~~-,-r--,-,.--,--.-,~l~~,~--r,~~__;_,
+). 00 0.75 0.50 Ar-.....,
+J?b
+'--l u=H. IQ,,
+I:=:~
+o.oo L~~-2L~L111lUL~~J_J __ LlLUJJ~~~~~I~~JJ1:rJ
+: 0. I
+'I r,
+'3 I 0 2
+'I r,
+'3 I 0. Q 2
+~
+r, B
+I 00 FREQUENCY-CPS
+.Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDFNED -
+%)
+Node:
+Direction:
+E-W HO~IZ Flev:
+'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-181
+L)
+I er z
+I-u:
+u::
+w
+....J uJ w
+u u::
+....J a:
+Ct" I-u w Cl..
+V'l P!::R ! OD -'.JEC.
+c I 0 0 1
+!J. C?
+I
+I
+I
+I
+I. 00 0.75 0.50 0.25 r-~~-t-~-t-~t--+-t-i-t-++~~~+-~-+--+--+-+-+-+4+-~~--+~--l~~-+.-
+-+-..i-+-+-I
+'r-l 2
+r,
+'J
+: 10. c 2
+8
+FREQUENCY-CPS Acee lera ti on spectra for __
+R_E_A_cr_o_R_E_N_C_L_. &#xa3;-' _c_o_N_T_R_O_L_S_T_R_U_,C_T_U_R_E __
+Load Case:
+KWU SRV ASYMMETRIC ENVELOl>F. ft.rT"FNED -
+%)
+Node:
+Direction:
+E-W HORIZ Elev:
+'-0 na~ping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-182
+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
+: l. so
+: l. 25 1-----+---+--+----+-+*-+-+-+--t------+----+-- +--+-+-+--t--t-+-------4----l--+--+---+--~~
+]. 00 0.75 0.50 0.25 0.00
+~--.
+Jr--,
+,t===:-...
+,;::::=~
+l L ___ L_LllllUL __ J __ J!!!!!!!LlLU~~~=~::='.I~~LJj~1~~~j a.1 2
+'i
+'l I 0 2
+'i
+'l 10 0 2
+!i 9
+FREOLJENCY-crr)
+Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+E-W HORIZ Elev:
+'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*183
+u I
+cr:
+.. 11 z
+D er:
+CE:
+uJ
+_J IJ.J u u a:
+_J er:
+CY u
+LLJ CL iJ')
+Prn!co-~Ec.
+!C'.:.:
+IC c'1
+~.C1 1--r"'.1-,-,l--,---:-l~~.~--:-,~~~-r-,.--,-r~,-.-,~~,~-r-,~~-,-.--.,~.-,~.~,~~,~--.,~~__;_,,
+I.SO,.-~~--,~--,~-.-~-r---.---r~~~~~-.--~--.-~-.---.-~~~-,-~~___,.--___,,__~~
+I. 25 I. 00 0.75 0.50 I')
+'3 1 0 2
+Ii
+'3
+: 10. G 2
+L~_JLJL_lllUJJ~~~l __ ijJJlU~~~:f
+:==!~b~,..-~-~~
+: 0. 00 2
+: a. 1 6
+100 FR EO U ENC 'I' - C P 'i Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDFNED -
+%)
+Node:
+Direction:
+E-W HO~IZ Flev:
+'-0 Dampin~: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-184
+u I er
+~--.
+z D
+~~
+I-er c.::
+uJ
+_J uJ u u er:
+_J er:
+Cl"'
+-,
+u UJ CL U'l P!::R!CfJ-'.JEC.
+lC G I C C. !
+n "'
+i I
+I I
+I I
+I I
+I I
+I I
+I I
+I I
+I I
+I I
+I I
+I I
+]. 5 0,----.,..----,..---...-..,----.,--,.-.----.-------.---.,..---.---.,..---.--- -
+---~---~----- ------
+J.25 1-------+---+--t----r---t--t-+-+-+-------+---+---+--+--t--+--+-t--+-----+---+--+--+--t-+-+-+-f
+]. 00 0.75 0.50
+: 0. 25 f-----+---+--~+-+--4-+--+-+----------l~---------+---+-+-+--+-----+---- -* --+-~-+-+--+--1-1 0.00
+.EB.
+L~J__lJ_lJ11JU_~_l___.L..LLUU1~~~~~~ ~~
+: 0. I 2
+~
+r;
+'3 I 0 2
+~
+r;
+'3 I 0. 0 2
+~
+B
+I 00 FREOUENC Y -LPri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDFNED -
+%)
+Node:
+Direction:
+E-W HO~IZ Flev:
+'-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
+u I er z
+D I-er c.:::
+w
+.....J w
+LJ LJ a:
+.....J er Ck' I-(.J w
+CL iJ')
+PER I OfJ -SEC.
+G I 0 C. l
+() "'
+J. so'.--
+'1 _._, -.---'-' --*~-' ~-~-*
+-*-_,--'-.-'i---:--.-,-,r-:----.----~-,---.,.--1..---...-~1
+). 2S
+). 00 0.7S a.so
+: 0. 2 S r-----t-----t--i--+-+--+--l-+-+----4----+--+.---+-4--4---1-i--i-----------+------4--___._---- ~~I 2
+8
+Jr=.~
+o.oo L __ l_l_LlUlll __ ~L~1JJJ1Ll~~~~~5=~~
+...... ~d:::b:b:U~
+: 0. I 2
+~
+f.i 5
+I 0 2
+~
+'1 5
+: 10. 0 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+E-W HORIZ Elev:
+'-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.
+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. !)
+fi B
+FR EO U ENC Y - C P ri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURF.
+Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+E-W HORIZ Elev:
+'-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
+.....
+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 -
+.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 -
+%)
+Node:
+Direction:
+E-W HO~IZ Flev:
+'-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.
+.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 -
+%)
+Node:
+Direction:
+E-W HO~T7.
+~lev:
+'-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
+-
+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
+B
+FREOUENC Y-CP~J Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+E-W HORIZ Elev:
+'-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
+-
+u::
+Ck::
+UJ
+...J UJ 0.75 w
+u a:
+...J u::
+Ct' u
+UJ CL.
+.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
+FREOUENCY-CP'i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+E-W HORIZ Elev:
+'-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
+-
+t-c.r c.:::
+l.JJ
+_J w
+u u c.c
+_J u:
+Ct' t-u w
+CL..
+V'I PER !OD <.iEC.
+~
+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
+FREOUENC'f-CP'J Acceleration S.pec tra for REACTOR ENCL.*, CONTROL STRUCTURE Load Case:
+KWU SRV ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+E-W HORIZ Elev:
+'-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.
+.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
+fi 6
+I. 0 2
+Fi 8
+: 10. 0 2
+8
+FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~---------------~~-
+Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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 -'.&deg;.JEC.
+JOG I 0
+: 0. l G.GJ i~!-lr-r-'~,--,.,-,-~,--,--~~,~,~~
+~,-.--,,-~,.--,
+---~,.----,~,~l~!~i-,--
+~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 -
+%)
+Node:
+Direction:
+VERTIC\\L Elev:
+' 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-..-
+: 1. -J,.---,.--1--_:_-r-T"'I,
+*~I ~,~I ~~,-~! --
+O!
+: 1. OG G 75
+: 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
+Fi g
+: l. 0 2
+Fi 8
+l 0. 0 2
+fi 8
+FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+--~~--~~--~~~--~------~--
+Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+' 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.
+: 0. 0 I C Q C!
+l~T-T-1-.--~,
+----,--i""'"I-.,..-
+I I
+I I
+rJo
+... *-*---- *--.......---- ----~~-~
+: t. H I. GC G 1:.,
+: 0. r,o
+: 0. I 2
+fl g
+I 0. Cl 2
+Ii g
+I 00 F R EQ U E NC Y - L P '.&deg;>
+Acceleration Spectra for ~REA~-CTO~~R_E_N_C~L-*~~~~~~~~~~~~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+-
+t-er:
+:::
+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!
+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
+fi 6
+FREQUENC Y--CPS Acceleration Spectra for REACTOR ENCL.
+-------~---~--~----
+Lo a rl Case:
+K~m SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
+' 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.
+C I 0 0 l
+'.J 01 j 1 I
+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
+r;
+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 -
+%)
+Node:
+Direction:
+VERTIC\\L F.lev:
+' 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
+......
+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
+6
+B JOO FREQUENCY --lP~i Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~~~~--~~~-
+Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node: __
+_4 __ Direction:
+VF.R'fICAL Elev:
+' 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
+-
+I-CI CJ'.'.
+w
+_J w
+u u a:
+_J a:
+Lr' I-u w Cl_
+(fJ
+! u _,
+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
+g
+: 1. 0 2
+g
+: 10. 0 2
+8
+FREOUENC Y-*CPS Acceleration Spectra for REACI'OR ENCL.
+~~~~~~~~~~~~~~~~--~~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+Cl
+--,~I
+~
+~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
+100 FREQUENCY-CPS Acceleration Spectra for REACI'OR ENCL.
+Lo ad Case:
+KWU SRV AXISYMMETRIC F.NVELOPE (WJDF.NED -
+%)
+Node:
+Direction:
+VF.RTIC~L EJev:
+' 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
+: o. r,o O.GG 1 -r*-~--,-,--- -,--------,- i,---i ** r-~---, --,--
+---~---,**------.--,---.--------*--- *-----,.--~-~------ -----*-- ---~-~-~~~
+: 0. I
+~--
+5
+!)
+I. 0 2
+!3 I 0. 0 2
+6
+!DO FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~~~----~~~~~~~~~~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC\\L Elev:
+' 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
+-
+t-CT er::
+w
+...J w
+LJ LJ er
+_ _J er cc I-LJ w
+CL.
+.11 l(J
+(_)
+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
+;?=~~ J/ -'\\.
+~
+.,_~L_Ll_
+: 0. OG 1---~-_L
+__.!___L_~LJ_L.LL __
+~J_-~~~~.
+: 0. I 2
+oi "i
+G I 0 2
+&deg;"
+S
+: 10. O 2
+8
+FREQUENCY-CPS Ac eel era ti on Spectra for REACTOR ENCL.
+---------------~--~~--~~--------
+Lo a rl Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+l-a:
+er::
+w
+_ _J UJ LJ L.l a:
+_ _J er Cr' 1-u w CL r.n
+:. J
+'J
+~
+( j
+{) ' l
+'J J ?
+, -r111 1
+--,----T--- --------,-i----,l-,--1--:--,-*-----,----------1"Ti~'---~---r--1 1 rJo -*------*--- ----------
+: l. H
+: 0. r,G 1----r---t--t----t-t-+--+-+-+----+--+-----+-+-+--+--+-+4----+----l--~--t.---4--..i--!.-'-J 0.GG
+: 0. I 2
+S
+I 0 2
+g
+I 0. 0 2
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+-----T----*--7~~--1----r----i------I
+: 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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+: l. 'JC ------ - ---- --- -
+~--
+I ir
+: l. OG
+*) -,s f.1 r,c
+: 0. l 2
+s g
+I. 0 2
+G
+I 0. 0 2
+8
+FREOUENC '(--CPS Acceleration Spectra for ___
+R_E_A_cr __
+o_R_E_N_C_L_. _______________________ _
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+* j !
+I l I
+I I
+I I
+--,-----,,.-,-*~1-*-1--r-----i----1
+-------*-----~--~.--------
+------,-----------~------r--*-~-
+ic
+!J. JS
+~---+----+--t---+--!--+-+--t-ir-----t----+--+---t---+-+-+-t--1C----+-----+-+--+--+-+-+-+-I o.co
+: 0. I 2
+G
+I 0 2
+'i G
+I 0 0 2
+6
+100 FREOUENCY-lPc)
+Acceleration Spectra for REACTOR ENCL.
+~~-~~~~~-~~~~~~~-~~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~
+Elev:
+' Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-207
+LJ I a vi z
+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---- --- ---- ---------------
+: 0. r,o !----+----+-----+--*- --+-+---t-+-+-------*~--+--+---+-~-+--+-+----+---+---+---+--+-+-~
+------+---+---+---+-+--+-+--~~-----~----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
+S
+G I 0 2
+S
+'3
+!O.O 0 I 2
+g
+FREQUENCY-CPS Acceleration Spectra for ~-R_E_A_cr o_R_E_N_C_L_.~----~---------------
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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. "!(
+.0::;
+GG
+: 0. 1
+'J i
+J
+----*---~--------*-
+Ir'-'-
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-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
+[)
+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--+~-~_._J_ _____ ---4,---+--+----+--+-+-+---+-4----+--~--1.---1~--L--l..-J-l I
+-; ::. 1----------+-~--l------+---l--_J__- ~ - ___ J~--+----+---+----+-*f--+-~--- --+------+--1---..__._.~~j I I i
+---
+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:
+----'---L--'--_
+_i__.!__l_
+: 0. 1
+'-I fj
+'3 I 0 2
+'-I
+(.)
+IO_ 0 2
+l.j 6
+100 F RED U ENC 'r' -- (_ P S Acceleration Spectra for REACTORENCL.
+Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (\\HDENED -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+' 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....
+(/)
+. OCi 1----+----t-+--+--+-+--+--+-----+------+---+--+--+----+--+-+4----+----+-4--+---4-+-+-+-1 C IS
+~---+----+--~+-+-+-+-+-+----+--+--+--+-+-+-+-++----+----+-+--+--+-+-+-+-I
+/,_M 0. r, 0 1----+----t-+--+--+-+--+--+-----+------+---+--+--+--+if--+-+-M----+----+-4--+---+--+-+-+-1
+;~'Fj
+~~,___.
+(1. c G [)'-. -t ___
+!___.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 -
+%)
+Node:
+Direction:
+VF.RTIC~
+EJev:
+' 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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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)
+:o G 1 (l 0
+~
+'.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
+f1 B
+I 0. CJ 2
+f1 B
+I 00 Acceleration Spectra for REACTOR ENCL.
+Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+~
+~~LLJ.lllJ c cc L __ _j_ _ _J__l__L_LlJ_l_L_~.J_-d~~'.'!::llJJ_L __ _J_ _ _J _ _LIIDIJ Fi B
+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 -
+%)
+Node:
+Direction:
+VERTIC~L EJev:
+' 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
+LJ I a:
+lf' z
+~~
+t--a:
+:::::
+w l..LJ u
+LJ a:
+__J a:
+c.r*
+t--
+LJ UJ (L
+I.Fl l f; t ~
+')
+'j l
+'J
+'J :
+,---1,----1-,--1--r-----1----------r1r1 -,---1---,--1----,------ -----i-ri--r--,---i--- T----r-----1
+: 1. rjo
+--* ------ ---------*--- --*-*--*- ----..- ----~----------------...---...-- -----
+l H
+: 1. OG c *1s
+: 0. r,c 0.GG 0 l 2
+'3 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~-~~~~~~~~~~~~~~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+*-er Cc:
+w
+..J uJ LJ u
+CI
+_ _j cr Cc' *-
+u uJ LI....
+IJl
+~ lJ
+)
+I.,
+: 1. so
+-----****~-------------*-----...----------,------~ ---
+)r 1------+-----*- ---- --- -. -
+,__ -r------t----t---t-r---r--+--t--+-+------+---+----l-+--t--+-+--+-1 1. OCi r----;-----t---t---t--t-+-t-+-t-----+---t----+--+----+-~--+--+-----+-----4--+--+---+-~-+--l c Is
+~------- -*- - ---
+---~- -
+---~-----~---j--*--T---t--+--+---+-;r--+----+----+--+--+---+--l--+-4-I 0' '* 0 1------r---r---r--r--r--r-t--r-r-----;----r--t---t--t-+-t-+-+------+--+-+---+--+-~--+-1
+'--\\
+I n
+v -
+G *ir
+--*----- --1------- --- i.----t--t--t---r-----t--t---t---+-+IHtt-+-+-iM-fl--------l~--t---+--+---+--+-+-+-1 If I
+I d
+'~ I
+\\,
+I bJ
+~
+~
+i
+~---
+..j s
+JOO 2
+ii 6
+B FREOUENCY-CP'l Acceleration Spectra for __ R_E_A_cr
+__ o __
+R_E_N_C_L_*~------------------~~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Elev:
+' 100 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-216
+L)
+I rr IJl z
+er CL w
+_J U..1 LJ LJ a:
+I,'. '\\ ! 'J iJ
+_ ~ l J
+Jl 1 *ri-1 -1*--, -,-- -r- ---
+I
+rJr.
+__________ l________
+\\
+H t-----+---+-~--f--+---+-+-Mi----+----4--+-~-+ -+__,__-----'------+-----+-~---+-4--4-+-I
+! c:::
+I--._......~. _____
+,__-----<>------+--~-
+t.---
+----*----------~-----
+-~---+---+---............. -1 f-----+- ___ __.______.....____, ___ ---- --f--- -~ ----------t----+-----+-~~--+-+-+------ -
+-----+----+.--->_..._,
+c r,o ------ ____ _,_ ___ __.__ _
+__... __ -+--*--+---+---*--------- ---- --- __ __L ____ J._ __..,......,,.,_,.._,.____
+-------i--+--+-~~
+F R EO U E N C Y
+* C P ',
+Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~~~~~~~~~
+Load Case:
+KWU SRV AXISYMM~TRIC ENVELOPE (WIDENED -
+%)
+Node: __
+_2_~- Direction:
+VERTICAL Elev:
+' 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
+*1r G.CG
+: 0. I
+---~r----------~---~~~-~--------~-- ---~----... -
+I 2
+:3 I 0 o.j 5
+IO. 0 2
+8
+FREOUENC Y--CPS Acceleration Spectra for __ REA
+___ cro
+___ R
+__ E_N_C_L_. ______________________ ~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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
+----~,*-I
+~,-1~,-I
+~,--1 I
+! ',G *---**- ----
+**---~--- *--r----------~---*-- -*-*- -- --*------* - - *--*--**----- --- *-- ------r l
+*[
+I CC 1----+----+--+--+--~--+-+-+-----+----+---+---+--+--+--+-+---+-----+----i----+----+--+--+--+--+-1 G., S 1-----+-----+----1-- ~- t-- -*+-+-+-----+----+---+---+--+--+--+-+---+-----+---l----+---+--+--+--+--+-1
+: 0. r, G *-----+---+--~+--~--+-+-1----+----+-----1--4--+----+-+--+--+-----4----+---+---+--+-+--1-~
+G
+~S
+~---~--- ____ __.._ ____ __.__._..._...
+I
+~h\\ I l;=-=~ }/---~~~=---'
+I
+-~~
+l
+-=~-~
+: 0. CG l ___
+__L _
+_L_.L_...L_L.J__L.L!... ___
+.J...._~~~::.........J..__L...Ll..i._ __
+__i_ _
+__..l _
+__!__L_L_.L..l_J_J 2
+5
+!3 I 0 2
+5
+'3 I 0. 0 2
+6
+B I 00
+: 0. I H<fGUt Nt.: Y - lP";
+Acceleration Spectra for _REA
+__ CTO
+__ R_E_N_C_L_*~~~--------
+Load Case:
+KWU SRV AXISYMt-fF.TRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC\\L Elev:
+' 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.
+.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
+.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-~
+-----lilll 0.0 L-~~_._~L--'--1--1-.L...L....L..L~~---.____. __
+..t==:::..~-1~1-J-..~~-L~-L.---JL__L.._.l-1....J....LJ D. I 2
+II fi 0
+: l. D 2
+II 6
+B IO. O 2
+6
+I DD fREOUENCY-Cl'S Acceleration Spectra for CONTROL STRUCTURE
+~~~~~~~~~~~~~~~~~~~~~~~-
+Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+: VERTICAT, Elev:
+'
+~~~~~
+~~--~--~--~-
+---~----~~~~--
+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
+: 0. *15 *---- ----+-+---1---t---il-+-+-t-----* --- --- _,___,_ ---t-t--+--11*--
+: o. c;o 1-----t---* --t--t--+--t--t-++----t----t--1-1f--t-+--+-1-1--.1(--J111==n-:\\"--t--1i--1---t- -,_._
+f,
+100 Acceleration Spectra for CONTROL STRUCTURE
+--~---~-------~---~------
+Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Damping: o.oos,0.01,0.02,0.03,0.os Elev:
+' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-221
+u I
+I.(
+: 7.
+-~
+>--a l&J
+...J w
+LI l.J
+: u.
+..J u
+-l.J l&J
+~
+'1l
+!-'.!.. 1\\1 UQ *~EC.
+IU 'j I 'l r, I O 01 1-r.. j--ri--r--i - *r----1------,-.--1-1-r-1--...--
+---,
+-1_.,--,r:.-,,,..--..,-1--.,---.1-----1
+: l. c;o,-------*-- *----- ----r------------ *--****-----~---
+!. :.!5._ ___ * ---+---1--+-t--+-+--t--+-----1---+-*-+--+-*l--l~-~---+----.J--l--1-~-r-t--t-t
+!. ~o I
+-0.75 r--
+I r;n 0.'iO
+._ - ~~
+..!5 *--- ----+--f---1--
+__.._ -*1-t--\\-* -i=~- --
+~//,
+~-
+\\: =
+~
+- -~
+0
+~ l\\l IJllt' rff Y -C"S Acceleration Spectra for CONTROL STRUCTURE Lo ad Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+'
+----~
+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
+u I <<
+: 7.
+P~R ! OD**SH.
+')
+I. 0 0 I I I I I
+I I
+I c :11
+! I i.t l I
+I I! I I
+I I
+I
+!. 4!5 t-----+--+---t--il-f--f-H-J----*-1-*-- --- _.__ -..._ -._ -----+----t -- --*._..._ -,_,_
+: 0. IS
+--~I.-
+D-~
+'-N 0.'10
+=-~
+f
+\\
+I\\_
+~
+~
+.25
+'--'-- ~J
+~
+\\.
+I
+.__ - J t:::-::=:-
+'./
+!>.:JO
+~
+~.'
+r;
+'j s '
+l i; '
+.0 100 Acceleration Spectra for CONTROL STRUCTURE
+-----------------------~
+Load Case:
+KWU SRV AXISYMM'ETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Damping: 0.005,o.01,0.02,0.03,0.05 Elev:
+'-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:
+::
+...J u u a:
+...J a:
+er u
+en PER I OD-SEC.
+.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-.__:
+.0 r-'
+: 1. s
+'\\
+I. 0 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE
+~------------------------------~--~--------~
+Load Case:
+KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+'
+~--------
+~--~----------~
+~--~------~----~
+Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-224
+u I a:
+.z 0
+er u _,
+w
+~
+~
+~
+*~
+P~RIOO-'.>EC.
+I)
+I I)
+: 0. I 0 'll I I I
+I I
+I I
+I I
+I I I I I
+I I
+I I
+I I I *'.I I
+I I
+I I
+J. !l I I
+i I
+I I I I
+I I
+I I
+I I
+I ul i
+I 11 I.
+I I
+I 1 I I
+I I
+I I
+: 2. !J I i
+I I
+I
+-1 I
+_l I I I
+I I. t; I
+I I
+I 11 I
+I I
+I I
+I I
+I
+=~
+I I
+: i. 0 I
+I I
+I \\
+v-\\
+.5
+~
+\\.... 1
+~.~~
+I
+!J.O I
+I~ I
+~-I 2
+~
+s
+'3 I
+I\\
+~
+r; 2
+~
+5
+.'l 100
+* ~REOUENCl'-*CPS Acceleration Spectra for CONTROL STRUCTURE
+~--~~~~--~~--~--~--~----~~~~-
+Lo ad Case:
+KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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 CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A*225
+u I a:
+"' z 0
+l-a:
+Ill:
+...J u u a:
+...J a:
+CY.
+t-u Pl R JOO** '.:ifC.
+.0 I. 0 0.1
+: 0. 01 I I I I I I
+I I
+I I I I I I I
+I I
+I I I I I I I I
+I I
+i l.O
+-~
+.0 t-------t---+--+--+-+-+-+-H------~-~l--4--1-~~-1-1----11~-44\\~-J.---1--~~-U~
+I\\
+.5 t------+---+---t--+--+-+-+-++------1----1---+-..+-+-1-l-J.4-1-J~l---1---l,~+--1--~l-'-+-U
+~==~II
+\\.... ~~=;.... ~ -
+t:-===-
+.0 '--------~2-----L--:~~~l-L.-:1-L~----~2~......l"--o:t=~-l.,..ol:.....L.....L.LL.1-. ____.J_ __.J__L_L_L.LJ._J_J 0
+* I 6
+I. 0
+~
+D I 0. 0 2
+~
+D I 00 fREOUEttC~-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case:
+KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Di rec ti on:
+VERTICAL Elev:
+*'
+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
+L.)
+I u:
+z 0 __,
+t-a:
+a:::
+w
+_J LLJ LJ LJ a:
+_J a:
+Cr' t-u w 10 'J I
+I I
+I I
+I I
+I 2.0
+: 1. 5 P':_R!OD SEC.
+: t. G 0 Sl I
+I I
+I I
+I I
+I I
+I
+~
+J.a l--~~-+-~-+--+--1-+-+--+-+-+-~~-+~-+~+-~~-+-~~~~r--~r---t--ttt-i::;:::t=t-W-I
+(
+\\
+J l)
+~
+~
+~
+5
+: 1. 0 2
+~
+'3 10 0 2
+~
+6
+a.a L-~~~
+~--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:
+Direction:
+HORIZ N-S Elev:
+'-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
+t-cr:
+CIC w
+_J w
+LJ LJ a:
+_J a:
+Cr' t-LJ lJ.J CL oJ)
+P:_r< r oo -'..iEC.
+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
+: l. 2 5 l----+---+--1---t-"-,___,__ f--f-
+------+---+--~-t-----j--+--+-t-+-----~-----<1---+--+--+-+-+-+-l r-n J.00 f-----+---+--t--+-+-+-+-++---+--+--+-+--+-+-+-t-+----+---+--+--Hr+-+++-t-1
+: 0. 7 s 1------+-----+--+- -+-+---+-f-++-----+----+--+---+--+--1-++-+-----+----+---+---t........ --+-lr+-+-i
+- I/ \\
+r-v~n o.so f-----+---+--+-+-+-+-+-++---+---t---+-+-+-+-+-+-+-----+-_,--fff-~~vr.:::==t-~-iltt-1
+/
+~
+.25 1----+---+--+-+-+-+---+--H----+--+--+-+-+*-+--+++----+---+-.,,_--+--+-+-+-tti,
+~REOUENCY-CPS Acceleration Spectra for REACI'OR ENCL., CONTROL STRUCTURE Load Case:
+CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ N-S I
+Damping: O.OOS,O.Ol,0.02,0.03,0.05 Elev:
+'-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:
+:::
+w
+....J w
+LJ LJ a:
+....J er:
+~
+t-u w Q....,.,
+r>>f<!UO 'JEC.
+lfJ C;
+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 -
+%)
+Node:
+Direction:
+HORIZ ~-s Damping: o.oos,o.01,o.02,0.03,0.os Elev:
+'-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
+~
+I-er:
+er::
+w
+_J w
+LJ LJ a:
+_ _J er:
+CY I-LJ l.J.j Ul P:R!OD 'JE.l.
+C
+~
+! 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 -
+%)
+Node:
+Direction:
+HORIZ N-S Damping: O.OOS,O.Ol,0.02,0.03,0.05 Elev:
+'-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
+-
+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
+I
+f I
+I
+---i
+: 1. 00
+: 0. *75 0.50
+,--=l
+""<:ill"'-
+!i 5
+I 0. 0 2
+5
+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 -
+%)
+Node:
+Direction:
+HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
+'-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.
+~REOUENCY-CPS c ':. !
+,----.--, --r,-,-...,-,--,-,-,--,.,---,.1---1
+'i 5
+I 0. 0 2
+B
+I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ ~-s Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
+'-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
+~
+I-CL Ci::
+UJ
+_J UJ u
+u a:
+_J er er I-u w
+"-.n P~R!OD*'.JEC.
+IC S l
+()
+a !
+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 -
+%)
+Node:
+Direction:
+HORIZ ~-s Damping: 0.005,0.0l,0.02,0.03,0.05 Elev:
+'-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
+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 -
+%)
+Node:
+Direction:
+HORIZ N-S Damping: 0.005,0.0l,0.02,0.03,0.05 Elev:
+'-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
+-
+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
+~111 I
+]. so -------~-~---~----~---~-~~~~*----------------
+: l. 2 5,___ __
+__._ ____ ~--- ~-- - --+---+---t-+--+-------+------+--+---+-+-4--+-f-+--- ---- - ---- ~--1--+.----<1-+---+-1~
+]. 00 0.75 0.50
+,t:=-t=c\\
+o.oo L ___
+L_LllllUL __ J_J_LllU..L1~~~~~
+~~~~d::iLlJJ 0 - I 4
+r, 5
+I 0 2
+r,
+I 0. 0 4
+g
+I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ N-S Dampin~: O.OOS,O.Ol,0.02,0.03,0.05 Elev:
+'-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--,-
+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:;
+I 0 0 2
+5
+B I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case:
+CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ ~-s Elev:
+'-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
+I
+I
+!. so ---------:-~--- ---------- ________ ! ________________ ---- -*-----~
+]. 2 5 1----4-----i----~-- -- -- ~- ~ -* ------+----+---+----+---+---<~+--1---1--- -----
+---1--*-I----~~~
+!. 00
+: 0. 'IS 1---- <--,___
+.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 -
+%)
+Node:
+Direction:
+HORIZ N-S Elev:
+'-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
+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 -
+%)
+Node:
+Direction:
+HORIZ N-S Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
+'-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:
+:::
+w
+_J LLJ LJ LJ a:
+_J CI' CY t-u LLJ Q..
+V'l P~R!O!J*SEC.
+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
+~
+.25 1~~~--t-~-t-~t--+-t-i--t-++~~~+-~-t---+---+-+-+-++-+-~~---+~--+~._-+---+-+--+-W
+~~
+~
+.00
+'--~~~2'--~~--'---'-~-'-L-:--L-~~_.:...--.1.._~...J.-...:......i~--====--~...J__~....!..._--1.__J--1._J_....L.J~
+: 0. I
+~
+5
+I. 0 2
+~
+5
+I 0. Q 2
+-:I 6
+I 00 l='REQUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENF.D -
+%)
+Node:
+Direction:
+HORIZ E-W Damping: o.oos,o.01,o.02,0.03,0.0S Elev:
+'-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
+g
+0 2
+B
+0.00
+: 0. I 2
+!3 I 0 2
+~REOUENC Y -CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+ASTI-iMETRIC CHUGGING GE 700 SERIEf. ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ E-W Damping: o.oos,o.01,o.02,0.03,0.os Elev:
+'-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
+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
+.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--
+/,.._,
+.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 -
+%)
+Node:
+Direction:
+HORIZ E-W Dampin~: 0.005,0.0l,0.02,0.03,0.05 Elev:
+'-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.
+.25 1-----+---+--t--+-t-+-+-+-+----+--+--+--+--+--+-+-++----+--4-+--+-----+--"--'--+-l I. 00 0.75 a.so 0.25 r-----r-~-+--t--+-t-+-+-+-+-~~-+--+--+--+--+--+-+-++----+--4-4--=-=+-+-+-+-+-1 2
+B
+I 00 l'"REQUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
+'-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
+-
+t-a:
+a:::
+w
+...J w
+u u a:
+...J a:
+er' t-u w Cl.
+Vl P'::R!OD*SEC.
+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 -
+%)
+Node:
+Direction:
+HORIZ E-W Dampin~: o.005,o.01,o.02,o.03,o.os Elev:
+'-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
+_,
+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
+~=:::?
+~....
+.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
+5
+I 0 2
+'4 5
+I 0 0 4
+B l 00 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ E-W Elev:
+'-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
+-
+t-er a::
+w
+_J w
+u w er
+_J er er t-u w Q..
+ll'l P1:R!OD *SEC.
+Q ':;
+IJ n
+IJ "1
+l'IT""--i--~-,-*-1-----,.-i---r-J'ri----:-,-r.-~,:---.--,---,-.--
+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
+~
+~
+!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 -
+%)
+Node:
+Direction:
+HORIZ E-W Damping: O.OOS,O.Ol,0.02,0.03,0.05 Elev:
+'-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 -
+%)
+Node:
+Direction:
+HORIZ E-W Damping: o.oos,0.01,0.02,0.03,0.os Elev:
+'-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
+_,
+I-er a::
+w
+.....J w
+u u er
+.....J er Ck" I-u w Q..
+Vl Pi:RIOD*SEC.
+s 1 0 G !
+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 -
+%)
+Node:
+Direction:
+HORIZ E-W Damping: o.oos,0.01,0.02,0.03,0.os Elev:
+'-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
+-
+I-a:
+ci:::
+LL.l
+__J LL.l u
+u a:
+__J a:
+er I-u LL.l ll.
+V1 P'::RIOD-SEC.
+a 1 a s
+~
+s!
+-,-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
+--=~
+.00 L_~~t2~__l._J_JLJ_J_ll.L_~~J_~J__J__J__L1Jll.-:=:.:~~~~~~~~JjLJ 0 - I 4
+G g
+I. 0 2
+6
+g I 0 _ 0 2
+6
+B I 00
+"'REOUENCY-CPCJ Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ E-W Elev:
+'-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
+__,
+t-er Ck'.
+IJ..J
+_J w
+u u er
+_J cr:
+Ct' t-u w CL 1/1 P~R!OO *SEC.
+'.)
+I)
+I I
+I r
+I I
+I I
+I I
+I
+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 -
+%)
+Node:
+Direction:
+HORIZ E-W Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:
+'-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
+-*
+I-a:
+Cl'.'.
+UJ
+_J w
+u u a:
+_J er O:'
+t-u LLJ Cl.
+l/1 r~~R I 00 -SEC.
+'J Q
+c '
+'JI I
+I I
+I I
+I I
+I I
+I I
+I I
+I I
+I I
+---r----,-i~-r-I I
+I I.SO ~~---~~-.-~--,,
+~-r---.-~~------.~---,~--,-~-.-----r--.~.--~~~~-,-~~..----.-~~
+: 1. 00
+: 0. "15 a.so 2
+g
+I 0 2
+.00
+: 0. I 6
+B 100 JOREQUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:
+ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+HORIZ E-W Elev:
+'-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.
+c s fJ IJ
+~ !
+;*-*1,--i--,--I --,-----i*------T-j*-.--,1-,-~
+I l~*-,----,----..,--T 1 ---
+: l. 50 r----.~-r-;--.-~1-;-r;--~--,.---;--,-~-.--:-,-7.----.-
+--,---,.---,-~-,--~
+I. 00 0.75 0.50
+.... = =t:::::
+,c::==~
+~
+~
+r, 2
+'i
+')
+!. 0 2
+.00
+: 0. 1 10.C 2
+s g
+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:
+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 ':,?
+- 'i*- r*-ii----;-
+-----r--;-~--r***-1--,*--1--*---r----1-.--1~-1-....,-,--
+--1---i I. SO
+-------.. -------- ---------- - ------ ----------.--~-.---.-r-.------,-----.----~~--
+: 0. 50 ____ _._ ____ ~-~-
+--------t-----t--+--+---+-+-t-+--t----~----1--1--+--~-+-+-l r~~=:
+I.f:..
+~.......--.-~,.1 I f
+~(/~~
+.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
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+---------------~
+---------------~
+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----+-+-+-+-+-+-+-----
+.00 '--------'------(.----,~-~~
+: 0. I 2
+~
+~
+I C 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 -
+%)
+Node:
+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
+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-~--+-+--+-----+---~-+---+--+--+-~
+.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 -
+%)
+Node:
+Direction:
+VF.RTIC~L Elev:
+'
+~--------------~
+~--------------~
+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.
+" 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
+---~- --
+-----*~-~~*
+~
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~
+-~~~~~~~~
+-~~~~~~~~
+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
+-c.r u:::
+uJ
+__J uJ w
+u u:
+__J u:
+v i-u UJ
+: u......,
+PERIOD-SEC.
+l ('
+r I. SO 1---- -------
+----~-- ------------ ---------.,---,.---,---~-~-----r*--~_,-,--,--.-
+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. !
+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 -
+%)
+Node:
+Direction:
+VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 F.lev:
+' 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...
+.'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 -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+'
+~~~~~
+~~~~~~~~~
+~~~~~~~~~
+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.
+',
+I I
+I I
+t I
+j I.
+I
+.. --, -I *i I. 50 -------.---- - *-i-*---
+I. 00 0.75 0.50
+: 0. 00 2
+..j
+'i
+'i I 0 2
+')
+'.]
+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 -
+%)
+Node:
+Direction:
+VERTIC~L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:
+' 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-~
+.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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~
+~~~~~~~~~
+~~~~~~~~~
+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
+-u::
+U::
+lJJ
+_J lJI l..J u u:
+_J c.r:
+Cr' 1-u w PERIOD-SEC.
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~
+~~~~~~~~~-
+-~~~~~~~~-
+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 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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~
+~~~~~~~~~-
+-~~~~~~~~-
+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-.__
+.50 r----+---+--+--+-+-+-+++----~---+-+-+-+-+-+-t-+-----1~--j~-UI---+-~+-+-+-
+.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
+!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 -
+%)
+Node:
+Direction:
+VERTICAL Damping: o.oos,o.01,o.02,0.03,0.os Elev:
+' 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.
+-*
+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
+- j----T ----j- ____________ l_j_T_l __ Tj-1--,----,-------~---,-~-I --T
+: 1. so
+---------~---- - ----- -
+: l. 00
+: 0. *75 I
+l I
+.50
+"&deg; 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 -
+%)
+Node:
+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 -,.--
+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 -
+%)
+Node:
+Direction:
+VERTICAL Damping: 0.005,0.0l,0.02,0.03,0.05 Elev:
+' 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~
+; ri !
+1
+I I.,-,--
+r*
+I --
+-- *i-;*r;--r-1--,----,---"-T- -----;-r*-;---i--;---,---,---,------r----,
+I. SO --
+--------~- ----- ---r-- * --- ------------
+: 0. 15 l-----+---4--1---*f--+-+-+- t-t-----+----+--+----+-+--+-+-+-+---- ---+---+--+---+--+-+-+-+--t O.SO Acceleration Spectra for REACTOR ENCL.
+~~~~~~~--~~~~~~~~~~~~~~~
+Load Case:
+AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Flev:
+'
+~~~~~
+~~~~~~~~~
+~~~~~~~~~
+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
+'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 -
+%)
+Node:
+Direction:
+VERTIC\\L Elev:
+'
+~~~~~~~~~
+~~~~~~~~~
+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
+(["
+0
+-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 -
+%)
+Node:
+Direction:
+: VERTICAT, Elev:
+'
+--------~
+----------------~
+----------------~
+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
+-*
+t-er c.i:::
+lJJ
+_J lJI L.J w
+er
+_J er (r'
+t-L.J LLJ (L_
+.. -i PERIOD-SEC.
+C ':.
+~
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~------~
+~--------------~
+~--------------~
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~--------
+-----------~----
+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
+-------------~-~~~-------..---~-~~
+.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,--
+.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 -
+o)
+Node:
+Direction:
+VERTIC\\L Elev:
+'
+----------------~
+~----------------
+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:
+Direction:
+VERTICAL Elev:
+'
+--~~~~~~~~
+--~~~~~~~~
+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
+([
+;z 0
+-u:
+C::::'.
+LIJ
+..J LLJ u u:
+..J u:
+Cr' t-u LLJ
+~
+PERIOD-SEC.
+'J l
+IJ s* i
+; 1 - 1 1 i-- r - -T -- *r 1
+r*1*-r j---1**1*--r-----1------,-----1~ 1 I
+I I
+I.SO ~------- -----,-----------
+Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~~~~~~~~~~~~~
+Load Case:
+AXISYMMETRIC CHUGGING GE700 SF.RIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~
+~~~~~~~~~-
+-~~~~~~~~-
+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
+u I er z
+f-er Ct:::
+LlJ
+_J uJ LJ u er
+_J er
+(:'
+f-u w ll.
+PERIOD-SEC.
+'J l
+Q
+: r.
+I r* '' 1 i-r--7-.-1-1 ---,-
+__ T _____ 1 ______ ---.-,--1---i-,-l-r---1--,------1-'1--,-~-,----r---1
+]. so
+- - I --
+-----------------------~-~
+J.00 1--~---+---+--+-+-~-+-++---+--+--+--+-+-+-+--+-+-----+---+--+--+--+-+-+-i-I
+: 0. I 5 1-----+---+--+-+-~-+--+-+----+----+--+--+-+-+-+--+-+-----------1------ __._ ____. ---+-+--~f--I
+: 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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~~~~~-
+-~~~~~~~~-
+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
+*--------....---,-------0--~--~-~-
+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 -
+%)
+Node:
+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
+-er er::
+lJJ
+....J lJJ w
+u a:
+....J er cr-1-
+u lJJ CL...,..,
+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 -
+%)
+Node:
+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.
+~
+tlJ a~
+a~*
+l-,-l~-l~,-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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~--------
+~----------------
+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
+-*
+I-u:
+ti::
+uJ
+_J u.J w
+u u:
+_J er Cr' I-L.J U.J Cl.......,
+PERIOD-SEC.
+;-r--;--i-1--r-1----r---,--. - - -
+--,-~--,-;-t I
+I
+I 1
+I 1
+I I
+I J.50 ----
+]. 00 0.75 0.50 0.25
+:J. !
+fi S
+IOG
+~REOUENCY **LP<)
+Ac eel era tion Spectra for REACI'OR ENCL.
+~~~~~~~~~~~~~~~~~~~~~~~
+Load Case:
+AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~
+~~~~~~~~~
+~~~~~~~~~
+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
+I-([
+CJ::
+l.JJ
+_J I.JI w u a:
+PERIOD-SEC.
+I 0. 0 I. 0 C. I C. '; ~
+~i---r1* *T-1-** r---,-------n-r-:1-:1--T-1 ----*r--- --~i-1:1-r-i-- * -r- --T --------,
+: 3. 0 ------*---------- -
+------- -----r----**--*- --- - *- -* *--* --- --- -------- ------------- ---*- -----*- ----
+: 2. 5 1--------+---+----4--+--'-t-+-r-----t---+----+ --- -~--..-_,_.,.-+------t--+---+---+--...... **- t-,_
+.0 -----
+------>----i---- -- --*-* ---~----
+--r----+-O-+--<-+---- r---
+-*-~-----
+-'--1--*
+r--
+: 1. 5 1----t----+---lr--+--<1--+-+-+-+-----~- -- ---+--+--t--;f - f----
+: 1. 0 i------+----+--t--+-+--i-+-+-+----4----1-*
+.5 r-----+---+--t--+-+-f-+-+-+---+---+--+-+-+-+-+-~+--*l~-4---t-+-+
+o.o.__ __
+__.__~ __ J _ __l_LJLl_LJLL __
+~L_~l-.,.,,b::d::~:!:'D
+: 0. I 2
+FREOUENC Y-CPS Acceleration Spectra for __
+c_o_N_T_R_O_L __
+S_T_R_U_C_T_U_R_E ________ ~~------------~
+Load Case:
+AXISYMMETRIC CHUGGING G~ 700 SERIF.S ENVELOPE (WIDENED -
+%)
+Node:
+Damping: o.oos,o.01,o.02,0.03,o.os Elev:
+' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-278
+u I a:
+IJ"t z
+...... a:
+er::
+~J
+_J 14.1 u u a:
+_J a:
+~
+-u
+~J CL.
+V')
+: 10. '.)
+I I I I I
+I. 50 J. 25
+~--- -- --+-_._ _ _,__
+I. 00 0.15
+: 0. 50 0.25 0.00
+: o. l 2
+Lj r:;
+PU<! UL -SEC.
+---~,
+I FREQUENCY-CPS 2
+')
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+~~~~~
+~~~~~~~~~
+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
+: 0. I 0 Ill r *i **1 **-r* -*1****_-T*---**-**1 i..,.. r-r* *r*-,--,---,-------p-1.;*-1-*1*-*1-.---,--- -1 I. 50 I. 25 1-----1---f--f--+--4-4-t--t-+----+--*--t---t--t--t-1rt-l------.-~*---1*- -t---t---t-1-+-t 1.00 r
+r 0.15 I
+F
+'"='=
+I I
+V-'
+-f\\ '""""....
+.50 I " --
+\\
+,-~
+.25 -
+*--,__ --- _.._ -1 N
+H" I !
+_i..-~
+.00 2
+~
+r,
+*I
+~
+~
+f,
+!I
+: 0. I I *J 10.!J 100 FREQUENCY-CPS Acceleration Spectra for __
+C_O_N_T_R_O_L __
+ST_R_U_C_T_U_R_E ____________________________ __
+Load Case~ AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~
+Elev:
+' 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
+: 7.
+-
+u:
+u w 2
+c.* -
+u w c..
+J'I P~R!GO-SEC.
+: 10. 'l
+:. 0 C. I 0.~I I I I I
+I I
+I I I I* I I
+I I
+I I! ii I I
+I J.~s ~~~~~~~,~~~!~~~~~~~~~~~~~------~~- ------* -
+~~~~
+I I.:>~ l---+---"""'---4-~ll ~! -~~,.---1--+-~---.J_~~ ~~+-+-*
+I I I
+.15 ~-~~-+-~--l---+~-+_._14-+--~~-+-~'---4---'-~~~+-l-~-M=~=TII--~-'~-~-~~~~
+_J I rn L'
+r
+: o. i;o t-----+-f--+--+-+--t-j!--+-i----t--+---+--+-+-+-~1~~~1\\H\\1-~~bJ--1J11
+~-1--j..__:tH I
+~
+f~rh
+: 0. JS t----+--_...-+--~-+-+--J-1----1---J--~~--'-l~1 *1-----+-*,,4--J.."'rt',......f'-~~
+\\./!!
+,l:'ffEQUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE
+~~~~~~~~~~~~~~~~~~~~~~~
+Load Case:
+AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC\\L Damping: o.oos,0.01,0.02,0.03,0.os Elev:
+'-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.
+.:
+I. 0 0.1 rr1r-T":--,
+i
+* -r r-rr,,-,--,---,--,
+* 6.-- --*-** -- - ----* -- ~.,_ **--* -
+*-..--.,.__,~""T--.--------,---:--..--.-....,...,,........,
+O.CI I
+ii II I I I
+I a- -
+-----1---li---1-4-~f-f--l-f----+--+--+-+--tt-+-+-t-I 2
+~--~2 ____._ ____ _
+!J. I FREQUENCY-Cr!'>
+Acceleration Spectra for CONTROL STRUCTURE Lo ad Case:
+AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Damping: o.oos,0.01,0.02,0.03,0.os Elev:
+' 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.
+:'J.'l I 'l C. I 0.'ll I I I I
+I I
+I j
+: I'*'.1* i I I I I I I I
+I I
+I I
+I I
+* :> t----'f--"f---t--t--t-t-t-:-t-1 ----t---t--t--t-'!-t--t-H---t-~-1"4--+--+--+-+-t-+-I I
+!.~ t----~~--+--+--+--t-+-+~----~t---t---+--t-~1---+-++---..--tHt--+-+-+-+-+-HH I
+r1 I
+r-n I. 0 I
+I N 0 *.,
+j
+\\
+~
+'\\
+l~ l\\
+~
+~:::;;;;~
+I T
+~.!)
+**--:-~*
+I
+: 0. t
+(
+"'j I.~
+5
+.~
+*j IOO FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE
+-~---------------------~------~~---
+Lo ad Case:
+AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Dampin~: o.oos,0.01,0.02,0.03,0.05 Elev:
+'-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.
+.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 -
+%)
+Node:
+Direction:
+VERTIC~L Damping: o.oos,0.01,0.02,0.03,0.os Elev:
+' 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 ----------------------- --- ------- -------------- _____ ------------
+______________ ----~------
+: 1..? 5 1-------+--+---+-+-+-+--+-+----+---+----+----+----+--+---+-+--+----- ------- ---- -
+-- ~--+-+-li-1
+~
+J.00 t-----+---+---t--+--+---+-+--+-+----+---+----+-----+---+---+--+-+--+-----+--+--+---1---+-+-+-+--I z
+1-er 0::::
+LU
+_J LU u
+u er
+_J Q_
+tr 1-u LU Q..
+0.75 1----+----+---t--+--+---+--+--+-1------1------ -
+-----+---+-----+---~ -~----- --+---------+----- ---- **- -- -- -
+.50 ~---+----+--+---+-+--i-+--+-+----+----t----t-+-+-+-+-+-+-----+----+--+--4--+--+-+-+--I 0..?5 1----+----+--t--+---~-+-+-4-----~-----t--t----t----+--+---t--;--,t----------
+-*---~--
+-- --- 1--
+/~ --"
+-~~~~~~/~~~~~/~~~~\\~---~~t~~~~i~j~~~
+.00 ~-~~~~..._-~..___---~
+: 0. I 2
+B
+I O 2
+(3
+IQ_ 0 2
+G B
+FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~--------------------
+o ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+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
+,-~
+r-~
+: 0. 50 -*------*--- ---- ~-----
+~--- -- *- -------1---ll-----+----l--+-*-+--1-+--+-----+---+---+-H-+---+-+1--+--+-I
+: 0. I 2
+(3
+l 0 2
+!3 I 0. 0 2
+8
+FREOUENCY-CP<;
+Acceleration Spectra for REACTOR ENCL. _
+~~~---~~~---~~~~~~~~~~-
+Load Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+O
+I 0 2
+O
+ID. 0 2
+8
+JOO FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL.
+~~~~~~~~~~~~~~~~~---
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC\\L Elev:
+'-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
+~
+~
+!
+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
+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 ~
+D. 25 1---+----+--+---+-+--4-4--+-+---*-----r------4*--+--+--+-+-+-+-+l-J&sect;-~~\\.rlffl+rf -+---1-t--r-w1 -+-i V: I
+\\~
+t;r:-~
+~
+o.00 0l_-
+---
+L_L_
+Ll 6LJ-5U 1l-0--J 2
+__ J!!!!!!!~
+J~~~6~8~~
+~-:
+:___j 2_J_J 4JLJ6JJ 6J_
+l
+FRfOUENCY-CP')
+Acceleration Spectra for REACfOR ENCL.
+~~~~~~~---~~~~~~~~~~-
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+'-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.
+fJ rJ
+~
+j 11--11--1 '
+.--1------- -- - -r Ir -j--T --i -- T 1- --- - ' -- - -
+i 1 1
+I. so
+~--------------------- ---- ------ ----------- -
+J. 25 l----+-----+---t-------i--t-~-+---t--+--------+-----+---+-----+--+---t~+-+-------1------- --- -- -- --~-~r-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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+'~
+~
+0 s !
+-r~ 1-,--1 ---,-------,------ -.-,-ri-- 1 1---,----;-----r- -------,-,-1'- 1**1-,----, ---1------1
+'*" ---- - - ---T-- - - -i 1- ------~ ---- -------------- -- -
+I I
+: 2. 5 1-----+----+---+----I--+-*- >--- --~ ------+---+--t---+---+--+-li--+-t-----+---1--+----+-----+--t-+-t (J')
+: 2. 0 -------- ----
+--------~------- ---- -----
+--*--+--------.----+---+----+--+--+-~>--*
+z a
+--
+cr c:.::
+w
+~
+u cr
+_J a:
+er t-u w CL (J')
+5
+I 0 2
+[l
+: 10. 0 2
+8
+FRfOUENCY--CP'i Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~~~~~~~~
+Load Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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.
+0
+_j ______ lj!jl I I
+J 0 1
+: 0. 0 I
+~--1'11 I I
+I I
+V"l 1.00 r----r---t--t-+-r-t-+-++----t--+--+-+-+--+-+++-----+---+--+--+-4-~-!-I z
+D
+_J a:
+CY u w c...
+V)
+: 0. 7 5 1----+---+--'---+--+--l-~-+-4-----..+--___j----+---+--+--+ --+--<--+------>-*----+--~4--+--+--4-.+--I 0.50 ~---+----l----~--T--t-t-t-+-t----+--+--+-+-+-+--+-+-+-----4----*-+--f--+--~--l--~I
+: 0. I 2
+!3 I 0 2
+lj 5
+!3 10 0 2
+l3 I 00 FRE.OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~------------------
+o ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+'-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.
+G rJ 1
+':,I 11--1-r1--r-1----,--,-------,1-r1--r1--,--i------,.-----------,,-,, r----1 ----,-------r---1
+: 1. so
+-- --- ---- -- -- ---- --- ---------- - ---- - ----~--------- --------~--- -- -------------
+~
+J.QQ ~----+---+--4---jf----+-+-~~----f---~~-+---+-
+~-~----.__-+--+---+-+--+-1-+-I z
+I--er Ck:
+w
+_J w
+u u er
+_J a:
+er u w c...
+If')
+.75 1~---+----1--+--l-~-+-~-----1---+--+---4-+-~-~4-+---~-~--1-~-4-~~
+.50 1-----+---+--+-+-+-1--+-+--+------+--~--+--+-+-+--+---+-+-----+---+--+--+--+-+-+--I
+--llrOllll"-""
+.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
+~
+g
+I 0 0 2
+B
+I 00 FRfOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~~----~~~----------------
+o ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+!3 1 0 2
+!3 I 0 O 2
+8
+i:RE:OUfNCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~~~~~~~~-
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+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
+G
+I 0 5
+(l I 0 0 2
+8
+FRt.OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~~~~~~~---
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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.
+r,
+! G I J
+(.J
+~
+i- *1 -* i __ T ___ i ___,---- --1 --,---- ---- i... _____
+--.*-1 ;*--ri--,.-*-*-1---,-----,----------, -----
+- -----,--r i---,- -,- -r- -
+i---- ---r- - - ----*1 ---- ---------
+I. 'JO --------------------
+----~---------- ------- --
+--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--' / -{--~
+.00
+: 0. I A;}
+~~v
+~E~
+.........t:.11! ;....--
+~
+G
+[3 I 0 2
+[3 I 0. 0 2
+B
+I 00 FRfOUfNC't-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~--~~~~~~~
+Load Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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.
+I)
+I rJ
+'.J l
+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(~ \\
+.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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+--~
+.50
+: 0. 25 1---+----+--+---+--+--+-t---+------+-----+--+--+--~), 2--+-+==~-j~~'~ ~-~
+--~~-
+~---
+~--
+"'l'----
+.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
+5
+[J I 0 2
+5
+[J I 0. 0 2
+6
+I 00 FREOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Directien:
+VERTICAL Elev:
+'-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.
+o ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -
+%)
+Node:
+Direction:
+VF.RTIC.\\L Elev:
+'-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 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---+--+-++-
+.50 1-------1---+--..___+--l-+--l-+-+----+---+----+--+--+-l-l--++-Hl--#F~H+-~--+--+-4-+-4~1 0.00 L__ ___
+L__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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+l-a:
+::
+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
+O
+ID. 0 2
+8
+IDO FREQUENCY-CPS Acceleration Spectra for ~R_EA~cr_o R_E_N_C_L_*~~~~~~~~~~~~
+Load Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+~
+er a::
+LU
+_J LU u
+LJ er
+_J er er
+~
+LJ LU Q...
+en PERIOD-SEC.
+t 0 c.
+l U G?
+-1 i- '
+I -- --,-- --,
+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----+--
+--
+: 0. SQ l------+----+---+----+--+-+-+--+--1---- ~----ji---
+--l----4~"-+---l---l+--/--+-\\c41-----4---+---l----+--~>---4--I r-,----N~
+.25
+_,.--,,..JV-~
+. -- ------+---+--+,---+*l/ll -+--+-+-\\~91-1--, ---+---i~~, ~~~~ =
+~ -"
+r-
+~r--...-~
+J~
+~--
+~~y 0.00 ~--~-~-~--~~-~-----=~~--':'.:Lrr-__, __..__~--~-----'-----'---'---~~~*
+: 0. I 2
+~
+g
+0 2
+~
+8
+o_ o 2
+g
+OD F RfOUENCY-CP'.i Acceleration Spectra for REACTOR ENCL.
+-------~----------~
+Load Case:
+AXISYMMF.TRIC GF. CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~L F.lev:
+'-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-- '
+---,------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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+1-cr CIC w
+....J w
+u u a:
+....J er:
+Ck' t-u w Q..
+IJ)
+: 0. I PERIOD-SEC.
+!3 I 0 0 2
+!3 I 00
+"'REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~------~~--~-~----~
+Load Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+l-a:
+::
+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 -
+---,------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 *----+-----+------+----<--+*--+--+--
+6
+(l I 0 2
+g
+I 0. 0 2
+8
+FRE:OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~---~~~~~~~~~~~~-
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -
+lSra)
+Node:
+Direction:
+VERTIC!L Elev:
+'-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 *;
+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
+(l
+I 0 2
+G
+I 0 0 2
+(l
+I 00 FRfOUENCY-CP'3 Acceleration Spectra for REACTOR ENCL.
+~~~~~~~~~~~~~~~~~~-
+Lo ad Case:
+AXISYMMETRIC GE CO-RASI~ ENVELOPF (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+l-a:
+::
+i..J
+_J i..J u
+u er PERIOD-SEC.
+!
+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_ ___
+l__~l___L_J_J__l_JJLJ_ __ ~
+.L...~~~~:J_J__L_JLL ___ l_ _ _l__l_J_J_J_J_J_I
+: 0. 1 4
+G
+0
+~
+6
+!3 10.0 2
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+1-cr a::
+LU
+_.J LU u
+u a:
+_.J a:
+Ir 1-u IJ.J Q._
+(/)
+PERIOD-SEC.
+r;,
+'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-- -- -- -
+.25 0.00
+: 0. I 2
+6
+G I 0 0 2
+[l I 00 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~-----~~~~~~~~--~~-
+Lo ad Case:
+AX!SYMMETRIC GE CO-RASIC ENVELOPL (WIDENED -
+%)
+Node:
+Direction:
+VERTIC~
+Elev:
+'-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-;--- -,-------
+r-;--r--j--,---i*-,---i----1 I. SO
+--- --*--* -- ------- -------- --- **---l -- *1- ------*-------------**--------* -- -
+I. 25 1-----+---+--+--+.--+--1--i-~-----+---~--+---+-+---r--+-T--t-----+---+--<..___. -+--+--!~
+v-.
+: 1. 00 z
+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\\
+.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
+!3 I 0 2
+B
+I 0. 0 2
+B
+I 00 F=RfOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~--------------------------~---
+Lo ad Case:
+AXISYMf.fETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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 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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+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
+!3 10 0 2
+f3 100 Acceleration Spectra for REACTORENCL.
+~----~------------------~------~
+Load Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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 ------
+~
+.00 r----r------t--t--t-t-t-t-t-+---+--+--+-+-+--+-++-+-----+---+--+--+--+-+-+-+-1 z
+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
+9
+I 0 2
+g
+I 0. 0 2
+O
+I 00 l="REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
+~~~~~--~~~~~~~~~~~~-
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+-
+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
+I I I I I
+I I
+I I I I I I I
+I I
+I 6
+-~
+rr\\
+~
+\\
+l"iiii...
+2
+-- -
+a I. 0 q
+10.0 2
+0
+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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+--------~------~
+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&#xa3;....
+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-r-;-i-**1*--,--,----r-;-**1--.-.-1---r-*.-------.-..,-.,-,---r-r--r-----1 l Q *----------** -*- - *---- -
+.* ~ 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--*-+*- -
+.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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'
+-------~
+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
+:]. !
+.~I
+*;--* *r**--** ;**-*-****r j. r*;-,* **1-1:-- *i* **** -*1--***-*--i-'"i 1 -r*-,----.*--,
+I I!) r,
+,**r j"l""j*** 1 J c 2.!. ----t---il--f--
+r... --*-*-* ["".... ---*... **-*-------------r
+-- i--- --9-.....-..-
+... J
+~-*-*----!**-* -* --
+I I
+I
+__ _: __ *-f- ----*--- __ _!. ___,___ __............ _,__ __
+i i
+=--T.
+I i
+l i
+I. 'j 1-------+--~-1--..-+~-t------l---*-+-.....--+---1---1-- ~
+II I
+----,....--i-!TJ "j
+I I
+I j
+I I i.
+t.O t----....._-*-41**-"-t-~----- ---.--..,
+A---+
+i i
+I I
+i I
+I I I
+I
+,.. r oJ.' i--*-- -- i...---- ~- *--* **--. --.. -.... --*-*-----: - ~
+..i_ -**
+~ \\ I ! I j
+--~*-
+-!-t~*
+: o. 0 --. *-
+~-'
+Acceleration Spectra for CONTROL STRUCTURE
+~~
+Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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
+a:
+ct:
+l&J u
+u a:
+a:
+re...
+u l&J L
+Ill rm IOU *SEC.
+.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-----.-
+I
+I 5
+J 2
+'\\
+j l
+~) ' " -
+~;;;
+-~
+'I 6
+e I. o 2
+'I f;
+10.0 2
+'I 6
+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 -
+%)
+Node:
+Direction:
+VERTIC~L Elev:
+'
+~------------~
+Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT 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
+&#xa5; I
+l.D r--~--~--r--,---r-ir-r--r""'T-r------r---":"-_,......-,-~,~r-r-ir----------..--,..._........, __.__,
+I 2.5!--
+~~+----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-~*
+. I
+-l I I I. s '------t--+---+-+--+-r++-t------4,fo---++-----i i-+-+-t--111.---+',~~ It-_.._l-+--+l_..,_+-1-+-4 I I I
+I i
+I r/~ ! I
+.. 0 ~-"t-___,_T-t-'it-t--t-t,-t----t-' --t-~I. -+--!-it -+-H--al-~-\\*--+-1 -J-+-1 -+-++r
+: o. s r----t---t--t-t-t-t-+++-----+---+-+-+-lf-++-f--f-jJ,_-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.~
+-I r,
+'i 100 Acceleration Spectra for CONTROL STRUCTURE Lo ad Case:
+AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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:
+:...,
+..J u u a:
+..J a:
+a::...
+u laJ CL.
+PERIOD-SEC.
+.0 I. 0 11 1&deg; 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"-~.--.---:
+.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-~~*
+'\\
+.5 r------;----t--t--t--t-+t-H------t---t--+--f-+-1H-++~-ll~:=d=-'l-~---1---l--l-l--WU
+,--\\
+r-~
+.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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+' 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 -
+%)
+Node:
+Direction:
+VERTICAL Elev:
+'-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: Difference between revisions

Latest revision as of 03:43, 16 March 2025

Text

Navigation menu

Search