Text

Refined Response Spectra for Reactor Bldg Internal Structure
	ML20094A599
Person / Time
Site:	Comanche Peak
Issue date:	12/31/1982
From:	; GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.)
To:	;
Shared Package
ML20094A400	List: ML20094A396; ML20094A422; ML20094A439; ML20094A559; ML20094A572; ML20094A585; ML20094A599; ML20094A634;
References
	FRB-8R, NUDOCS 8411060477
	Download: ML20094A599 (54)
	v • d • e

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o CPSES - REFINED RESPONSE SPECTRA FOR REACTOR BUILDING INTERNAL STRUCTURE 4 Presented herewith are the refined floor response spectra j f-for the R.B. Internal Structure (references 2 and 3) based on existing response spectra (reference 1) and developed primarily for as-built piping analysis. These response j spectra have been refined based upon improved carve smoothing techniques by use of computer, instead of by hand. Therefore, undue hand smoothing and digitizing have been eliminated.

Also, improved interpolation has been used at lumped masses based on time history responses. The results are plotted in terms of accelerations versus frequencies for

[ ease of use. The results are presented in figures 125-B through 136-B and 101-B through 112-B which are summarized in Table nos.2 and 3. Also the digitized values of the same spectra are included at the end of the bo,ok. Each figure refers to a specific floor of the building, and contains three curves labeled Ax, Ay and Az, which represent j the spectral accelerations in the x, y and z orthogonal directions respectively due to the combined effect of three simultaneous earthquakes at the specified % damping. Please note that Ax and Az are in the north-south and the east-west directions respectively while Ay is in the vertical direction based upon the plant's general coordinate system. ? All spectra presented in this report include the coupling effects of non-symmetric structure. The curves shown are for the most critical location of the floor, considering the j combined effect of translation and rotation. g

References:

r L [ 1. "Instructure Response Spectra for Internal Structure of R.B," Gibbs & Hill report no. FRB-6R, August 1976. ( t. Refined

Response

Spectra for R.B. Internal k 2. "TUSI Structure," calculation book no. FRB-3C, Rev. O Computer output for R.B. Internal Structure,' 3. "TUSI l computer output file no. FMI-1P-Set 6, Rev..O. i

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SUMMARY

OF REFINED FLOOR RESPONSE SPECTRA + _ _ _ = I l l I I l FIGURE l FLOOR l DAMPING l EARTHQUAKE l TYPE OF MOTION l l NO. l ELEVATION l l l l +___ I 125-B l 905.75 FT. l 1 l, 1/2 SSE l TRANSL. & ROT. I i 1 .I 1 - ml. _ _,.1 l 126-B l ses.so Fr. I I I 1/2 ssr I TRANSL. & RW. l l l l l l 1 l 127-B l 860.00 FT. I 1 l 1/2 SSE l TRANSL. & ROT. l l 1 I I I I o l 128-B l 832.50 FT. I 1 l-1/2 SSE l TRANSL. & ROT. l l l l I 1 l l 12.9-B l 808.00 FT. l 1 l 1/2. SSE l TRANSL. & ROT. l I I I l l I l 130-B 1 783.58 FT. l 1 l 1/2 SSE l TRANSL. & ROT. l l 131-B l 905.75 FT. I 2 l 1/2 SSE I TRANSL. & ROT. I I I l l l l l 132-B l 885.50 FT. l 2 l 1/2 SSE I TRANSL. & ROT. l l i I l l 1 l 133-B l 860.00 FT. l 2 l 1/2 SSE l TRANSL. & ROT. l l l l l l 1 l 134-3 l 832.50 FT. l 2 l 1/2 SSE l TRANSL. & ROT. l

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I I i l I l 135-B l 808.00 FT. I 2 l 1/2 SSE I TRANSL. & ROT. l I I I l l l l 136-B l 783.58 FT. l 2 l 1/2 SSE l TRANSL. & ROT. l .= _.=_.._- f l l ( TUS. 7 R.B. Internal Structure i p S M 499 amans - { o cir, W sans

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OF REFINED FLOOR RESPONSE SPECTRA = - _. I I I I I l l FIGURE l FLOOR l DAMPING l EARTHQUAKE l TYPE OF MOTION l l NO. 1 ELEVATION l l l l 7 . ____==. =. l 101-B l 905.75 ET. l 2 l SSE l TRANSL. & ROT. l l l L _1

1. _

l l IO2-B l 885. 5U ET. l Z l SSE l TRANSL. & RT. [ l l I 1 I l l 103-B l 860.00 FT. I 2 l SSE l TRANSL. & ROT. l l l l l 1 I l 104-B l 832.50 FT. [ 2 l SSE [ TRANSL. & ROT. l l 1 1 I l l 1 105-B l 808.00 ET. l 2 l SSE l TRANSL. & ROT. l l l l l 1 I l 106-B l 783.58 ET. l 2 l SSE l TRANSL. & ROT. l l 107-B l 905.75 FT. l 3 l SSE l TRANSL. & ROT. l l l 1 l l 1 l 108-B l 885.50 FT. l 3 l SSE l TRANSL. & ROT. l 1 l 1 l I I l 109-B l 860.00 ET. I 3 l SSE l TRANSL. & ROT. l l 1 1 1 1_ l l 110-B l 832.50 FT. l 3 l SSE l TRANSL. & ROT. l I I' l l l l l 111-B l 808.00 ET. l 3 l SSE l TRANSL. & ROT. l l l l l l l l 112-B [ 783.58 FT. l 3 l SSE l TRANSL. & ROT. l __ _ =. _ - . _ _ =,. - ? TUS. R.B. Internal Structure m ad o S peK bus. mas - Tam ~ v D: t' 3 o =Ust. W un me em 3 "d'" emmesem Tem um TET t "/

1 e o J fp i 8.. TUSI-REFINED RESPONSE SPECTRR FOR INTERNAL STRUCT. a 44 : FLOOR RESPONSE SPECTRR FOR 1/2SSE: DRMPING = 0.01 j 3,i l ; FIGURE NO. 125-0 m AT ELEVRTION 905.75 FEET 10 50.0 9 9 9 7 @ 9,.00 9 ~ p' 1.000 018 CT. N-t [ MAX. RT RX g l . l.. ;. 8 S.203 6.063 m1 RT !!l' in-2.724 6.863 RZ 'n i 5. 9118 6.523 g. A-1 f 1 a g, t AX: N-S AT: VLhT. AZ:.E-U -. -.I _ g g o o -y i !ii y-An 9 o l' 3 9 o 5 z9 i

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l 'k *tt 7l i ~ s l M,i TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. 'i ti FLOOR RESPONSE SPEC TBA FCR I/2SSE: DAHPlHG = 0.01 FIGURE NO. 126-0 AT ELEVRTION 885.50 FEET in i~ 1.000 ?, ?, Y, V, 0, 7, 0, 9,10.00 ?, 7 4 50.0 ' +' :

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__.,-_-.w- ~ .w l l i si o 3 l. { c* % LJ TUSI-REFINED RESPONSE SPECTRA FOR INTERNRL STRUCT. 1 k iI FLOOR RESPONSE SPECTRA FOR I/2SSE: DAMPING = 0.01 { h.. >l FIGURE NO. 127-B 1.000 AT ELEVATION 8G0.00 FEET ip [ t ?, ?, Y 5, V, 7, 0, 9, _1 0. 0 0 f, 7, 9 50.0 L-4 HRX. RT I 3.175 G.863 DIRECT. ) ~i [ [! ~ 2.367 6.079 -RX tn

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.y w C ee l C u. N LL. oa m o en y Zc .--en ~C. LL., w o y n. z m \\ E w \\ we m t,n 3 --ev

2O fn O -

M C== >= t.D f N 3 c, u. E CD Dato m >- w (D LD LD E e . ~,n m 5 o u rno co C C C =-' tD CD C, l J O E * ** u. o rene O s sg a ~ 00*S 00*h 00*E 00*2 00*I 00'0 ~ (D) NOI1BW373036 'i TUSI-R.B. INTERNAL STR. l REFINED RESPONSE SPECTRA

! i i

+ , i ~ i i i, i GIBB3 4 HILL. INC o~sinf Twr. i ~ i, i smieras.msie= ras.cmennetwa e ju%s w,.i

3 N""'",,:",c.O'm=' %

,,,. ((23 FIGURE to2. 5

I 22. 00*S 00*h 00*E 00*2 00*1 00*O m } U l w W W w ux-~ W w r=~w G G G O b 2 o D o O cc I w m.- \\ { m = .m i a C l z cc g g.-. W .<v &ow ) 2 ts d O+ C =2 C .= O i E i LL. e O W o O C C } C c... d c . c g c>.-- CD U ^ c N N- .g- .e } T A 1 sc g u>--. g >= .-e U Z m Z C .m w OW m DD l D r.-. s o CC .w w e in O e M LL Q W CO O tr>. -. y { Zm ...cr) _ s-U. LL. W D y a. z m C W w a-ru.- - mD ) .<v "" 2 O CD C -= W D *-= >= (D N t\\l 3 Q. A C (lDCD M m Hw (D m f.D C I C

207, C

x== m c \\ o 'o at-m co 5-J c Z... e i u o m m'm o [ u o i ~ 00*S 00*h 00*E 00*2 00*I 00'O ~ i i (0) NOI J.Bb 313336 TUSI-R.B. INTERNAL STR. i i REFINED RESPONSE SPECTRA ?i,W W --,l,' l ,l--d-l l - Gt985 4 HILT.. I -,-.~.2 =. - L igw,,, g,,,y,,ig. %

==;=-=ai

m... t 3 2.)

F1GURE-103 6 4 . _., _ -.. _ _. ~,. -.. _ _. _.,,

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m..

C= . - --m ZE p j 4

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? LA. L t O LL.J 0 2 g k D w 4 g y g-4-- a -N (93 2C MC= (O Q *.- p-CD 5 N h 3 Q. A C G3 CD M m f-- W (D m @ E e .s m_ 15 o x - cn ~ O' O COO- .,,3 o E... C u-o mmm C u o ~ 00*S 00*h 00*E 00*2 00 1 00*O ~ (D) NOI189313338 TUSI-R.B. INTERNAL STR. .. = ..;. - p._ .. 3._.; _ i. p., REFINED RESPONSE SPECTRA i i .... _ j. u. 2._. j _. GIBBS 4 HILL. INC. g

7., - ;

4_ ,gm,,,3 .,,,w,. ]!*, me.o.. 5. * '** *,,",4' ";' "' "* t' 2 fl& FIGullE-104 6 . e., v.

1 1 24 00*S 00*h 00*E 00*2 00*1 00*O o e W w w. ux-m H w =r--wese 2 U 5 e O o e x H E m.-. - e m m i i C 2 s-O Z ~ [ g g m.- -N W.: How Z,, w e.- mza uh Y O e o a w o o o V o n c e--. sa. .. o c g cn--. --en ^ U l .cc N o N 1 I G-n.. m M -+ - m = ..A .g .-.e to... g U e N Z m .m y i O-O s Q. w v. a mm -e W m

e.-.

m g C e to LL D 8 owmo n.-. -m y 3 g Ze , e.- s uu we t y c. z ) m I w i we m... ,u ~mo ze ooo mo-e.- o r~ o Qw Co@o D gn Hw mmm e Y e .- @ m o x m r-e o C o C N CD tT') a o x... a u. o -N-g o i i 00*S. 00*h 00*E 00*2 00*I 00

O ~

~ (D) NOI18W373DDB TUSI-R.B. INTERNAL STR. REFINED RESPONSE SPECTRA 4 l l l l l 'l lll'; Gt985 & HILL. INC. ^ 6-ininfe earf~~~ t ! ; "' ' " ' "J.' Z"' ** '" *

g 4

i>+ I ~ 'R"asse ette.c e.'5- " '" ' ""s',*"s.* '" " ##' seme ren me w. 2.3 2 3 _ _. _ _ _ ~ _. _,... _ _ _.. _ _ _... _.

f l 2r l 00*S 00*h 00*E 00*2 00*1 00*0 i t i e e W W w w U x >= N h 6 P"WEEC "7 ) U b e D in C C h cr>.. b-- cn f W W a C 3 z LLJ @. g ru-- C -cu

=

8 l-. OW 2 si w t.3 w C ~Z C . l g C' e / u.E o a o O O / O C i; y _. d C g cn cn U ~ co -co N W h N e O-N.- ( I .T e ..b .e3 >- co.- g M

4 U

O 2 m-- 4 m C 3 nw .r. m cn a O m

r m

.y W g C g C CD i M LL O e Q u. tDo cr>-- y cn g \\ zm -c. LL. w c wLzsn C w g yg r\\J. -- .i.

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@ Q=== >= 0 h :::r' 3 Aw C O CD b 'sn ..a \\ .J @ @ e=8 I E l .Cem e C x en com o c) e cn. e ru e x a o o 6 o c ru-g a ~ 00*S 00*h 00*E 00*2 00*I 00*O ~ (D) NOI16W373DDB l TUSI-R.B. INTERNAL STR. REFINED RESPONSE SPECTRA H l lllll ctBBS 4 HILL, INC. 6-bip, ,r.-- i ; ;i.ii asia m.=;i==.cw e m F!GURE-(066 T% w,.. .:m. =,,' ,,,,,.,i ..u23

~ ~ Ne 0 o o .n oo; oo a oo.N oo* .o. i o 0 s 5 T E T E CXYZ T F Y.ERRR 'i-" R C 5 I U 7 D 5 R 5 E T 0 ? 'i S 9 t A L R N O N I R3T ?, T 0R R E .V E T0E T L N=E I Y GT A NR R! OPM FR 0 S 0 D 0 0 N R 0 '0 i R 1 1 X b T 9 i A ) C E ib Z 0 H P 7, .'l i iI ( S y ,A h .A ib Y 9 E f l C S l N N 5 ib E O: U PE Q SS E A S 9 i E R R F R8 p O - DF7 E ib 0 ? R1 NR T ~ I C. FEO / EPN S R E I - ER ? SU NG 301 I SOI T672 PF R893 U S TE 656 R R 967 O X880 O 0 A810 0 0 L 0 M.. r 0 F 0 335 ~ ~ t .n oO; m oo ;n oo e oo 1 i mO-zOS T[wJwooE M e5 W eze$Z3r n,_m D ( o 3m gmO mM 5m a mOaE s n.3 , r* *"* ~ r.' - o' )C$ l_ d gg3.:'IIa g! l! k n I i OCm" - o s -! !.l y:. ; iA l *I g ,l'l!! .l i g a-p*

t 1 27 c 00*S 00*h 00*E 00*2 00*1 00*0 o o r W W W I y U M b= N W w M--WCCC -2 y U b c o m o C W $ en W W .m J C E z f C Q y f4-- -(\\J W.> c H Q LLJ 2 is W f.D W C=C Z OL i LE o W o o C O C b-- y .b C p cn.- - e U ~ co-- -CD N N-g --N s s (D-- .N c >- y >= g U Z W-- e --Q y 2 CL w .n m En 8 O En 3 -y LL.) E m c to u La.- Q 1 g C L CD Q c7>.- .m y 2C ~ u. LL. W Q y n. z sn E W i we tw-- m " in D 2 LD (71 C =-- WQ= t-LD 5 N yAL C CD CD M sn WW (D &n CD c E .m fD E.D C X Ln CD C C O CNQ= C J Q E... O w ca mme ji e i i ~* 00*S 00*h 00*E 00*2 00*! 00'0 ~ i (0) NOI.LBW373DDB l TUSI-R.B. INTERNAL STR. 1 MEFINED RESPONSE SPECTRA i i - ~1-i I I pig (f;rr! !!!'!!,l

==. =;=ai. - ~ =

GISBS 4 MILT.. INC. F!GURE-l08 6 ms, s,..e...m.

.;,. r t " **

2u5 _ _ _ _.. _ _ ~

u. s 'x y t -j 'l TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. ? L_ FLOOR DESPONSE SPECTRA FOR SSE: ORMPING = 0.03 I $' y FIGURE NO. 109-8 AT ELEVRTION 860.00 FEET si ~jI 1.000 ?, ?, 9, 5, 0, 7, Y, 9,10.00 ?, 7, 9 50.0 MAX. RT DIRECT. I ~~ 9_ 2.793 5.970 RY _9 2.'453 6.863 RX o l in - 2.971 6.321 RZ in gg g_3 3,, , ggy, gg g_, g i .? _._.-L o o !i y- -J \\ (.3 a o g A1 .R l z I om-M e-e h1 Tn-A 5-wo g IS $, J9 wm-m i x = s 3 3 g, @ U x m U 5 I= o g II n w o 3 { m o .I 4 ? 9 9 ij E i-M ~3 / ,, ~ g / q e R 5 o 8 m r o i i i i i i i i i i E d b 4 6 6 ) 66' h h 4 m 1.00'O 10.00 50.0 l l ? FREQUENCY (HZ) m i m

1 2'l s. l 00*S 00*h 00*E 00*2 00*I 00*O i i e t t g O W y 6 = 1 W ux-~ H L lllP-WCCC -g C f y O Q D m o ~ C s try-gn W CD ,_I C z ) C Q y tw-css w.: H Q laJ Z is w O >- 2 C -* C ) 3r OL I kg C C o C C3 C b., N C s ow- - c ~ U i cc.- c N 1 Jr. r%.- w A w e4 A c >- to--. .g s. ,g it, m g y 4 N 7 Z i.r- -m y C --) OW 44 a O g u,o

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==0 v3 b W t.D W t.D ( CC T. .(D W CD C X CD W T D C CWWh O J Q E'. C A Q a f\\la 4g. C i i i i i 00*S 00*h 00*E 00*2 00*I 00*O ~ (0) NOI188313336 1 TUSI-R.B. INTERNAL STR. ,i 1 _.i REFINED RESPONSE SPECTRA ~~ J.{. = J.. L_ .i. !--y-q _j j p Glees a HtLL. INC. _... _q ;,, _. q._-.. g 7._ FIGURE-110 6 jl%,'.t,..e. 5! " '*' ""O,,7' " '"' ** 2323 l \\

l ".t L l C-TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. ([_-__ Fl.00R RESPONSE SPECTRR FOR SSE: DAMPING = 0.03 !8 FIGURE NO. 111-8 Ri ELEVATION 808.00 FEET i l.000. V, 7, 4, 5, 9, 7, Y, 9,10.00 V,

7. -

9 50.0 i c MAX. AT DIRECT. I ~[' '~ 9 o 1,044

5. 53tl RX o

- p-.- in-2.395 5.970 AY t 1.091 10.78 RZ in AX: N-5 AY: V ENT. At: E-U o i o o o -o i g o o i z9 9 I om-m ee 1 W Ay-x ac o go g --e w- -9 I *E _J

g cv s

I E E m U 1 a n'

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2 i u u ;- o m AL O o m m o j N\\ !_5 5 z. Aw \\ ~ a-m ~ m 4 m z o o n 4 c n m o o 4 m r o i e i i i a i a a a i 1 E E 'I b b Ibb' b 3 m --i 1.000 10.00 50.0 = FREQUENCY (!'Z) o l tp 1

jl,!' i

2 0

o9n o. o 9_m 8.v ~ oa. 0 i .c 0 0 5 5 T E T E CXTZ T F 9.EAAA i0 R C 8 I U 5 D R 3 T 8 7, S 7 ab L A N O N I R3T e, i A b E 0. V T0E L N=E I GT NR RI U OP E s FA 0 1 \\ M 0 D 0 AQ 0 2 A 0 A R 0 g' 1 1 } T 9, 8 g C ) 9 T b Z E g h H P 7,- E I ( T g S 9 b T Y 7 E = C g A S g N N 5,- b E g O: S U PE f gk E Q SS N S Y,- E R R X R8 A F O - DF2 E 7, 1 A1 NR T I C. FEO EPN S R E - ER e, ,h SU I NG 008 SOI T077 U PF A09. S 0 TE 551 R 3 R 3l0 t C X133 O 0 M.20 A7 0 L 0 0 ~ F 0 021 ~ 0 ~ ~ 1 9an oo o9m. o9m 8~ go 1 o zo.wTCwJwuuE eCn in y ;- nr mH? c zmo y $m ny$ [ e {- ~ ~.- - t ~ - ~ - -._

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s u%- o. .w m. 1 TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.S. SET No. = 1 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.01 FICURE}No. 125-8 DIRECil0N 1 AT ELEVAil0N 905.75 FEET NO. OF SPECTRA = 1 SMOADENED SPECTRUM FOR N00E= 125 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 43 DAMPlNG VALUE = 0.010 1 0.9000 0.14765 2 0.9783 0.16533 3 1.0231 0.16533 4 1.0714 0.24694 5 1.2T13 0.24694 6 1.3235 0.26121 7 1.3637 0.37509 8 1.4062 0.39274 9 1.5463 0.39274 to 1.6071 0.42014 11 1.6667 0.49323 12 1.7308 0.69113 13 1.8000 0.85272 14 1.8750 0.98084 15 1.9132 1.01805 16 2.1068 1.01805 17 2.1429 1.13F57 18 2.6191 1.13757 19 2.6594 1.03210 20 2.8380 1.03210 21 3.0181 0.79566 22 3.43T5 0.79566 23 3.5038 0.74942 24 3.7250 0.74942 25 3.7500 0.77090 26 4.0909 0.96120 27 4.5000 2.28067 28 5.0000 2.70987 29 5.5800 2.70987 30 5.6250 2.81767 31 5.6890 3.17884 32 5.8517 3.90152 33 6.17T1 5.20284 34 7.5497 5.20284 35 7.8572 4.13492 36 7.8890 3.83114 37 8.0763 3.83114 38 9.1666 2.38995 39 11.2820 1.05488 40 13.7500 0.57209 41 15.8273 0.52832 42 27.5000 0.48123 43 39.5000 0.40571 1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.8. SET No. = 2 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENF AX ; DAMPING = 0.01 FICURE No. 126-8 DIRECTION I AT ELEVAil0N 885.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 126 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 42 DAMPING VALUE = 0.010 1 0.9000 0.14510 2 0.9783 0.16112 3 1.0234 0.16112 4 1.0714 0.24004 5 1.3030 0.24004 6 1.3235 0.25162 7 1.363F 0.36162 8 1.4062 0.37779 9 1.5F48 0.377F9 to 1.6071 0.39025 11 1.6667 0.45763 12 1.7308 0.63550 13 1.8000 0.77389 14 1.8750 0.88227 15 1.9132 0.91129 16 2.1018 0.91129 17 2.1429 1.02962 18 2.6191 1.02962 19 2.6719 0.899FT 20 2.8380 0.89977 21 2.9872 0.F3133 22 3.4375 0.13133 23 3.4960 0.69257 24 3.72T4 0.69257 25 3.7500 0.71011 26 4.0909 0.87064 2T 4.5000 2.01332 28 5.0000' 2.32415 29 5.6011 2.32415 30 5.6250 2.37061 31 5.6890 2.66000 32 5.8517 3.24740 33 6.1771 4.3046T 34 7.5497 4.30467 35 7.8572 3.41815 36 7.8908 3.14813 37 8.0763 3.14813 38 9.1666 1.92523 39 11.2820 0.88741 40 13.7500 0.48890 i 41 27.5000 0.40476 42 39.5000 0.34135 1 i a TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.8. SET NO. = 3 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.01 FICURE No. 127-8 DIRECTION 1 AT ELEVAitoM 860.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 127 DECREE OF FREEDOM = 1 NUMBER OF CRfDS = 40 DAMPING VALUE = 0.010 i 1 0.9000 0.14199 2 0.9783 0.15582 3 1.0237 0.15582 4 1.0714 0.23135 5 1.3095 0.23135 6 1.3235 0.23956 1 1.3637 0.34467 8 1.4062 0.35897 9 1.6133 0.3589T 10 1.6667 0.41281 11 1.7308 0.56547 12 1.8000 0.67466 l 13 1.8750 0.T5818 14 1.9132 0.71691 15 2.0931 0.71691 16 2.1429 0.89371 IT 2.6191 0.893T1 18 2.6849 0.14515 19 2.8380 0.73314 20 2.9301 0.65049 l 21 3.4375 0.65049 22 3.47FT 0.62560 23 3.7315 0.62560 24 3.7500 0.63406 1 25 4.0909 0.75F6T 26 4.7000 1.6T863 2T 5.0000 1.83934 28 5.6339 1.83934 1 29 5.6890 2.01066 30 5.851T 2.42631 31 6.1771 3.17456 32 7.549F 3.17456 33 T.8572 2.5163F 34 T.8944 2.28934 35 8.0163 2.28934 36 9.1666 1.34060 37 11.2820 0.67893 38 13.7500 0.42997 39 27.5000 0.308T6 40 39.5000 0.26068 1 u 1 TUSI-REFINED RFSPONSE SPFCTRA FOR INil*RNAL SIRUCT. OF R.B. SET NO. 4 = FLOOR RFSPONSE SPFCIRA FOR 1/2SSF; COMPONENT AX ; DAMPlNG = 0.01 g Y 5

m s_ FIGURE NO. 128-3 DIRECil0N 1 AT ELEVATION 832.50 FEET No. CF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 128 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 43 DAMPillG VALUE = 0.010 1 0.9000 0.13864 2 0.9783 0.15011 3 1.0242 0.15011 4 1.0714 0.22199 5 1.3160 0.22199 6 1.3235 0.22656 7 1.3637 0.32639 8 1.4062 0.33869 9 1.6371 0.33869 10 1.666T 0.36454 11 1.7308 0.49001 12 1.8000 0.56774 13 1.8150 0.62445 14 1.9132 0.64544 15 2.0852 0.64544 16 2.1429 0.74720 17 2.6191 0.74720 18 2.6849 0.61239 19 2.8111 0.56359 20 3.4375 0.56359 21 3.4574 0.55373 22 3.6666 0.55373 23 3.6673 0.55290 24 3.7500 0.55290 25 4.0909 0.63784 26 4.7500 1.32189 2T 5.6881 1.32189 28 5.6890 1.32248 29 5.851T 1.54907 30 6.1TF1 1.95886 31 7.549T 1.95886 32 7.85T2 1.54658 33 7.9020 1.36768 34 8.0763 1.36768 35 9.1666 0.71252 36 10.1258 0.59867 3T 11.2820 0.59867 38 11.6897 0.57347 39 11.8535 0.56138 40 13.7500 0.42621 41 15.0273 0.33985 42 27.5000 0.20609 43 39.5000 0.17518 1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 5 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.01 FIGURE No. 129-8 DIRECTION 1 AT ELEVATION 808.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 129 DECREE OF FREEDOM e 1 NUMBEk 0F GRIDS = 40 DAMPING VALUE = 0.010 1 0.9000 0.13567 2 0.9783 0.14503 3 1.0245 0.14503 4 1.0714 0.21365 5 1.3214 0.21365 6 1.3235 0.21498 7 1.3637 0.31012 8 1.4062 0.32063 9 1.6652 0.32063 10 1.6667 'O.32160 11 1.7308 0.42287 12 1.8000

0. 8s T260 13 1.8750 0.50544 14 1.9132 0.568s87 15 2.1009

0. 568s 8 T 16 2.1429 0.61674 17 2.6191 0.61674 18 2.6849 0.4941T 19 2.6983 0.48656 20 2.9980 0.48656 21 3.0000 0.49015 22 3.6666 0.49015 23 3.5736 0.48202 24 3.7500 0.8s8202 25 4.0909 0.53462 26 4.5000 1.01385 27 5.5000 1.01385 28 6.00J9 0.88917 29 7.549T 0.88937 30 7.85F2 0.69463 31 7.9219 0.56883 32 8.0763 0.56883 33 8.0765

~0.56814 34 11.2820 0.568T4 35 11.6897 0.55182 36 11.8535 0.54253 37 13.7500 0.43998 38 15.0271 0.31328 39 27.5000 0.12729 40 39.5000 0.11765 1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 6 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENI AX ; DAMPING = 0.01 ..GURE NO. 130-8 DIRECTION 1 AT ELEVATION 783.58 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 130 DECREE OF FREEDOM = 1 NUMBER OF GRIDS = 32 DAMPING VALUE = 0.010 1 0.9000 0.13275 2 0.9T83 0.14003 3 1.0250 0.14003 4 1.0714 0.20529 5 1.3095 0.20529 6 1.3227 0.20351 7 1.3235 0.20351 8 1.3637 0.29376 9 1.4062 0.30250 10 1.6853 0.30250 11 1.7300 0.35636 12 1.8750 0.44054 13 1.9132 0.48435 14 2.1404 0.48435 15 2.1429 0.48610 16 2.6191 0.48610 iT 2.6618 0.41419 18 2.96T8 0.41419 19 3.0000 0.46983 20 3.6666 0.46983 21 3.7121 0.41713 22 3.7500 0.41713 23 4.0909 0.44196 24 4.5000 0.73744 25 5.5000 0.T3144 26 6.0562 0.54585 27 11.2820 0.54585 28 11.689T 0.53345 29 13.7500 0.45054 30 15.02T3 0.29528 31 27.5000 0.07961 32 39.5000 0.07787 1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 7 FLOOR RESPONSE SPEClRA FOR 1/2SSE; COMPONENI AY ; DAMPING = 0.01 FIGURE No. 125-8 DIRECitoM 2 AT ELEVATION 905.75 FEET NO. OF SPECTRA = 1 BROADENED SPICTRUM FOR N00E= 125 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 33 DAMPING VALUE = 0.010 1 0.9000 0.10355 2 0.9183 0.10539 3 1.0238 0.10539 4 1.0714 0.15963 5 1.2963 0.15963 6 1.3235 0.17642 7 1.363T 0.22143 8 1.4062 0.23135 13 1.9132 ^ 0.23135 to 1.666T 0.269T9 11 1.8150 0.65584 12 1.9129 0.T1171 9 1.6114 0.T1186 14 2.3102 0.T1186 15 2.3190 0.73212 16 2.3220 0.73632 IT 2.8380 0.13632 18 3.0556 0.F1805 19 3.12T1 0.64480 20 3.5059 0.648s80 21 3.7500 - 0.94958 22 4.0993 0.94958 23 4.7000 2.16Tli 24 5.0263 2.16T11 25 5.1049 2.32019 26 5.4711 2.70820 2T 6.1664 2.10820 28 6.1711 2.T23T2 29 T.549T 2.T2312 30 T.85F2 2.29959 31 18s.3000 2.29959 32 27.5000 0.80000 (p t>E w-a

_~ 33 3?.5000 0.68576 y TUSB-REFileED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 8 FLOOR RESPONSE SPECTRA FOR 1/2SSE: COMPONENT AY ; DAMPING = 0.01 FICUftE NO. 126-8 DIRECTION 2 AT ELEVATION 885.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR 9000E= 126 DECREE OF FREEDOM = 2 MUMBER OF CRIDS = 35 DAMPING VALUE = 0.010 1 0.9000 0.10317 2 0.9783 0.10495 3 1.0240 0.10495 4 1.07188 0.15890 5 1.2969 -0.15890 6 1.3235 0.17522 7 1.3637 0.22609 . 8 1.4062 0.22948 9 1.6129 0.22948 10 1.666F 0.26584 11 1.8000 0.51418 12 1.8750 0.64526 13 1.9129 . 0.69974 14 1.9132 0.69988 15 2.3126 0.69988 16 2.3190 0.71458 17 2.3220 0.71810 18 2.8380 0.71810 19 3.0556 0.70311 20 3.1235 0.63625 21 3.5133 0.63625 22 3.7500 0.92335 23 4.1059 0.92335 24 4.7000 2.02630 25 5.0442 2.02630 26 5.1049 2.14515 27 5.3731 2.45293 28 5.4713 2.55397 29 6.6869 2.55397 30 6.9294 2.29118 31 7.5497 2.29118 32 7.8572 1.9170T 1 34 27.5000 0.74952 35 39.5000 0.56336 33 15.0273 1.9770T TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. 9 = FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPING = 0.01 FIGURE NO. 127-2 DIRECTION 2 AT ELEVATION 860.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR 9000E= 127 DECRFE OF FREEDOM = 2 NUMBER OF CRIDS = 37 DAMPING VALUE = 0.010 1 0.9000 0.10271 2 0.9783 0.1044I 3 1.0242 0.10441 4 1.0714 0.15G00 5 1.2976 0.15800 6 1.3235 0.17373 7 1.3637 0.22442 8 1.4062 0.22715 9 1.6150 0.22Tl5 10 1.666T 0.26089 11 1.8000 0.50466 12 1.8750 0.63195 13 1.9129 0.68467 14 1.9132 0.68482 15 2.3159 0.68482 16 2.3190 0.69879 17 2.3220 0.69519 18 2.8380 0.69519 19 3.0556 0.68567 20 3.1186 0.62549 21 3.5218 0.62549 22 3.7500 0.89124 23 4.1155 0.89124 24 4.7000 1.85575 25 5.0666 1.85575 26 5.1049 1.93142 27 5.3731 2.21422 28 5.4711 2.36734 29 6.6869 2.36T34 30 7.1521 1.86504 31 7.549F 1.75666 32 7.8572 1.58018 33 10.6383 1.58018 34 11.2820 1.57208 35 15.02T3 1.57208 36 27.5000 0.540T8 37 39.5000 0.40927 1 TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 10 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMP 1800 = 0.01 FIGURE NO. 128-8 DIREC1904 2 AT ELEVATION 832.50 FEET NO. OF SPECTRA = 1 BROADEftED SPECTRUM FOR 9000E= 128 DECREE OF FREEDOM = 2 NUMRER OF CRIDS = 34 DAMPING VALUE = 0.010 1 0.9900 6.10221 2 0.9183 0.10383 3 1.0244 0.10383 4 1.0T14 0.15706 5 1.2985 0.15706 6 1.3235 0.17214 7 1.3637 0.22262 8 1.4062 0.22465 9 1.6173 0.228s65 to 1.6667 0.25560 11 1.8000 0.494843 12 1.8750 0.61762 13 1.9129 0.66845 14 1.9132 0.66860 15 2.3202 0.66860 16 2.3220 0.67054 il 2.8380 0.67054 18 3.0556 0.66626 19 3.1129 0.61389 20 3.5269 0.61389 21 3.7500 0.85T89 22 4.1214 0.85789 23 4.7000 1.68283 24 5.0901 1.68263 25 5.1049 1.71229 26 5.3731 2.09221 27 5.4T11 2.1118F 28 6.6869 2.17787 29 7.8572 1.3552T 30 10.6383 1.3552F 31 11.2820 1.13822 32 15.0213 1.13822 33 27.5000 0.31579 34 39.5000 0.25528 1 TUSI-REFillfD InESFONSE SPECTRA F0ft INTERNAL STRUCT. OF R.B. SET NO. = 11 FLOOR RESPONSE SPECIRA FOR 1/2SSf; t.0MPONENT AY ; DAMP 19tC = 0.01 FICURE No. 129-8 DIRLCTION 2 AI El[ Vail 0N 808.00 FEET No. OF SPECTRA = 1 BROADINED SPECTRt[M FOR NODE = 129 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 38s DAMPINC V%LUE = 0.010 1 0.9000 0.10116 2 0.9183 0.10333 3 1.0245 O.10333 4 I.0i s 0,15623 5 1.2992 0.15623 6 1.3235 0.11014 7 f.363T 0.22104 8 1.406 ' O.22246 9 1.6195 0.22246 10 1.6667 0.25092 11 1.8000 0.48535 12 1.8150 0.60488 13 1.9129 0.65402 14 1.9332 0.654tF 15 2.3384 0.658s t i 16 2.38430 0.64900 g Y

~.. m u,, 17 3.0556 8.64900 18 3.1373 0.60355 19 3.5318 0.60355 20 3.7500 0.42941. 21 4.1391 0.42941 22 4.7000 1.54146 23 5.1115 1.54146 28 5.3731 1.94189 25 5.4711 2.02211 26 6.6869 2.02211 27 7.5814 1.18022 24 10.6343 1.14022-29 11.2420 0.86989 30 ft.689F 0.83692 31 11.9029 0.78986 32 15.0273 0.78916 33 27.5000 0.18904 34 39.5000 0.18197 1 ItBSI-REFINE 0 RESPOIDSE SPECTRA FOR INTERetAL SIRUCT. OF R.S. SET 800. = 12 FLOOR RESPOIISE SPECTRA 50R 1/2SSE; CoperestENT AY ; D484 PING = 0.01 F IGURE IIO. 130-8 DIREclical 2 At ELEVAil0el 783.58 FEET No. OF SPECTRA = 1 BROADEIIED SPEC 1Rupt FOR IIODEs 130 DEGREE OF FREEDOM = 2 IIUDIBER OF CRIDS = 35 DAMPilIG VALUE = 0.080 1 0.9000 0.10100 2 0.9783 0.80249 3 1.0252 0.1024:9 4 1.0714 0.1546F 5 1.3043 0.1546F 6 1.3235 0.16515 7 1.363F 0.21351 8 1.67F9 0.21351 9 1.8000 0.34366 10 1.8750 0.39992 11 1.9129 0.41283 12 1.9932 0.41291 13 2.1413 0.41298 14 2.1429 0.41as s2 15 2.3598 0.41412 16 2.5000 0.44713 17 2.7270 0.44733 18 2.8125 0.49842 19 3.0000 0.55062 20 3.5112 0.55062 21 3.7500 . 0.7983F 22 4.1571 0.79837 23 es.7000 1.3F848 24 5.0913 1.3F848 25 5.1049 1.42046 26 5.3731 1.80043 27 5.4711 1.4F355 28 6.6869 1.87355 29 7.5321 1.10865 30 10.6343 1.10865 31 11.2820 0.74370 32 11.4438 0.68793 33 15.0273 0.64793 34 2F.5000 0.155asi 35 39.5000 0.15123 1 TUSt-REFIIIED RE'StostSE SPECTRA FOR INTERIIAL STRUCT. OF R.S. SET 100. = 13 FLOOR REStostSE SMCTRA FOR 1/2SSE: CopePOSIENT AZ ; DA80PIIOC = 0.01 FIGURE NO. 125-4 DIRECT 1001 3 AT ELEVAil0II 905.75 FEET fu, OF SPECTRA = 1 afl0ADENED SPECintNt FOR IIODE= 125 - DECREE OF FREEDOM = 3 IIupmER Of GRIDS = 41 DAf4PilIG VALUE = 0.010-2 0.9000 0.15483 2 0.9375 0.16245 3 0.9783 0.17035 4 1.0231 0.17035-5 1.0714 0.2503F 6 1.2574 0.25037 7 1.3235 0.26864 8 1.3637. 0.38316 9 1.4062 0.41207 10 1.5630 0.41207 11 1.60F1 0.43455 12 1.6667 0.59956 13 1.7300 0.72415 14 1.8000 0.89099 15 1.4F50 1.04086 16 1.9129 1.07209 li 2.1031 1.07209 IS 2.1429 1.2112T 19 2.6191 1.21127 20 2.6672 1.08615 21 2.8344 1.08615 22 2.9752 0.90991 23 3.4375 0.90991 24 3.5436 0.79478 25 3.5003 0.798F8 26 3.7500 0.97414 27 4.0909 1.53693 24 4.8900 3.85452 29 5.3035 3.85452 30 5.6250 5.1 F6 70 31 5.6890 5.89F40 ~32 5.8709 5.94833 33 7.1755 5.94833 34 7.9538 3.54013 35 8.4811 2.85365 36 9.1666 2.48923 3F 10.6343 1.48034 38 11.8535 1.12072 39 13.7500 0.7FFF3 40 27.5000 0.50815 41 39.5000 0.48F31 1 TIPSI-REFIIIED RESP 0stSE SPECTRA F001 INTERetAL STRUCT. OF R.S. SET NO. = 14 FLOOR RESPOISSE SPECIRA IOR 1/2SSE; COIOP000Elli AZ ; DA80PIIIC = 0.01 FIGURE 180. 126-8 DIRECTION 3 AT ELEVATICII 885.50 FEET NO. OF SPECTRA = 1 BROADEISED SPECittWM FOR IIODE= 126 DEGREE OF FREEDOM = 3 IIUMBER OF G811DS = 41 DAMPl80G VALUE = 0.010 1 0.9000 0.15108 2 0.9783 0.16584 3 3.0234 0.16514 4 1.0714 0.24257 5 1.2S42 0.2425F 6 1.3235 0.25F46 F 1.363F 0.36788 8 1.4062 0.39340 9 1.5872 0.39340 to 1.60F1 0.40181 11 1.6667 0.4F867 12 f.7300 0.66204 13 1.8000 0.80453 14 f 8F50 0.92974 15 f.9129 0.95359 16 2.0982 0.95359 IF 2.1429 1.08894 IS 2.6191 1.08894 19 2.6794 0.94106 20 2.8344 0.94106 21 2.94419 0.82245 22 3.43F5 0.82245 23 3.529F 0.73486 24 3.5929 0.73486 25 3.7500 - 0.37880 26 4.0909 1.34467 27 4.8500 3.30F09 28 5.3433 3.30F09 29 5.6250 4.22588 30 5.6890 4.80748 31 5.8709 4.83194 32 7.1755 an.8 3 394 33 7.9538 2.83682 34 8.4811 2.29F14 35 9.1666 2.0923F 36 10.6383 1.22022 3F 11.2142 1.0F482 38 11.8535 1.07482 39 13.7500 0.68511 40 27.5000 0.42259 41 39.5000 0.40484 1 TUSI-REFileED RESP 08tSE SPECTRA FOR 8801ER88AL SIRUCT. OF R.B. SET No. = 15 FLOOR RESPGstSE SPECIRA 8 004 t/2SSE C000PoelENI AZ ; OAMPING = 0.01 (p 9

na-a FICURE NO. 127-0 ElRECil088 3 AT EEEVAil088 860.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOat te00E= 127 DECREE OF FREEDOM = 3 8eUa8ER OF CRIDS = 39 DAMPING VALUE = 0.010 1 0.9000 0.14636 2 0.9F83 0.15858 3 1.0238 0.15858 4 1.0714 0.23274 5 1.3059 0.23274 6 1.3235 0.28:339 7 1.363T 0.34865 8 1.4062 0.36988 9 1.6153 0.36988 10 1.6667 0.42F19 11 1.7308 0.58384 12 1.8000 0.69566 13 1.8F50 0.78983 14 1.9129 0.80439 15 2.0895 0.80439 16 2.1429 0.93489 17 2.6198 0.93489 18 2.6849 0.78562 19 2.8344 0.F5836 20 2.8922 0.71234 21 3.4375 0.71234 22 3.5076 0.65440 23 3.6142 0.65440 24 3.7500 0.758F9 25 4.0909 1.10259 26 4.9000 2.61779 2F 5.43F5 2.61FF9 28 5.6250 3.02855 29 5.6890 3.43499 30 6.9532 3.43499 31 F.1755 3.42614 32 7.8572 2.02562 33 8.4811 1.59636 34 9.1666 1.59265 35 10.45F5 1.01707 36 11.8535 1.01F07 37 13.7500 0.56860 38 27.5000 0.31625 39 39.5000 0.3013a 1 TUSI-REFIIOED. RESP 000SE SPECTRA FOR IMIER$1Al. STRUCT. OF R.B. SET NO = 16 G OOR RESP 00lSE SPECTRA FO't 1/2SSE: COMP 000ENT AZ ; DAMPilec = 0.01 FICURE 100. 128-8 DIRECTIO90 3 AT ELEVAil088 832.50 FEET NO. OF SPECTRA = 1 BROADEstED SPECTRUM FOR It00E= 128 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 37 DAMPING VALUE = 0.010 1 0.9000 0.14127 2 0.9783 0.15150 3 1.0242 0.15150 4 1.0714 0.22215 5 1.3138 0.22215 6 1.3235 0.22820 7 1.3637 0.32791 8 1.4062 0.34451 9 1.63F3 0.34451 to 1.666F 0.37168 11 1.F308 0.49953 12 f.8000 'O.5F828 13 1.8750 0.63897 14 1.9129 0.65756 15 2.0815 0.65756 16 2.1429 0.76876 17 2.6198 0.768F6 18 2.6849 0.63236 19 2.7666 0.59363 20 3.4375 0.59363 21 3.4FFI 0.56F66 22 3.6408 0.56766 23 4.0909

0. 8ta l 58 24 Is.8500

1. 8 Fis52 2

25 5.6653 1.87452 26 5.6890 1.95485 27 6.9532 1.95485 28 7.1521 1.91489 29 F.1755 1.91007 30 T.83F3 1.05380 31 9.1666 1.05380 32 9.6886 0.95485 1 33 11.8535 0.95485 34 13.7500 0.ts6229 35 15.8273 0.38696 36 2F.5000 0.21747 3F 39.5000 -0.20187 1 it*SI-REFINED RESPollSE SPECTRA FOR INTERNAL STRUCT. OF R.8. SET NO. = 17 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPlNC = 0.01 FIGURE NO. 129-8 DIRECTION 3 At ELEVATION 808.tt0 FEET No. OF SPECTRA = 1 BROADEMED SPECTRUM FOR NODES 129 DECREE OF FREEDOM = 3 liUMBER OF CRIDS = 32 DAMPING VALUE = 0.010 1 0.9000 0.13673 2 0.9783 0.14520 3 1.0246 0.14520 4 1.0714 0.212F2 5 1.3203 0.212F2 6 1.3235 0.21479 7 1.3637 0.30943 8 1.4062 0.32191 9 1.6662 0.32191 to 1.6667 0.32225 11 1.7308 0.424'43 12 1.8000 0.47374 13 1.8750 0.50460 14 1.9129 0.56322 15 2.0964 0.56322 16

2. 18:29 0.62075 IF 2.6393 0.620F5 18 2.6849 0.49582 19 2.6959 0.48932 20 2.99FF 0.48932 21 3.0000 0.a9315 22 3.7061 0.ts9375 23 3.7500 0. 5 18:29 24 8s.0909 0.60916 s

25 te.5000 1.23267 26 5.5000 1.21267 2F 6.0000 0.89988 28 10.7500 0.8998se 4 29 13.7500 - 0.45834 30 15.82F3 0.36736 31 27.5000 0.12954 32 39.5000 0.11412 ,1 TUSt-REFINED RESPONSE SPECTRA FOR INIERNAL SIPUCf. OF R.B. SET No. = 18 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENI AZ ; DAMPINC = 0.01 FOCURE ho. 130-8 DIRECTION 3 AT ELEVATION 783.58 FEET Mo. OF SPECTRA = 1 I, BROA0f MFD SPECTRUM FOft N00E= 130 DFCREE OF FREEDON = 3 NUMBER OF CRIDS = 30 DANPINC VALUE = 0.0-30 1 0.9000 0.11284 2 0.9783 0.13949 3 1.0250 0.139te9 8e

1. 0 F IIs 0.20475 5

1.3230 0.204F5 6 1.3235 0.205 1 F 1.363F 0.29248 8 1.a062 0.3011s9 s 9 1.6850 0.3018s9 to I.F308 0. 3 58:39 11 1.8750 0.43843 12 1.9129 0.4F724 13 2.1318 0.4 F F24 14 2.1429 0.48517 15 2.6198 0.485tl 16 2.6658 0.40268 i IF 2.9626 0.t:0268 18 3.0000 0.46605 19 3.6666 0.Es6605 20 3.7055 0.42869 8 8.5000 0.6526F 23 8.7041 0.6526F 28s 9.2308 0.73975 23 4.09fs6 0.ts2469 22 8 25 9.6983 0.84258 26 11.8535 0.84258 2F 13.7500 0.44265 28 15.82F3 0.38069 4 29 2F.5000 0.09236 30 39.5000 0.07898 W T

,,,., = _ _. _7 l r ) TUSt-REF BIOED RESPOIOSE SPECTRA FOR INTER 80AL STRUCT. OF R.B. SET 100. = 1 FLOOR RESPOIOSE SPECTRA f 0R 1/2SSE; C004PoetENT AX ; DAIOPIIIC = 0.02 W FIGURE NO. 131-8 DIRECTIcel 1 AT ELEVAT1001 905.75 FEET 'No. OF SPECTRA = 1 i SROA0EleED SPECTRUM FOR ISODE= 131 DECREE OF FREE 0004 = 1 IIUMBER OF CRIDS = 42 DAMPIIIC VALUE = G.020 1 0.9000 0.13925 2 0.9783 0.15634 3 1.0228 0.16280 4 1.0714 0.20544 5 1.2031 0.20544 6 1.2500 0.22302 7 1.3235 0.24103 8 1.3637 0.29229 9 1.4062 0.30113 to 1.4531 0.30113 11-1.5e00

0.33163 12 1.60Fl 0.3F061 13 1.6667 0.42895 14 1.7308 0.55969 15 1.8750 0.74824 16 2.0766 0.74824 1

17 2.1429 0.78504 18 2.6191 0.78504 19 .2.7521 0.77732 20 2.8380 0.75734 21 2.8948 0.72284 22 3.0403 0.59398 23 3.4375 0.59398 24 3.4522 0.59072 25 3.6538 0.59072 26 3.7500 0.66502 21 4.0909 0.84130 28 4.5000 1.49284 29 4.7493 1.85531 30 5.00E0 2.17463 31 5.5461 2.17463 32 6.1771 3.65788 33 7.5497 3.6578C 34 7.8572 3.14545 35 7.9494 2.79745 36 8.0763 2.79F45 37 9.1666 1.95054 38 11.2820 0.92479 39 13.7500 0.56917 to 15.8273 0.50305 41 27.5000 0.45796 42 39.5000 0.39375 i I TUSI-REFateED ItESPOOOSE SPECTRA FOR leIIERetAL STRUCT. OF R.B. SET NO. = 2 FLOOR RESPOIISE SPECTRA 50R 1/2SSE; CDs,PoetENT AX ; DAMPilec = 0.02 FIGURE 100. 132-8 DIREC11000 1 AT ELEVATION 885.50 LEET NO. OF SPECTRA = 1 s BItOA0EstED SPECTRUM Feet ISODE= 132 DECREE OF FREEDOM = 1 IIUMBER OF CRIOS = 42 DAMPIIOC VALUE = 0.020 i 1 0.9000 0.13665 2 0.9375 0.14431 3 0.9783 0.15228 4 1.0228 0.15814 5 1.0714 0.19925 6 1.2076 0.19925 7 1.2500 0.21370 8 1.3235 0.23030 9 1.3637 0.28132 10 1.4062 0.28935 11 1.4606 0.28935 12 1.5000 0.31231 13 1.6071 0.34513 14 1.6667 0.39804 15 1.7308 0.51554 16 1.8750 0.67769 .i 17 2.0769 0.67769 18 2.1429 0.71521 19 2.6198 0.71521 20 2.7521 0.69222 l 21 2.8380 0.67149 22 2.8948 0.64170 23 3.0171 0.54812 24 3.4375 0.5489Z 25 3.4725 0.54056 26 3.6507 0.54056 27 3.7500 0.60997 28 4.e909 0.76068 i 29 4.5000 .1.31886 30 4.7493 1.61045 31 5.0000 1.86765 32 5.5663 1.86765 33 6.1771 .3.03356 34 7.5497 3.03356 35 7.85F2 2.59995 36 7.9529 2.30023 'l 37 8.0763 2.30023 38 9.1666 1.57871 39 11.2820 0.7F829 40 13.7500 0.48032 41 36.3036 0.34765 42 39.5000 0.33385 23 3 ? TUSI-REFIIIED RESP 000SE SPECTRA FOR INTERetAL STRUCT. OF R.B. SET NO. = } FLOOR RESPostSE SPECTRA IOR 1/2SSE; COMroIIENT AX ; DAMPileG = 0.02 i F1CultE No. 133-8 DIRECT 10N 1 AT ELEVATION 860.00 FEET NO. OF SPECTRA = 1 I j 80tOADENED SPECTRUM. F00t se00E= 133 DECREE OF FREIDOM = 1 leUMBER OF CRIDS = 41 DAMPIIIG VALUE = 0.020 i 1 0.9000 0.13337 2 0.9375 0.14019 3 0.9783 0.14F17 4 1.0228 0.15228 l 5 1.0114 0.19146 6 1.2146 0.19146 7 1.2500 0.20196 8 1.3235 0.21679 j 9 f.3637 0.26F50 to 1.4062 0.27408 11 1.4727 0.21408 12 1.5000 0.28799 13 1.6071 0.31308 14 1.6667 0.35916 15 1.7308 0.45998 16 1.8750 0.58889 i { 21 2.8948 . 0.58889 18 2.1429 0.62731 19 2.6191 0.62T31 20 2.8380 0.56341 17 2.0694 0.53955 22 2.9F4F 0.49053 23 3.4375 0.49053 24 3.4999 0.47754 1 25 3.6455 0.4 T 754 26 3.7500 0.54104 2T 4.0909 0.66010 28 4.5000 1.10I20 1 29 4.7493 1.30311 30 5.0000 1.48189 31 5.6083 1.48189 32 6.1771 2.24819 i 33 7.5491 2.24819 34 7.85F2 1.91366 35 7.9538 1.68913 36 8.0763 1.67523 J 3F 9.1666 1.11110 38 11.2820 0.5 % 09 39 13.7500 0.394?1 Is0 36.3036 0.26451 41 39.5000 0.25416 1 W 4 q IUSI-REFINED RESPONSE SPECTRA FOR INIFRNAL SIRUCi. OF R.B. SET NO. = )

~ _ - -- ---.- -_- n. FLOOR CESPOIISE SPECTRA FOR 1/2SSE; COMP 000E;;T AM ; DAMPillC = 0.02 FICURE 900. 134-9 D i';EC T I ON 1 AT ELEVAT1006 832.50 FEET NO. OF SPECTRA = 1 8ROADE90ED SPECTRUM FOR IIODE= 134 DECR(( OF FREEDOM = 1 10 UMBER OF CRIDS = 49 DAMPINC VALUE = 0.020 1 0.9000 0.13004 2 0.9375 0.13576 3 0.9783 0.14166 4 1.0228 0.14596 5 1.0714 9 1.3637 0.18325 6 1.2257 0.18325 7 1.2500 0.18933 8 1.3235 0.20225 0.25262 10 1.4062 0.25783 11 1.4908 0.25783 12 1.5000 0.26177 13 1.60F1 - 0.28167 14 1.6667 0.31727 15 1.7308 0.40012 16 ' 1.8750 0.49321 IF 2.0413 0.49321 18 2.1429 0.53255 19 2.6891 0.53255 20 2.6849 0.4F524 21 2.7500 0.47033 22 2.7521 0.47005 23 2.8380 0.44689 24 2.8948 0.42943 1 25 2.8964 0.428F0 26 3.4375 0.428F0 27 3.4771 0.42225 28 3.6688 0.42225 29 3.7500 0.46F40 30 4.0909 0.55343 31 4.5000 0.86956 32 4.7493 0.97407 33 5.0000 1.06F95 34 5.7298 1.06795 35 5.851T 1.16416 36 6.1771 1.40383 g 37 7.549F 1.40383 38 7.8572 1.17574 39 7.9538 1.03558 40 8.0763 1.00511 41 9.1666 0.60929 42 10.3673 0.47221 43 11.2820 0.4F221 44 11.6897 0.46003 45 11.8535 0.453F3 46 13.7500 0.37924 47 15.02F3 0.30554 48 27.5000 0.19310 3 i 49 39.5000 0.16923 1 TUSB-REFil0ED RESPOIISE SPECTRA FOR INTERNAL STRUCT. OF R.E. SET NO. = 5 ] FLOOR RESP 08ISE SPECTRA FOR 1/2SSE; COMPONENT AM ; DAMPitic = 0.02 FIGURE.No. 135-8 DIRE CT 1081 1 AT ELEVA11000 808.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR Is00E= 135 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 42 DAMPipec VALUE = 0.020 1 1 0.9000 0.12T19 2 0.9783 0.13676 3 1.0228 0.14034 4 1.0714 0.17729 i 5 1.2462 0.17729 6 1.2500 0.17808 7 1.32?3 0.19102 8 1.3637 0.23936 9 1.4062 0.2433F 10 1.5176 0.24337 11 1.6667 0.28328 12 1.7308 0.34686 i 13 1.8750 0.40809 14 1.9132 0.42050 15 2.0380 0.42050 16 2.1429 0.44819 t 17 2.6191 - 0.44819 18 2.6849 0.37899 19 2.7500 0.36F95 20 2.7753 0.36F95 23 2.8125 0.3739F 22 3.4375 0.3739F 23 3.4401 0.37367 24 3.6804 0.37367 j 25 3.7500 0.40289 26 4.0909 0.46151 27 4.5000 0.66992 28 5.0000 0.70626 29 6.1112 0.70626 30 6.2810 0.66243 31 7.5497 0.66243 32 7.8572 0.52802 4 33 8.0763 0.42700 34 9.2105 0.42700 35 9.2308 0.42859 36 11.2820 0.42859 3F 11.6897 0.42557 38 11.8535 0.42228 39 13.7500 0.38104 40 15.0273 0.27100 4 41 27.5000 0.11754 42 39.5000 0.11468 i TUSI-REFlIIED RESP 000$E SPECTRA FOR 181TER8sAI. STRUCT. OF R.8. SET 000 6 = FLOOR RESP 000SE SPECTRA FOR 1/2SS[; COMPONENT AM ; DAMPlf0C = 0.02 ] FIGURE No. 136-8 DIRECTIO88 1 AT ELEVAil0N 783.58 FEET NO. OF SPECTRA = 1 l SROADENED SPECTRUM FOR peoDE= 136 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 33 DAMPINC VALUE = 0.020 1 0.9000 ~ 0.12440 2 0.9783 0.13194 3 1.0228 0.13483 4 1.0714 0.17148 j 5 1.2722 -0.17148 6 1.3235 0.18018 F 1.3637 0.22602 8 1.4062 0.22880 8 9 1.5862 0.22880 to 1.60F1 0.23204 11 1.7308 0.29411 12 1.8000 0.29582 j 13 1.8750 0.35034 14 1.9332 0.35738 15 2.1179 0.35F38 16 2.1429 0.36357 17 2.6191 0.36357 18 2.6362 0.3422F 19 2.9765 0.3422F 20 3,0000 0.35361 i 21 3.6666 0.35361 22 3.6872 0.34372 23 3.7500 0.343F2 24 4.0909 0.37936 1 25 4.5000 0.49308 26 5.5000 0.49308 27 F.2F89 0.39370 28 9.5643 0.39370 l 29 11.6897 0.39370 30 13.7500 0.38069 31 15.02F3 0.24F85 32 27.5000 0.07892 33 39.5000 0.0FF47 1 4 l TUSI-REFINED RESP 08tSE SPf CTRA ton INTERNAL SIRUCT OF R.8. SFT NO. = 7 i FLOOR RESPONSE SPfCIRA TOR 1/2SSE; COMP 000EMI AY ; DAMPING = 0.02 j FIGURE NO. 131-8 IIRfCTION 2 AI LtfVA11088 905.75 Fiff No. OF SPECTRA = 1 1 BROADf 80FD SPf CTRUM FOR IIODE= 131 DECRIE OF FREfDOM = 2 NUMBER OF CRIDS = 39 DAMPINC VALUE = 0.020 1 0.9000 0.09442 2 1.0228 0.10244 3 3.0714 0.13172 4 1.2300 0.13172 5 1.2500 0.13761 6 1.2921 0.13F61 F 1.363F 0.18624 8 1.499F 0.18624 ) 9 1.5000 0.18631 10 1.6071 0.20699 il I.666F 0.24705 12 1.7308 0.31026 W 1 c* 1 l I

~ n-m------ _y 13 1.8000 C.41321 14 1.8750 @.50880 15 1.9129 0.52733 16 1.9132 0.52735 17 2.3026 0.52735 18 2.3190 0.53663 19 2.3220 0.53789 20 2.3684 0.54049 21 2.8948 0.54049 22 3.0556 0.50953 23 3.1378 0.48431 28s 3.3018 0.481s31 25 3.4616 0.51048 26 3.7500 0.75954 27 4.0909 0.87897 28 4.5000 1.55915 29 4.7493 1.68919 30 5.1049 1.85832 31 5.3731 2.17257 32 6.5671 2.1725T 33 6.6869 2.08650 34 6.852T 3.95107 35 7.549T 1.95107 36 7.8572 1.79102 1 3F 14.2000 1.79102 38 27.5000 0.80000 39 39.5000 0.66127 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SLT No. = 8 FLOOR RESPONSE SPECIRA FOR 1/2SSE; COMPONENT AY ; DAMPINC = 0.02 FIGURE No. 132-8 DIRECil04 2 AT ELEVAiloh 885.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 132 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 36 DAMPINC VALUE = 0.020 1 0.9000 0.09402 2 1.0228 0.10181 3 1.0714 0.1310fs 4 1.2301 0.13104 5 1.2500 ,0.13664 6 1.2922 0.13664 7 1.363T 0.18502 8 1.5039 0.18502 9 1.6071 0.20446 to 1.6667 0.23861 11 1.F308 0.30585 12 1.8000 0.40739 13 1.8750 0.50021 14 1.9129 0.51904 15 2.3099 0.51904 16 2.3190 0.52405 17 2.3220 0.52530 18 2.3684 0.52893 19 2.8948 0.52893 20 3.0556 0.49949 23 3.1332 0.47704 22 3.3202 0.47704 23 3.4616 0.49604 24 3.7500 0.73763 25 4.0909 0.83796 26 4.5000 1.46286 27 5.1049 1.72050 28 5.3731 2.04887 29 6.5671 2.0488T 30 6.6869 1.96054 31 7.0766 1.64550 32 7.5497 1.64550 33 7.8572 1.54038 34 15.0273

1. 58e038 35 27.5000 0.71412 36 39.5000

'O.5's189 1 TUSI-REFINED RESPO'NSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. 9 = FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPINC = 0.02 FICURE NO. 133-8 DIRECTION 2 AT ELEVATION 860.00 FEET No. OF SPECTRA = 1 l BROADENED SPECTRUM FOR N00E= 133 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 35 DAMPINC VALUE = 0.020 1 0.9000 0.09352 2 1.0228 0.10103 3 1.0714 0.13021 4 1.2316 0.13023 5 1.2500 0.13543 6 1.2925 0.13543 7 1.3637 0.18349 8 1.5094 0.183ss9 9 1.6071 0.20130 10 1.666T 0.23430 11 1.7308 0.30034 12 1.8000 0.40008 13 1.8750 0.48941 14 1.9129 0.50862 15 2.3193 0.50862 16 2.3220 0.50950 1F 2.3684 0.51439 18 2.8948 0.51439 19 3.0556 0.48688 20 3.1224 0.46790 21 3.3243 0.46790 22 3.4616 0.48549 23 3.7500 0.71086 24 4.0909 0.78845 25 4.5000 1.3459 26 5.1049 1.55244 27 5.3731 1.89881 28 6.5671 1.89881 1 29 6.6869 1.80860 30 7.1521 1.43344 38 7.549F 1.26909 32 7.8572 1.22591 33 15.02T3 1.22591 38e 27.5000 0.51215 35 39.5000 0.39160 ^ l = 10 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. l FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONfMi AY ; DAMPINC = 0.02 FICURE 900 134-8 DIRECTION 2 AT ELEVAil0N 832.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 134 DECRIE OF FREEDOM = 2 NUMA[R OF CRIDS = 36 DAMPING VALUE = 0.020 1 0.9000 0.09301 2 1.0228 0.10020 3 1.0184 0.12933 4 1.2326 0.12933 5 1.2500 0.13434 6 1.2921 0.13414 T 1.3631 0.18186 8 1.5158 0.18186 9 1.6071 0.19798 to 1.6667 0.22970 11 1.7308 0.29441 12 1.8000 0.39221 13 1.8750 0.47119 14 1.9129 0.49F39 15 2.3379 0.49139 16 2.3384 0.49735 IF 2.3579 0.8s9735 18 2.3684 0.49875 19 2.8948 0.49875 20 3.0556 0.4T338 21 3.1120 0.45804 22 3.3251

0. 8e 5804 23 3.4686 0.47505 24 3.7500 0.68514 25 4.0909 0.13825 26 4.5000 1.22663 27 4.7493 1.2631T 28 5.0000 1.28606 29 5.3731 1.14588 30 6.5673 1.74588 31 7.8240 0.89234 32 10.6383 0.89234 33 12.2951 0.88963 34 15.02F3 0.88963 35 27.5000 0.29318 36 39.5000 0.24310 1

11 TUSt-R[ FINED RESPONSE SPECTRA FOR INifRNAL SIRUCI. OF R.B. SFI NO. = FLOOR RESPONSE SPECIRA IOR 1/2SSF; COMPONINI AY ; DAMPINC = 0.02 FICURE*NO. 135-8 DIRICil0N 2 AT ELEVATION 808.00 IEET NO. OF SPECTRA = I tu J

-7 BROADEleE3 SPECTRUM FOR N00E= 135 DECREE OF FCEEDOM = 2 NUMBER CF CRIDS = 37 DAMPINC VALUE = 0.020 1 0.9000 @.0S'59 2 1.C228 0.0994T 3 1.0714 0.12857 4 1.2336 @.12857 5 1.2500 0.13301 6 1.2929 0.13301 7 1.363T 0.1808:2 8 1.521T 0.18042 9 1.60F1 0.19492 10 1.6667 0.22563 11 1.F308 0.28916 12 1.8000 0.38523 13 1.8750 0.46F46 14 1.9129 0.48F41 15 2.3379 0.48F48 16 2.3384 0.48135 17 2.3435 0.48484 ff 2.8948 0.48484 19 3.0556 0.46125 20 3.1019 0.44927 21 3.3269 0.4492T 22 3.4616 0.46579 23 3.F500 0.65957 24 4.0909 0.69688 25 4.5000 1.12813 26 4.7493 1.13F86 27 5.0000 1.1430T 28 5.3731 1.619's7 29 6.5671 1.61947 30 7.9538 0.7T368 31 10.6383 0.76368 32 11.2820 0.64512 33 11.6897 0.63664 34 11.8319 0.61917 35 15.0273 0.619tT 36 21.5000 0.18906 37 39.5000 0.10200 1 TUSI-REF110ED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET No. = 12 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPittC = 0.02 FIGUftE NO. 136-8 DIRECil0N 2 AT ELEVAil0N 781.58 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 136 DECREE OF FREEDOM = 2 NUM8ER OF CRIDS = 32 DAMPING VALUE = 0.020 1 0.9000 0.09188: 2 1.0228 0.09781 3 1.0714 0.12706 4 1.2453 0.12106 5 1.2500 0.12823 6 1.2943 0.12823 7 1.3637 0.17309 8 1.6388 0.17309 9 1.666T 0.18176 10 1.8000 0.27470 11 1.8750 0.31134 12 1.9129 0.31849 13 2.3126 0.31841 14 2.36884 0.32408 15 2.64TI 0.33572 16 2.8125 0.3719T IT 3.0000

0. 8so l08s 18 3.2301 0.40104 19 3.4616 0.43655 20 3.7500 0.63247 21 4.0909 0.64894 22 4.5000 1.01091 23 5.0000 1.01110 24 5.1049 1.16656 25 5.3F31 1.50115 26 6.5671 1.5015 2T 7.8572 0.716FI 28 10.6383 0.71671 29 11.3561 0.54593 30 15.02F3 0.54193 31 21.5000 0.15642 32 39.5000 0.15189 1

TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. 13 = FLOOR RESPostSE SPECTRA FOR 1/2SSE; COMP 08 TENT AZ ; DAMPINC = 0.02 FIGURE No. 131-8 DIRECTION 3 AT ELEVAil04 905.75 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR IIOOE= 131 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 40 DAMPINC VALUE = 0.020 1 0.9000 0.14573 2 0.9375 0.154F5 3 0.9783 0.16161 4 1.0228 0.16689 5 1.0T14

0. 20 T58 6

1.1982 0.20F58 7 1.2500 0.22979 8 1.3235 0.24699 9 1.3637 0.29883 to 1.4062 0.31880 11 1.462T 0.31880 12 1.5000 0.34298 13 1.6071 0.38363 14 1.6667 0.44925 15 1.7308 0.58003 16 1.8750 0.78886 17 1.9129 0.79088 18 2.0890 0.79088 19 2.1429 0.8528T 20 2.6198 0.85287 21 2.7500 0.84066 22 2.8344 0.81557 23 2.8948 0.77364 24 3.0083 0.67220 25 3.5174 0.67220 26 3.1500 0.83F52 2T 4.0909 1.38814 28 is.5000 2.51049 4 29 4.7493 2.753T1 3G 5.18F6 2.753T1 31 5.6890 4.23272 32 6.9532 4.23272 33 7.8572 2.91029 34 8.4811 2.29647 35 9.1666 2.009r:2 36 10.6383 1.27246 3T 11.8535 0.99094 38 13.7500 0.72T80 39 27.5000 0.50196 40 39.5000 0.48343 1 TUSt-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 14 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DfJ4PINC = D.02 FICURE No. 132-8 DIRfCil0N 3 Al ELEVATION 885.50 TEET No. OF SPECTRA = 1 BROADFNED SPECTRUM FOR N00E= 132 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 41 DAMPINC VALUE = 0.020 1 0.9000 0.14211 2 0.9315 0.15026 3 0.9183 0.15652 4 1.0228 . U.16134 5 1.0114 0.200T3 6 1.1961 0.200F3 F l.2500 0.21901 8 1.3235 ' O.32132 0.23491 1.a698 0.3038s8 12 1.5000 9 1.3637 0.28635 10' 1.4062 0.30348 11 s 13 1.6071 0.3552F 14 1.6661 0.41433 15 1.F308 0.53169 16 1.8150 0.10938 ~ 17 2.0598 0.10938 18 2.1429 0.i6962 19 2.6191 0.76962 20 2.7500 C.74238 23 2.834's 0.71161 22 2.8948 0.68161 23 2.989's 0.60811 24 3.580T 0.606F1 25 3.7500 0.F5318 26 4.0909 3.179R5 .27 4.1500 2.15590 28 te.9000 2.33tsr e 29 5.2102 2.3314T 30 5.6250 3.28341 31 5.6890 3.45351 32 6.9532 3.45351 33 1.8512 2.33823 34 8.4811 1.85299 35 9.1666 1.68682 36 10.6383 1.05100 3T 19.2820 0.918s33 38 't.8535 0.90103 39 13.7500

0. 6 3 fspra 40 27.5000 0.41T20 8:1 39.5000 0.4018s8

~ ,s, 1 ] TUSI-REFINED RESPostSE SPECTRA FOR INTERNAL. STRUCT. OF R.B. SET NO. = 15 FLOOR RESPostSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPINC = 0.02 FICURE No. 133-8 DIRECTION 3 AT ELEVAil0N 860.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR le00E= 133 DECREE OF FREEDOM = 3 leustER OF CRIDS = 41 DAMP 1NC VALUE = 0.020 1 0.9000 0.13755 2 0.9375 0.14461 3 0.9783 0.15010 4 1.0228 0.15437 5 1.0F14 0.19210 6 1.2041 0.19210 7 1.2500 ' O.20556 8 1.3235 0.21978 9 1.363F 0.27063 to 1.4062 0.28417 11 1.4810 0.284 T 12 1.5000 0.29404 13 1.6071 0.31956 14 1.6667 0.37037 15 1.7308 0.47083 16 1.8F50 0.61018 17 2.0601 0.61018 18 2.1429 0.664F9 19 2.6198 0.66419 20 2.8344 0.59426 21 2.8948 0.56585 22 2.9548 0.52878 23 3.4375 0.52878 24 3.5266 0.49447 e 25 3.5400 0.4944F 26 3.7500 0.64701 2T 4.0909 0.96797 28 4.7500 1.70942 29 4.9000 1.199FF 30 5.2602 1.79977 31 5.6250 2.3571T 32 5.6890 2.47228 33 6.9532 2.47228 34 7.5497 1.87062 35 8.4811 1.29454 36 9.1666 1.28060 37 10.5091 0.85189 38 11.8535 0.85189 39 13.7500 0.51605 40 27.5000 0.31610 41 39.5000 0.30124 1 TUSI-RETINED RESPoelSE SPECTRA FOR INTERitAL STRUCT. OF R.8. SET Mo. = 16 FLOOR RESP 000SE SPECTRA FOR 1/2SSE; COMP 000ENI AZ ; DAMPlNC = 0.02 FOCURE 800. 134-8 OfRECTION 3 AT ELEVATION 832.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 134 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 41 DAMPlNC VALUE = 0.020 1 1 0.9000 0.83264 2 0.9375 0.13851 3 0.9783 0.14319 as 1.0228 0.14684 1 5 1.0 T14 0.182F9 6 1.2161 0.18279 7 1.2500 0.19100 8 1.3235 0.20343 9 1.3637 0.25368 10 1.4062 0.26336 11 1.49F2 0.26336 12 1.5000 0.26463 13 1.60F1 0.28425 14 1.666T 0.32297 15 1.7308 0.40521 16 t.8750 0.50323 IF 2.0383 0.50323 18 2.1429 0.55173 19 2.6191 0.55173 20 2.6849 0.49300 21 2.7500 0.48516 22 2.7521 0.48469 23 2.8344 0.46123 24 2.8898 0.4t:261 25 3.4375 0.44261 26 3.4869 0.43035 2F 3.56T7 0.43035 28 4.0909 0.73952 29 4.9000 1.22808 30 5.4820 1.22801 31 5.6215 1.35627 32 5.6890

1. as t e.09 33 6.9532 1.41409 34 7.9055 0.84259 35 9.1666 0.84259 36 9.5027 0.79895 3F 11.8535 0.79895 38 13.7500 0.40639 39 15.82T3 0.34508 40 27.5000 0.21438 41 39.5000 0.19996 1

TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET No. = 17 FLOOR RESPONSE SPECIRA FOR 1/2SSE; COMPONENT AZ ; DAMPlNG = 0.02 FICURE 800 135-8 DIRECTION 3 AT ELEVATION 808.00 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR 8000E= 135 DECREE OF FREEDOM = 3 NUMBER OF GRIDS = 34 DAMPINC VALUE = 0.020 1 0.9000 0.12826 2 0.9375 0.13309 3 0.9783 0.13T03 as 1.0228 0.1401as 5 1.0714 0.17636 6 1.2414 0.17636 7 1.2500 0.11804 8 1.3235 0.19083 9 1.3637 0.23858 to 1.4062 0.24482 11 1.53F6 0.24482 12 1.60T1 0.25625 l 13 1.6667 0.28488 14 1.7308 0.346T7 15 1.8750 0.40799 16 1.9129 0.41991 IF 2.0341 0.41991 18

2..'829 0.45101 19 2.6191 0.45101 20 2.6849 0.38230 i

21 2.7491 0.36F24 22 2.98F0 0.36F24 23 3.0000 D.37609 2as 3.6293 0.37609 25 3.7500 -O.43070 26 4.0909 0.53613 2T 4.5000 0.7993T 28 5.5000 0.79937 29 9.6983 0.75184 30 11.8535 0.75184 31 13.7500 0.395F9 32 15.82F3 0.32082 33 27.5000 0.12384 34 39.5000 0.1121:1 i 1 TUSB-REFINED RESPoeISE S?ECTRA FOR INTERNAL STRUCf. OF R.B. SET NO. = 18 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMP 000ENI AZ ; DAMPING = 0.02 FICORE No. 136-8 DIRlCIION 3 AI [LEVATION 783.58 FEET No. OF SPECTRA = 1 BROADENFD SPEC 1RINI FOR 9000E= 136 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 36 DAMPINC VALUE = 0.020 1 0.9000 0.12452 2 0.9375 0.12836 3 0.9783 0.13148 4 1.0228 0.13813 5 1.0114 0.17081 6 1.2703 0.1T081 7 1.3235 0.17961 8 1.3631 0.22468

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6 mm f N@ Ogen @ wwNNNmm ee*ON@e mmNes@C NmOmeme me23mCe N. m. m m. W. N. O. C000000 t wee @ m NNam e Q*m@ m @ m.@.@. c. @. c. i a m N = e m m N e W. ww=NNmm W@ReNM4 me==g@g emmmeNN NXcem*m N. m. m. M. M. @. N. 0000000 An=@Cem Nem@ CON mm-@CmN

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~ 1 TUSI-REFINED RESP 00lSE SPECTRA FOR IMIERNAL STRUCT. OF R.B. ' SET NO. = 1 FLOOR RESP 08tSE SPECTRA FOR SSE; COMPONENT AX ; DAMPlNG = 0.02 FIGURE NO. 101-R DIRECil0N I AT ELEVATION 905.75 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR pl0DE= 101 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 46 DAMPINC VALUE = 0.020 1 0.9000 0.21612 2 0.9783 0.30273 3 1.0228 0.31390 4 1.0714 0.40419 5 1.2136 0.40419 6 1.2500 0.42864 7 1.3235 0.46263 8 1.363T 0.57627 9 1.4062 0.5942T 10 1.4584 0.5942T 11 1.5000 0.64745 12 1.6071 0.70347 13 1.6667 0.81320 14 1.7308 1.01390 15 1.8750 1.25714 16 1.9132 1.30110 IF 1.99F3 1.30110 18 2. 18 29 1.51257 19 2.6191 1.5125F 20 2.6759 f.40498 21 2.7521 1.40498 22 2.8344 1.35937 23 2.8380 1.35737 24 2.8948 1.29242 25 3.0556 1.08269 26 3.0672 1.07123 21 3.4375 1.07723 28 3.4664 1.06769 29 3.6063 1.06169 30 3.7500 1.26778 31 4.0909 1.63836 32 4.5000 2.71845 33 4.7493 3.18528 34 4.9806 3.56501 35 5.0000 3.59453 36 5.558T 3.59453 37 5.6890 3.95154 38 6.17F1 4.9510T 39 7.5497 4.9510T 40 7.8572 4.56611 41 8.0763 3.81990 42 9.1666 3.30691 43 11.2820 1.60210 44 13.7500 0.89942 45 15.8273 0.81890 46 39.5000 0.60179 1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 2 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPING = 0.02 FIGURE NO. 102-8 DIRECiloN 1 AT ELEVAlloff 885.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 102 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 45 DAMPlNG VALUE = 0.020 1 0.9000 0.2F134 2 0.9783 0.29603 3 1.0228 0.30628 4 1.0714 0.39285 5 1.2179 0.39285 6 1.2500 0.41249 i 1.3235 0.4:s418 8 f.3637 0.55556 9 1.4062 0.57143 to 1.4654 0.57183 11 1.5000 0.61111 12 1.60T1 0.65953 8 13 1.6667 0.75T88 14 1.7308 0.940T3 15 1.8750 1.1538s t 16. 1.9132 1.20294 17 2.0012 1.20294 18 2.1429 1.38010 19 2.6191 1.38010 20' 2.6794 1.26189 21 2.7521 1.26189 22 2.8344 1.21783 23 2.8380 1.21590 24 2.8948 1.16140 25 3.0321 1.00333 26 3.43T5 1.00333 21 3.4712 0.99273 28 3.6129 0.992T3 29 3.7500 1.16121 30 4.0909 1.848573 31 4.8000

2. 8:0880 32 5.0500 2.77599 33 5.3500 3.09754 34 5.5854 3.09154 35 5.6250 3.19160 36 5.6890 3.33492 3T 6.1771 4.13720 38 7.5497 4.13720 39 7.8512 3.77524 40 8.0763 3.15794 41 9.1666 2.68419 42 11.2820 1.34719 43 13.7500 0.TF686 44 36.3036 0.515F6 8:5 39.5000 0.51449 1

TUSI-REFINED RFSPONSt. SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. 3 = Fl0OR RESPONSE SPECIRA FOR SSE: COMPollf MI AX ; DAMPING = 0.02 FIGURE No. 103-8 DIRECliON 1 AT ELEVAT1091 860.00 FEET-NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 103 DECREE OF FREEDOM = 1 NUMRfR OF CRIDS = 84 DAMPING VALUE = 0.020 4 1 0.9000 0.26533 2 0.9183 0.28T60 3 1.0228 0.29669 4 1.0714 0.37857 5 1.2247 .0.31851 6 1.2500 0.39217 7 1.3235 0.42106 8 I.363F 0.52949 9 1.4062 0.58s268 to 1.4168 0.58:268 11 1.5000 0.5658s9 12 1.6071 0.60834 13 1.6667 'O.68826 14 1.T308 0.84864 15 1.9132 1.07936 16 2.0082 1.07936 17 2.1429 1.21868 18 2.6198 1.218s68 19 2.6834 1.08198-20 2.7500 1.08198 4 21 2.7521 1.08112 22 2.8344 1.03963 23 2.8380 1.03T78 24 2.8948 0.99646 25

2. 9 88:3 0.91053 26

3. 8s 3 F5 0.91053 21 3.4180 0.89862 28 3.6229 0.89862 29 3.7500 1.0418s2 30 4,0909 1.29501' 31 4.7000 2.02125 32 5.0500 2.2621:4 33 5.2500 2.4F316 31s 5.6262 2.47316 35 5.6890 2.56283 36 6.1771 3.11a 24 s

3T 1.5491 3. 1 88:21 38 T. f1512 2.19694 39 8.0163 2.32693 40 9.1666 1.90130 0.s 57;te qq 39.5000 0.39629 41 11.2820 1.028TO 82 13.1500 0.68296 as3 27.5000 e 1 .b (#

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~' .l TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUC1. OF R.B. SET NO. 1: = FLOOR RESP 000SE SPECTRA ICP. SSE; COMPONENT AM ; DAMPING = 0.02 FIGURE 900 104-8 DIRECTION 1 AT ELEVAil0N 832.50 FEET NO. OF SPECTRA = 1 BROADEMED SPECIRUM FOR N00E= 104 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 46 DAMPING VALUE = 0.020 1 0.9000 0.25884 2 0.9783 0.27852 3 1.0228 0.28635 4 1.0714 0.36319 5 1.2345 0.36319 6 1.2500 0.37028 7 f.3235 0.39893 8 1.3637 0.50133 9 1.4062 0.51169 10 1.4943 0.51169 11 1.5000 0.51625 12 1.6667 0.61328 13 1.7308 0.74943 14 1.9132 0.94613 15 2.0210 0.94613 16 2.1429 1.03571 17 2.6191 1.03571 18 2.6849 0.89308 19 2.7500 0.88821 20 2.7521 0.88747 21 2.8344 0.84752 22 2.8948 0.81865 23 2.9050-0.81089 24 3.4375 0.81089 25 3.4863 0.79762 26 3.6364 0.79762 27 3.7500 0.9069T 28 4.0909 1.09214 29 4.7000 1.60833 30 5.0500 1.71292 31 5.2500 1.80343 32 5.7730 1.80343 33 6.1771 2.016F3 34 7.549F 2.01673 35 7.8572 1.76176 36 8.0763 1.43934 31 9.1666 1.06191 38 10.2384 0.87631 39 11.2820 0.87633 40 11.6897 U.35287 41 . 11.8535 0.84167 42 13.7500 0.70T27 43 15.0273 0.53215 44 15.8213 0.51750 45 27.5000 0.31504 46 39.5000 0.28263 1 IUSI-REFINED RESP 0ftSE SPEClRA FOR INTERNAL STRUCT. OF R.B. SET No. = 5 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AM ; DAMPlNG = 0.02 j FICURE NO. 105-8 DIRECTION 1 At ELEVAil0N 808.00 FEE 1 No. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 105 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 42 DAMPING VALUE = 0.020 1 0.9000 0.25364 2 0.9T83 0.27044 3 1.0228 0.27716 4 1.0714 0.35320 5 1.2550 0.35320 6 1.3235 0.37922 7 1.3637 0.47635 8 1.4062 0.48409 9 1.5216 0.48409 to 1.6667 0.558F6 Il 1.7308 0.66117 12 1.9132 0.82749 13 2.0443 0.82149 14 2.1429 0.87631 15 2.6191 0.87637 16 2.6849 0.72760 17 2.7500 0.71566 18 2.791T 0.71566 19 2.8125 0.72268 20 3.4375 0.72268 21 3.4407 0.72194 22 3.6678 0.72194 23 3.7500 0.78940 24 4.0909 0.91655 25 4.5000 1.25147 26 5.5000 1.25147 2T 6.0874 1.22086 28 6.1112 1.21858 29 6.4619 1.10530 30 6.8750 1.10530 31 7.1360 1.05920 32 7.549T 1.05920 33 7.8572 0.85995 34 8.0163 0.80858 35 11.2820 0.80858 36 11.6897 0.80203 37 11.8535 0.79691 38 13.7500 0.7313T 39 15.02T3 0.48729 40 15.82F3 0.43984 41 27.5000 0.21534 42 39.5000 0.20963 1 IUSI-REFINED RESPONSE SPECTRA IOR INTERNAL STRUCT. OF R.B. SET NO. = 6 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPING = 0.02 FIGURE NO. 106-8 DIRECTION 1 AT ELEVAflDN 783.58 FEET NO. OF SPECIRA = 1 BROADENED SPECTRUM FOR N00E= 106 DECREE OF FRFFDOM = 1 NUMBER OF CRIDS = 35 DAMPlNG VALUE = 0.020 1 0.9000 0.24884 2 0.9183 0.2625T 3 1.0228 0.26820 4 1.0F14 0.34351 i 5 1.2767 0.34351 6 1.3235 0.35943 F 1.3637 0.45123 8 1.4062 0.45639 9 1.5889 0.45639 10 1.6071 0.46193 11 1.7308 0.51390 12 1.8000 0.59758 i 13 1.8750 0.69765 14 1.9129 0.70880 15 1.9132 0.70890 16 2.1253 0.70890 l IT 2.1429 0.T1671 18 2.6191 0.71671 19 2.6354 0.61809 20 2.9723 0.67809 j 21 3.0000 0.10596 22 3.6666 0.70596 23 3.6934 0.68130 24 3.7500 0.68130 25 4.0909 0.75765 26 4.5000 0.93126 2F 5.5000 0.93126 28 6.0015 0.75813 29 9.5643 0.75813 30 11.6897 0.15813 31 13.7500 0.F52R8 32 15.0273 0.45461 33 15.8273 0.40.401 34 27.5000 0.15392 35 39.5000 0.15001 '1 TUSI-REFINED RESPONSE SPECTRA FOR INi[RNAL STRUCT. OF R.B. SET No. = 7 FLOOR RFSPONSE SPECIRA FOR SSE; COMPONINI AY ; DAMPING = 0.02 FICHRE No. 101-B DIRfCllCN 2 At FLEVATION 905.75 FEET No. OF SPECTRA = 1 j BROADENFO SPFCIRUM FOR N00E= 101 DECRFE OF FREEDOM = 2 NUMBER OF CRIDS = 35 DAMPlNC VALUE = 0.020 1 0.9000 0.18145 2 1.0228 0.20138 3 1.0714 0.26152 4 1.2351 0.26152 5 1.2500

0.26988 6

1.2926 0.26981 T 4.363T 0.36510 R I.4996 0.36510 l b S

9 1.5000 0.36530 10 1.60T1 0.39509 11 1.616T O.45421 12 1.8000 0.70911 13 1.8T50 0.83's00 14 1.9129

0. 8fs 315 15 2.1154 0.84315 16 2.1429 0.88232 IT 2.2517 0.89287 18 2.3190 0.93648 19 2.3220 0.93785 20 2.3684 0.95079 21 2.9 F:40 0.950T9 22 3.0000 0.956T6 23 3.3193 0.956T6 24 3.4616 1.00530 25 3.7500 1.47P67 26 4.0909 1.66438 2T 4.8500 2.82949 28 5.1049 3.18692 29 5.3731 3.81:25 30 6.5671 3.81125 31 6.6869 3.6T890 32 7.5497 3.03110 33 15.0273 3.03110 34 21.5000 1.42463 35 39.5000 1.07580 1

TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.8. SET NO. = 8 FLOOR RESPONSE SPECTRA FOR SSE; COMPONfMI AY ; DAMPlNG = 0.02 FICURE NO. 102-8 DIRECilGN 2 AT ELEVATION 885.50 FEET N0 OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 102 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 35 DAMPlNC VALUE = 0.020 1 0.9000 0.186T6 2 1.0228 0.20045 3 1.0714 0.26033 4 1.2356 0.26033 5 1.2500 0.26819 6 1.2928 0.26819 7 1.3637 0.36304 8 1.5059 0.3630N 9 f.6071 0.39058 10 1.6667 0.44834 11 f.8000 0.69972 12 1.8750 0.82095 13 1.9129 0.83045 14 2.1189 0.83045 15 2.1429 0.86190 16 2.2517 0.87326 17 2.3190 0.91495 18 2.3220 0.99629 19 2.3684 0.92918 20 2.9430 0.92918 21 3.0000 0.94282 22 3.3412 0.94282 23 3.4616 0.97651 24 3.7500 1.43865 25 4.0909 1.59234 26 4.8500 2.6T160 27 4.9500 2.73992 28 5.1049 2.96767 29 5.3T31 3.60309 30 6.5671 3.60309 31 6.6869 3.46359 32 7.549T 2.61322 33 15.0273 2.61322 34 27.5000 1.17092 35 39.5000 0.88150 t i TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET No. = 9 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPING = 0.02 FIGURE No. 103-B DIRECTION 2 AT ELEVATION 860.00 FEET NO. OF SPECTRA = 1 3ROADENED SPFCTRUM FOR NODE = 103 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 35 DAMPING VALUE = 0.020 1 0.9000 0.18591 2 1.0228 0.19928 3 1.0114 0.25885 4 1.2363 0.25885 5 1.2500 0.26618 6 1.2930 0.26618 7 1.3637 0.36047 8 1.5145 0.36047 9 1.60TI

0. 388:95 10 1.666T

0. leis t o l 11 1.8000 0.68T94 12 1.8750 0.80456 13 1.9129 0.8148s9 14 2.1243 0.81449 15 2. 18 29 0.83632 16 2.2517 0.84865 IT 2.3190 0.88194 18 2.3220 0.88924 19 2.3684 0.90204 20 2.90TT 0.90204 21 3.0000 0.92528 22 3.3515 0.92528 23 3.4616 0.95351 2rs 3.7500 1.38911 25 8s.0909 1.50596 26 4.7000 2.a8009 2T 88.9000 2.50498 28 5.0000 2.52030 s

29 5.3131 3.350's8 30 6.5619 3.35088 31 6.6869 3.20368 32 7.8T95 2.08964 4 33 15.0273 2.0896ta 34 2T.5000 0.85154 35 39.5000 0.65056 i TUSI-REFINED RESPONSE SPECTRA FOR INTIRNAL STRUCT. OF R.R. SET NO. 10 = FLOOR RESPONSE SPECTRA 70R SSF; COMPONENT AY ; DAMPING = 0.02 FICURE No. 104-8 DIRECil0N 2 AT ELEVAil0N 832.50 FEET No. OF SPECTRA = 1 RROADENfD SPECTRUM FOR N00E= 104 DFCREE OF FREEDOM = 2 NUM8tR OF CRIDS = 30 DAMPING VALUE = 0.020 1 0.9000 0.18502 2 1.0228 0.19805 3 1.0T14 0.25T30 4 1.23TI 0.25T30 5 1.2500 0.26r:03 6 1.2932 0.268e03 7 1.363T 0.35FF3 8

1. 5 21:3 0.35FT3 9

f.6071 0.3T893 to 1.6667 0.43318 11 1.8000 0.6T529 12 1.8750 0.78695 13 1.9129 0.19733 14 2.1316 0.19T33 15 2.1429 0.80890 16 2.3684 0.87290 IT 2.813T 0.87290 le 3.0000 0.90637 19 3.3541 0.90617 20 3.8s616 0.93307 21 3.7500 1.33891 22 4.0909 1.41914 23 Is.6000 2.2888T 2 88 5.O lts ) 2.2848T 4 25 5.3131 3.092T5 26 6.56TI 3.092T5 2T T.9652

1. 5fs S 31 28 15.02T3 1.54831 29 2T.5000

0. 50 Tt:6 30 39.5000 0.f:1857 i

TUSI-R[ FINED RISPONSE SPECIRA FOR INilRNAL STRUTS. OF R.B. SEI NO. = 11 F100R RESPONSE SPICIRA IOR SSE; COMPONfMi AY ; DAMPlNG = 0.02 FIGURE No. 105-8 DIRfCilON 2 AT ELI. Vail 0N 808.00 FIET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 105 DECRFE OF FREEDOM = 2 NUMfi[R OF CRIDS = 35 DAMP'ING VAlUE = 0.020 is 6 i u

1 0.9000 0.18423 2 1.0228 0.19696 3 1.0714 0.25595 4 1.2379 c.25595 5 1.2500 C. 26218s 6 1.29388 0.26214 T 3.363F 0.35531 8 1.5333 0.35531 9 1.6071 0.37362 10 1.6667 0.42627 11 1.8000 0.66408 12 1.8750 0.77132 13 1.9129 0.78208 14 2.1400 0.18208 15 2.1429 0.78463 16 2.3684 0.84704 17 2.8463 0.84704 18 3.0000 0.88954 19 3.3566 0.88954 20 3.fs616 0.91494 21 3.7500 1.29559 22 4.0909 1.34834 23 4.5001 2.12341 24 5.0373 2.12341 25 5.1049 2.28719 26 5.3731 2.87922 2F 6.5671 2.87922 28 8.0001 1.32285 29 10.6383 1.32285 30 11.2820 1.14652 31 11.6897 1.13251 32 11.8794 1.09F14 33 15.0273 1.09714 34 27.5000 0.33699 35 39.5000 0.32629 1 TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.8. SET NO. = 12 FLOOR RESPONSE SPECTRA FOR SSE; COMPOPtLNT AY ; DAMPING = 0.02 FIGURE.NO. 106-8 DIRECil0N 2 AT ELEVA110N 783.58 FEET NO. OF SPECTRA = 1 i 8ROADENED SPECTRUM FOR N00E= 106 DECREE OF FREEDOM = 2 NUM8ER OF CRIDS = 32 DAMPlNC VAEUE = 0.0?J 1 0.9000 0.18279 2 1.0228 0.19462 3 1.0114 0.25336 4 1.24F1 0.25336 5 1.2500 0.25474 6 1.2938 0.25474 7 1.3235 0.29385 8 1.3637 0.34)94 9 1.6461 0.34394 10 1.6667 0.35565 11 1.8000 0.50941 12 1.8750 0.55741 13 1.9129 0.55788 14 2.0924 0.55788 15 2.1429 0.57840 16 2.3684 0.59617 IT 3.0000 0.79999 18 3.2518: 0.79999 19 3.88616 0.86187 20 3.7500 1.24809 21 4.0909

l.21031 22 4.5000 1.93425 23 5.0192 1.93425 24 5.1049 2.15294 25 5.3731 2.68783 26 6.5671 2.68783 2T 7.9115

1. 2fs 044 28 10.6383 1.24044 29 11.3933

'O.96213 30 15.0273 0.96213 31 27.5000 0. 2 88 98 32 39.5000 0.2F787 1 TUSI-REFINED RESPONSE SPECTRA FOR INTFRNAL STRUCT. OF R.8. SET No. = 13 FLOOR RESPONSE SPECIRA FOR SSE; COMPONENT AZ ; DAMPING = 0.02 FIGURE NO. 101-8 OlRECil0N 3 AI ELEVATION 905.75 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 101 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 18 5 DAMP 1NC VALUE = 0.020 1 0.9000

0. 28fs 13 2

0.9375 0.2998s0 3 0.9783 0.31092 as 1.0228 0.32050 0.80917 6 1.2032 0.8s0917 7 1.2500

0. 4 t: 18s's 8

1.3235 0.17358 8 5 1.0114 8 9 1.363T 0.59125 10 1.4062 0.62145 11 1.18619 0.62145 12 1.5000 0.67019 13 1.6071 0.7258s6 14 1.7308 1.04980 15 f.8750 1.31174 16 1.9129 1.36940 IF 2.034T 1.3698:0 18 2.0454 1.38099 19 2.1429 1.63345 20 2.6191 1.63345 21 2.6T73 1.50166 22 2.7521 1.50766 23 2.8344 1.45783 24 2.8948 1.37439 3.8375 1.17467 27 3.4863 1.18886 T 28 3.as99 s 1.18s867 25 3.0398 ,1,17467 26 4 29 3.7500 1.57F31 30 4.3000 2.41260 31 4.8000 4.198429 32 4.9000 4.46285 33 5.2257 4.46285 34 5.4T11 5.09180 35 5.6890 6.08342 36 6.9532 6.08342 37 7.1521 5.37912 38 7.5497 8s.61490 39 7.8572 4.41104 40 9.1666 3.12374 is t 11.6897

1. 69's ta l 14 2 11.8535 1.6TT47 43 13.7500 1. 18 230 bis 27.5000 0.74609 8:5 39.5000 0.71600 1

14 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.8. SET NO. = FLOOR RESPONSE SPECIRA IOR SSE; COMPONENT AZ ; DANPING = 0.02 FIGURE No. 102-B DIREC110N 3 AT ELEVATION 885.50 FEET No. OF SPECTRA = 1 BROADE NED SPECTRUM FOR~ NODE = 102 DECREE OF TREEDOM = 3 NUMBER OF CRIDS = 41: DAMPlNG VALUE = 0.020 1 0.9000 0.2T881 2 0.9375 0.2919's 3 0.9T83 0.30257 4 1.0228 0.31143 5 1.0T14 0.39697 6 1.2081 0.39691 7 1.2500 0.42263 8 1.3235 0.45363 9 1.3637 0.56120 10 1.4062 0.5932F 11 1.88689 0.5932F 12 1.5000 0.62915 13 1.6071 0.676TT 14 1.1308 0.96930 15 1.9129 1.25655 16 2.0392 1.25655 11 2.0458s 1.2622T 18 2.1429 1.47726 19 2.6191

1. 88 T 126 20 2.6805 1.34220 21 2.7528

1. 3 fs 220 22

2. 83 r:4 1.29fs92 23 2.8948 1.22580 2s 3.015es i,org51 25 3.4375 1.07951 26 3.8s836 1.05780 2F 3.5125 1.05180 28 3.7500 1.42315 29 88.3500 2.11868 30 4.9000 3.60850 31 5.0000 3.18919 32

5. 26t:9 3.T8989 33 5.4711 ts.20059 3fs 5.6890 4.98797 35 6.9532 as. 9819 T 36 7.1521 4.39906 31 F. 5fa9 T 3.15101 38 7.8572 3.60551 39 10.6383

1. 8 18:21 40 11.1991 1.60808 fe l 11.8535 1.60808 88 2 13.7500 1.01666 43 2T.5000 0.6286T 8s4 39.5000 0.60256 p

---u... m- .a. a- -~ TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL SIRUCT. OF R.B. SET NO. = 15 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.02 FlCURE NO. 103-R DIRECTION 3 AT ELEVATION 860.00 FEET NO. OF SPECTRA = 1 BROADEMED SPECTRUM FOR NODE = 103 DEGREE OF FREEDOM = 3 MUMBER OF CRIDS = 8.5 DAMPING VALUE = 0.020 1 0.9000 0;27054 2 0.9375 0.28256 3 0.9783 0.29207 4 1.0228 0.30002 5 1.0114 0.38086 6 1.2159 0.38086 7 1.2500 0.39894 8 1.3235 0.42915 9 1.3637 0.53692 to 1.4062 0.55778 11 1.4802 0.55778 12 1.5000 0.57747 13 1.6071 0.61778 14 1.6667 0.70767 15 1.7308 0.86T94 16 1.9129 1.81844 4 li 2.0080 1.11444 18 2.1429 1.28058 19 2.6191 1.28058 20 2.6843 1.13392 21 2.7500 1.13392 22 2.7521 1.11384 23 2.8344 1.08978 24 2.8948 1.03869 25 2.9732 0.959F3 26 3.4375 0.539T3 2F 3.4791 0.98343 28 3.5260 0.94343 29 4.0909 1.74862 30 4.8500 2.87089 31 4.9000 2.94090 32 5.3638 2.94090 33 5.4711 3.07838s 34 5.6890 3.60851 35 6.9532 3.60851 36 T.1521 3.16491 31 T.549T 2.66327 38 7.8572 2.51557 39 8.4811 2.13720 40 9.1666 2.03139 41 10.2825 1.52076 42 11.8535 1.520T6 88 3 13.7500 0.85871 his 27.5000 0.849896 is5 39.5000 0.4722:s 1 TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.8 SET No. = 16 FLOOR RESISNSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.02 FIGURE NO. 101s-B DIRECTION 3 AT ELEVATION 832.50 FEET NO. OF SPECTRA = t BROADENED SPECTRUM FOR NODE = 104 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 4ts DAMPING VAE UE = 0.020 1 0.9000 0.2623F 2 0.9315 0.27243 3 0.9783 0.28073 is 1.0228 0.28772 5 1.0T14 0.36387 6 1.2284 0.36387 7 1.2500 0.31341 8 1.3235 0.40275 9 1.3637 0. 5 08:27 10 1.4062 0.51952 11 1.84913 0.51952 12 1.5000 0.52175 13 1.6071 0.55971 14 1.6667 0.62287 15 1.7308 0.75866 16 1.9129 0.96119 11 2.0173 0,96119 18 2. 18:29

1. 068 ta l 19 2.6191 1.0688F 20 2.688s9 0.91715 8

21 2.7500 0.90975 22 2.7521 0.90915 23 2.83844 0.86855 24 2.8948 0.83690 25 2.9028 0.83062 26 3.4375 0.83062 2T 3.4715 0.82019 28 3.5663 0.82019 8.0909 1.34963 31 ts.9000 2.07557 32 5.6489 2.07557 29 3.7500 1.02186 30 4 33 5.6890 2.12086 34 6.9532 2.12086 35 7.1521 1.83398 36 7.8053 1.31492 37 9.t659 1.37492 38 9.5643 1.397187 39 9.6983 1.la2668 84 0 11.8535 1.42668 41 13.7500 0.76389 84 2 15.8273 ,0.64275 43 27.5000 0.36263 bis 39.5000 0.33352 4 1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. 17 = FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPlNG = 0.02 fICURE NO. 105-8 DIRfCTION 3 AT ELEVATION 808.00 FEET NO. OF SPECTRA = 1 BROADENID SPECTRUM FOR NODE = 105 DECREE OF FREEDOM = 3 PUMBER OF CRIDS = 33 DAMPING VALUE = 0.020 1 0.9000 0.25510 2 0.9375 0.26342 3 0.9T83 0.27064 4 1.0228 0.21676 5 1.0114 0.35220 6 1.2507 0.35220 7 1.3235 0.37923 8 1.3637 0.47518 9 1.84062 0.48542 10 1.5389 0.f48542 11 1.6071 0.50T9T 12 1.7308 0.66135 13 1.9129 0.82866 14 2.0310 0.82466 15 2.1429 0.87951 16 2.6191 0.87951 4 IF 2.68t:9 0.7250T 18 2.7500 0.7100's 19 2.7890

0. T 100's 20 2.8125 0.71158s 21 2.9915 0.T1154 22 3.0000 0.72643 23 3.6267 0.72643 24 3.7500 0.8362T 1.0909 0.99439 26 1s.5000 1.367ts2 27 5.5000 1.3678s2 28 9.6983

1. 38:296 25 4

29 10.8000 1.3ts296 30 13.T500 0.15275 31 15.8273 0.6095T 32 27.5000 0.24132 33 39.5000 0.21006 IUSI-REFINE 0 RESPONSE SPECTRA FOR INIIRNAL STRUCI. OF R.D. SET NO. IS = FLOOR RESPONSE SPECIRA IOR SSF; COMPONENT AZ ; DAMPfNG = 0.02 IICORE NO. 106-0 DIRICil0N 3 AI ELEVATION 783.58 FEti No. OF SPECIRA = 1 HROADINFD SPE CTRUM FOR NODE = 106 DECREE OF FRU. DOM = 3 NUMBER OF CRIOS = 35 DAMPING VALUE = 0.020 1 0.9000 Q. 2ts s93 2 0.9375 0.25559 3 0.9183 0.26119 8: 1.0228 0.26719 b --J 3

w 5 1.c714 0.34231 6 1.2755 0.34231 7 1.3235 0.35824 8 1.3637 0.4.883 9 1.4062 0.454F0 10 1.5885 0.45470 11 1.6071 0.460fa6 12 1.7308 0.57174 13 1.8000 0.59620 14 1.8F50 0.69327 15 1.9129 0.7004T 16 2.1203 0.70047 17 2.1429 0.70149 18 2.6191 0.70749 19 2.6313. 0.67731 20 2.9761 0.67731 21 3.0000 0.70165 22 3.6666 0.70165 23 3.6748 0.69406 24 3.7500 0.69406 25 4.5000 0.79809 26 5.5000 0.79809 27 8.7041 0.94490 28 9.2308' 1.1267ae 29 9.5643 1.23458 30 9.6983 1.27475 31 11.1000 1. 2 78:T5 32 13.7500 0.73437 33 15.82T3 0.57347 34 27.5000 0.18718 35 39.5000 0.15959 l

9 1

1 -V (V

e. P 1 TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 1 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPING = 0.03 FIGURE NO. 107-B DIR[CT10N 1 AT ELEVATION 905.75 FEET NO. OF SPECTRA = 1 BROADEMED SPECTRUM FOR NODE = 107 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 41 DAMPlNG VALUE = 0.030 1 0.9000 0.25942 2 1.0228 0.30320 3 1.0714 0.34fs89 4 1.1250 0.35192 5 1. 1 88:2 0.35890 6 1.3637 0.46612 7 1.4516 0.52963 8 1.5000 0.59095 9 1.6071 0.64 fall 10 1.7308 0.85522 11 1.8000 0.94096 12 1.8750 1.02752 13 1.9132 1.03112 Its 1.9605 1.03I12 15 2.08:51s 1.1101:s 16 2.1429 1.238s08 17 2.1967 1.24160 18 2.6849

1. 21:160 19 2.7521 1.2380T 20 2.8380 1.19939 21 3.0556 1.00114 22 3.1342 0.92601 23 3.5954 0.92601 24 3.7500 1.11301 25 4.0909

1. 8:4999 26 4.7493 2.60457 2T 4.9806 3.00582 28 5.0000 3.02545 29 5.5551 3.02585 30 5.6250 3.1798 2 31 5.6890 3.2898ts 32 5.8517 3.50065 4

33 6.1771 3.88934 34 7.5k97 3.88934 35 7.8572 3.72513 36 8.~2090 3.11781 37 9.1666 2.80025 38 11.2820 1.t:5800 39 13.1500 0. 8 98:37 aso 15.8273 0.78833 41 39.5000 0.58541 1 TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET No. = 2 FLOOR RESPONSE SPECTRA FOR SSE COMPONINI AX ; DAMPING = 0.03 FIGURE NO. 108-B DIRECTION 1 AT ELEVATION 885.50 FEET NO. OF SPECTRA = 1 8ROADENED SPECTRUM FOR NODE = 108 DICREE OF FREEDOM = 1 NUMBER OF CRIDS = 38 DAMPING VALUE = 0.030 1 0.9000 0.25473 2 0.9375 0.26802 3 1.0228 0.29575 4 1.0714 0.33561 5 1.1250 0.34134 6 1.1842 0.34T23 7 1.4516 0.50279 8 1.5000 0.55673 9 1.6667 0.66906 10 1.7308 0.79265 11 1.8000 0.86900 12 1.8750 0.98:192 13 1.9132 0.95089 14 1.9615 0.95089 15 2.0454 1.06823 16 2. 18:29 1.1202T 17 2.1967 .1.12302 18 2.6M49 1.12302 19 2.7521 1.11660 20 2.8380 1.08093 21 3.1146 .0.86209 22 3.6021 0.86209 23 3.7500 1.02303 24 4.0909 1.31229 25 5.4000 2.60809 26 5.5814 2.60809 27 5.6250 2.68696 28 5.6890 2.77388 29 5.8517 2.988252 30 6.1771 3.25288 38 7.5897 3.25288 32 7.8572 3.080T9 4 33 8.2090 .2.57895 38: 9.1666 2.28231 35 11.2820 1.22295 36 13.7500 0.76322 3T 27.5000 0.56032 38 39.5000 0.49268 1 i IUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCI. OF R.B. SET NO. 3 = FLOOR RESPONSE SPECIRA IOR SSE; COMPONENT AX ; DAMPING = 0.03 FICURE NO. 109-B DIRECil0N I AT ELEVATION 860.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NOOL= 109 DFCREE OF FREEDOM = 1 NUMBER OF CRIDS = 36 DAMPING VALUE = 0.030 1 0.9000 0.24882 2 0.9375 0.26130 3 1.0228 0.28638 4 1.0714 0.32393 0.82750 7 1.666T 0. 6 18:15 8 1.7308 0.71391 5 1. 1 81:2 0.33253 6 1.3631 8 9 1.0000

0. T T8's5 10 1.8TSO 0.838420 11 1.9132 0. 88 989 12 1.9638:

0.8'4989 13 2. 08:58: 0.93992 las 2.1429 0.97699 15 2.6191 0.97699 16 2.68t:9 0.973T3 17 2.7500 0.96412 18 2.7523 0.96366 19 2.8380 0.93180 20 3.086T 0.78184 8.0909 1. 18:026 28:

5. t:000 2.08375 21

3. 612ts 0.T8184 22 3.7500 0.9 tota 3 23 8

25 5.6399 2.08315 26 5.6890 2.1276T 2T 5.8517 2.24?fs9 28 6.1771 2.45321 29 7.5fa91 2.45321 30 7.8572 2.28858 31 8.2090 1.90195 32 9.1666 1.63139 33 11.2820 0.9298:2 3 84 13.7500 0.6359T 35 27.5000 0.43389 36 39.5000 0.38326 I TUSI-REllNFD RESPONSE SPfCTRA IOR INTERNAL STRUCI. OF R.B. SET No. = 4 ft00R RfSPONSE SPICIRA FOR SSl; COMPONINT AX ; DAMPlNG = 0.03 IIGURE No. 110-0 DIRECilON I AT ELEVATION 832.50 TEli NO. OF SPECIRA = 1 b

t 50 w

.t AmMOOC#==ce e== C N X a nt% ~ N C - e C a w *= m C iA N N

CONNem@CaC=e

.I m@m@@NmCmm MeNC3>=@* M N X *= @ @ *= @ M N *= C N e e >= M @ X m C. N e= c e e m N : c== r. NSee>=@~iANA aT C m e - m it% @ P= N C . O. r m aA m X ir% nt% e @ @anat%N C X >

- c c m m N P= m e CCe-CN@m am-ceecs C N.N.m.c.p= c.e.m..@.c.

O N. a. at%. eA. @. @. *. n C m.eA.@.@.c. m.@.m. N 1 O m.e. W. P= @ er%..N a. u 1 H 0000C**C0 ( OCCCeOOO 4 COCOOCC 4 CCCCCCONmNa E E E >= e= .= O.J N It il Q R H U P 84 n.J w 4 A w . & W . A w w 3 C En 3 C (A 2 O to D JsNa OmeCa m E JXNm*=mONm E J X *= CnA D O C E J Cit %= D N O C C = = C ( *= @ tA C N N e D% '= 6 ( ~ @ N.= m e m N a (~NONOCC w ( i.a% m *= N @ N C C e= N C > ** @ a at% N N C e N N O > N @ 2 P= P= e N

= C >NoCmmCC N

O >NNC-mNoe@ec C. @. in. a. c. it%. en. a m.@.m. .m C. e.ar.n-e. w neJ C. @. ~. e. e= e. @. c. 8 O. @. C. N @ m. N. e. e. W C sta C C try .l Q gn e. E *= = N N m e e.~=it% C E==== N N a @ - e O E== - N m s N m C =E==== *- - N N m a @ P= >

== e-E =

== m E m .= 2 i b b E E E-E r'l 4 4 4 4 C R O N%o C a e N @ C2eN@CzeN CaeN@Cae CanN@CzeN@C2 t

N N N M m
*= N N N m
= *= N N N

--NNNmmes e X e X m M N M e-NeOse@m= > >= N C ** m C e at%N e m @ s C DNeC3-CeCmN N N C ** ** @ @ N e N N X== tt% e @ m c e N e e *= N J M = N O e N m @ ED M h @ **== N @ @ S P= 0% H N a e m P= in c M st C ** N N e X m HN@N@~C@Cerm N@c=mNm2e @ @ N e st% in @ X iA @ @ e e 6t% e N m *= N m N e c

A N. X. P= C. @. e. M. Pa= M.

Ifk N..T. @. @. O.s m. @. X. to s J. m. an. e. c. @. *. M N. N. M C. m= c. e. nt%== e. m Q N Q e= 0 O p= i -CCCCCe-CC 4=J -CCCCCCCC ned -CCCCCCC w -CCCCCCC=mN= E w E w E s.J K O an-O h O an. C 6 C 6 e 6 arn an. O C. C its C P= C -1 E C O N m it CNCm e Ee=aCCmCM m Ke*=@eCNC to EXCCCecem=NC w N O M X iA C P= N #= C tad N N it% C C m m h e ned N m = N C

C O w-mC=ANmeCmmC

'g N C e= e N it% er% e N e-N C :at% Q m C N P= N @ m.= c e= C m NeCN:= 0% m *= it% C C. ia. m. @. m. N. e. N. o. C. @. C. P= nA. N. N. O. C. m. N. S. P= =* in. C. N. e. e. =. m m. C. m. m. an. M = = = N N at P= *= an E * *= N N # @ e nn E === N N m @ N E === w w N N N X 4A @ >= w== E E N E N 4f s C C C .e.

== == mm m> m e= w m >==.in e m >= *= sts O. ( a m h *= en o m >=== C. 4 w m e=== c.o m *= C. 4 N m h = ih m m ** = e m m w =-NNmm

== === N N m

===NN

.= *== N N m m m e. O asJ O and Cw -l J J J

l

H nei
h ned
H 4.J

e. O >=

C. Q >= F N N ti ,{ 0 t-iA F N M m m @ @in e E24

== @ ED et% et% e @ tA W EE4 Xer% m e th e e E E aC @NC@ommat%*@* meNNNN@ = C & e c N @er%@ m = 2 O m 0% inia m N N N e @ m N== *= aA = N

=

EmCNiA**@NCN na & P=N05mit%m==e e ne= A

== N N >= C C @ in A m @ C m @to C Nat%** 8 and an C e N M at% Ds M M P= OK t.ds e m @ c ain s C CE n.J a N C # *= = at% CE Wm C e C 0% :- c it% C% 4.J N. #. @. W. N. m. e. P= @ N. 4 ned N. m. @. @. @. C. e. @. N. 4 4 J N. M. it%. e. aA. mm m. 4 nm# ** N. m at% @ a= e. N. N @ at%. i c g O g .c g y.

n an.O C C O C C - O C C

>= an. C C C C C = C C C

=

nm.C C O C C C C >= n.CCCCCCC=NNN 8.= 8.= 8.= .m. w m C E C .E C E C >w =x 4.J e4 4 - 4.J t/J 4 e w th ( N w led ie 4.J n.a l EeNCaemhec J> EcNCmCMNCC J> EceC*aCm J= EcceCNNeomem O *= m C m e C 0% *= C 4 Z.J E C P= mea X C N m C C CE OpmeN:CN 4E C N O e C @ = = C : at% *= new m @ C a m o% s m en En n.J m @ N e iA C 7 tA C E6ad E w m N *= 2 C O N E 6= Z w Nat%c o m e m e C N N EEO O m. m. e. @. h o. tA. N. an. EEC Q m. e. e. r= P= c. e. w C.o= O C. h. a. e. C. N. e. a= = c. C. EE I C m. m. e. @. e. C. 6A. m. e=. at% a.a c = anJ C - C - e N N a P= C m m > A *= C * *= N M @ N m m n= h >= C==== N M en nt%

= b >

a * *= = N N N m eA @ 4t% EEU 4 .= 5 w E E.OJ -em ETU

== m

=

.= 0 -C6 DE OK O.E= g== g - g g CN@CaeN@Cae C =O eN@CXWN@C# C *=O NN@CMcN@ C.=O P= N @ C r e N C C r e N -=*NN eW C

===NNmmme

=== - N N m m e an. n.J

== === = N N m m ww i4

=

M

=

th e ErJ s= (M (M (M I H E H E H E tt haJ

=

w i.J

=

nas UEe OES QEC C @ C e m a nA@ nn e *= ind C e @ N m airnenA N C nai c e

C @ w it% e s nad C e CCCCaomNmmam=

X P= C in C N N N N X k.m e = m @ C s >= a-m m h e== N @ m : N *= Ner% A== N E C *= in:N @it%et% N m c N @ S N *= C @ & 4A > M = >= it% m ir% m m e s m En *= N@PNCC@ M C M N e C @ c C r ** @ c E a== N N N 0% > m N m (== E M N lA e

M in @ *=

(* E m Cit %X N = C (== E ** N C e e CN M 0% M N & n N. m. eA. @. @. O. e. %D. N. .O N. m. a. nt%. nt% *= X. .C ~. N. m : @ a= ec. e. at% = it% O 4.J E anJ E C N. m @ e. N. N. ets m. *=. N. 4=J E sh e-s/s > ers = w CC C C CC C ONmN-CCCCC-CCC OCCCCCC gO -1l E Et2 EJ ~ EU COOOOO*CCC U Ett E mrE E E to t/) E E E4 M E Ef) M.J nad 4 nJ 6ed >= g

=

and nas > E naJ E E naJ E O E 4.J E O U.J O.J to 3 y st: 3 4.J a MC n h N e m c C e= @ at% C C & C e *= = W in tA DEQ e. O *= *= @ C m OEO b C p=== e N C e @ C > >= a tr) # C N e C P= @ m w - to C O min C 6t% m wC= 14 C@PC ned C - Erag N m o m C c - C @ m iA @ ~ @ g P= wN R & en. w m @ m =nt%@ @ C c c g a m a m eA N @ in E es. ih m = X e P= 4t% E A an. O m. *. m P= m. N. m. :. C. @. en. .a Q @ a N ** e. N. =. =. e. en. O O.% N. P= @ @ m.. e. nn. O m N. @. @. @. nt%. C. - Eh = 40 = th neJ ba J n.# bw w - ww one EJC== = N m M P= = > wE E C *

N m a th wE E C== = - - N N m eA @ h-W O *= *= N N m W e== N aJE a

wN E nn. E w 6a. -N E C eE C eE C eE D 1 4 -C 4 =O 4 =e ( C en C C en c C sn o C E = tts m m h *= iA Os m P= 3J E - an e m h ait% m m DJ E e= en e m P= w nA 3w E s-c o m *= = c o m *= = l C.

==NNNmm ww S

- NNNm Nw e

awNN wm E

==NNNMm: -r t 'I

=

=

== . ~. -... ~ .m TESI-REFitED CESPONSE SPECTCA FOR INTECNAL STRUCT. CF R.B. SET NO. n 8 [ FLOOR RESPONSE SPECTRA FOR SSE; COMPONEXT AY ; DAMPlNG = 0.03 FlCURE NO. 108-8 DIRECTION 2 AT ELEVATION 885.50 FEET NO. OF SPEC *RA = 1 BROADEMED SPECTRUM FOR N00E= 108 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 41 DAMPING VALUE = 0.030 1 0.9000 0.17248 2 1.0228 0.19274 3 1.0714 0.22136 4 1.1250 0.22164 5 1.1929 0.22164 6 1.2500* 0.24491 7 1.2892 0.24491 8 1.3235 0.2T619 9 1.3637 0.30658 10 1.4610 0.30658 11 1.5000 0.32845 12 1.6071-0.35377 13 1.7308 0.47316 14 1.8000 0.57574 15 1.8750 0.66464 16 1.9129 0.6T585 17 1.9132 0.67588 18 2.1029 0.67588 19 2.1967

0. 7fs331 20 2.2500 0.77822 21 2.2517 0.77928 22 2.3190 0.81161 23 2.3220 0.81257 24 2.3684 0.82035 25 2.8948 0.82035 26 2.9460 0.81422 27 3.0000 0.81422 28 3.4616 0.87893 29 3.7500 1.'17658 30 4.0909 1.8s7319 31 4.8000 2.21380 32 4.9500 2.37503 33 5.1049 2.56252 34 5.3731 3.00819 35 6.5671 3.00819 36 6.6869 2.94266 37 6.9532 2.68935 38 7.8572 2.23864 39 15.0273 2.23864 40 27.5000 1.10396 8s t 39.5000 0.88s643 1

TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SE1 NO. FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPING = 0.03 9 = FlCURE No. 109-8 DIRECTION 2 AT [LEVATION 860.00 FEET. NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 109 DECREE OF FREEDOM = 2 MUMBER OF CRIDS = 36 DAMPlNG VALUE = O.030 1 0.9000 0.17183 2 1.0228 0.19160 3 1.0714 0.21997 4 1.1250 0.22032 5 1.1930 0.22032 6 1.2500 0.24296 7 1.2895 0.2's296 8 1.3235 0.27379 9 1.3637 0.30418 to 1.4639 0.30418 11 1.5000 0.32382 12 1.60T1 'O.34845 13 1.7308 0.46534 14 f.8000 0.56606 15 1.8750 0.65138 16 1.9129 0.66279 17 1.9132 0.66282 18 2.1085 0.66282 19 2.2517 0.75869 20 2.3190 0.78790 21 2.3220 0.F8874 22 2.3684 0.79503 23 2.9876 0.79503 2ts 3.0000 0.79852 25 3.4616 0.86160 26 3.7500 1.13270 27 4.0909 1.39178 28 4.9000 2.05889 29 5.3049 2.34087 30 5.3731 2.79339 31 6.5671 2.79339 32 6.6869 2.72116 33 8.0024 1.79303 34 15.0273 1.79303 35 27.5000 0.80265 36 39.5000 0.62051 1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. 10 FLOOR RESPONSE SPECTRA FOR SSE; COMPONfMF AY ; DAMPlNG = 0.03 = FIGURE No'. 110-R DIRECTION 2 AT ELEVAil0N 832.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM.FOR NODE = 110 DECREE OF FPEEDOM = 2 NUMBER OF CRIDS = 36 DAMPING VALUE = 0.030 1 0.9000 0.11114 2 1.0228 0.19039 3 1.0114 0.21851 4 1.1250 0.21904 5 1.1935 0.21904 6 1.2500 0.24089 T 1.2899 0.2:4089 8 1.3235 0.27123 9 1.3637 0.30162 to 1.4672 0.30162 11 1.5000 0.31890 12 f.6071 0.3fs278 13 f.7308 0.45631 14 1.8000 0.55567 15 f.8750 0.63713 16 1.9129 0.68:575 17 1.9132 0.6487F 18 2.1099 0.648FT 19 2.2517 0.73659 20 2.3190 0.7628s4 21 2.3220 0.76315 22 2.3684 0.76784 23 2.9519 0.76T84 24 3.0000 0.78161 25 3.88616 0.8's298 26 3.1500 1.08751 2T 4.0909

1. 309 f ts 28 4.8000 1.90076 29 5.1049 2.11569 30 5.3131 2.5150T 31 6.5671 2.51501 32 6.6869 2.497T4 33 8.1333 1.31840 34 15.0273 1.31840 35 21.5000 0.47811 36 39.5000 0.40263 1

TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCF. OF R.B. SE1 NO. = 11 FE00R RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPlNG = 0.03 FICURE NO. Ill-R DIRfCTION 2 AI ELEVAll0N 808.00 FEET NO. OF SPECTRA = 1 RROADENTD SPECTRUM FOR N00E= Ill DECREE OF FRIEDOM = 2 NUMBER OF CRIOS = 37 DAMPlNC VALUE = 0.030 1 0.9000 0.11053 2 1.0228 0.18933 3 1.0714 0.21724 4 1.1250 0.21800 5 1.1942 0.21800 6 1.2500 0.23907 1 1.2902 0.2390T 8 f.3235 0.26899 9 1.3637 0.29935 to

1. fs 102 0.29935 11 1.5000 0.31458 12 1.6071 0.33718 13 1.7308

0. fs ts S 32 18s 1.8000

0. 5'46r:5 35 3.8150

0. 62's 's l 16 1.9829 0.63629 IT 1.9132 0.63630 18

2. I I I 8s 0.63630 19 2.2517 0.T1700 20 2.3190 0.73987 21 2.3220

0. 78sofs6 22 2.3688s 0.14313 23 2.92888 0.18313

?fs 3.0000 0.T6656 U1 4 i

J 25 3.4616 0.8268s6 26 3.7500 1.04935 27 4.0909 1.28:264 28 5.0000 1.82423 29 5.3731 2.39519 30 6.5671 2.39519 31 6.6869 2.31586 32 8.2090-1.C57T2 33 10.6383 1.05772 34 11.6686 0.94818 35 15.02T3 0.984818 36 27.5000 0.33619 A 37 39.5000 0.32584 1 TUSB-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 12 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPlNG = 0.03 FIGURE NO. 112-8 DIRECil0N 2 AT ELEVAil0N 783.58 FEET NO. OF SPECTRA = 1 BROADENED SPECTRU'M FOR N00E= 112 DECREE OF FREEDOM = 2 NUMBER OF GRIDS = 38 DAMPING VALUE = 0.030 1 0.9000 0.16933 2 1.0228 0.187038 3 1.0714 0.218s7T 4 1.1250 0.21494 5 1.2016 0.21494 6 1.2500 0.23171 7 1.2906 0.23171 8 1.3235 0.25992 9 1.363T 0.28844 10 1.5506 0.28844 11 1.6071 0.28951 12 1.7300 0.36225 13 1.8000 0.42431 14 1.8750 0.45202 15 1.9129 0.46113 16 1.9132 0.46119 1T 2.1967 0.49536 18 2.2500 0.51419 19 2.2517 0.51478 20 2.3190 0.52411 21 2.3220 0.52437 22 2.3684 0.52581 23 2.5054 0.52581 24 2.64TI 0.58533 25 3.0000 0.'68685 26 3.as616 0.77531 2T 3.7500 1.00538 28 4.0909 1.16820 29 5.0000 1.72943 30 5.3731 2.23355 31 6.5671 2.23355 32 6.6869 2.15348 i 33 8.0785 0.99004 34 10.6383 0.99004 35 11.29T1 0.83311 36 15.02T3 0.83311 37 27.5000 0.28419 38 39.5000 0.27776 1 13 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = FLOOR RESPONSE SPECIRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE NO. 107-8 DIRECTION 3 AT ELEVAil0N 905.75 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 107 OECREE OF FREEDOM = 3 NUMBER OF CRIDS = 38 DAMPING VALUE = 0.030 1 0.9000 6.26689 2 0.9375 0.28450 3 1.0228 0.30870 4 1.0714 0.35020 5 1.1842 0.31124 6 1.4062 0.50647 7 1.5000 0.61246 8 1.6071 0.66444 9 1.7308 0.88532 10 1.8000 0.99016 11 1.8750 1.07434 12 1.9129 1.08429 13 1.9695 1.08429 14 2.0454 1.22808 15 2.1429 1.29633 16 2.1967 1.32331 17 2.251T 1.33305 18 2.7521 1.33305 19 2.8 3814 1.29164 20 2.8948 1.23715 21 3.1226 0.99851 22 3.4375 0.99851 23 3.4857 0.99851 24 3.8000 1.39044 25 4.2000 2.14008 26 5.0000 3.80892 27 5.2443 3.80892 28 5.4711 4.26011 29 5.6890 $.00694 30 6.9532 5.00694 31 7.1521 4.64365 32 7.5497 3.89337 33 7.8572 3.T1616 34 10.6383 1.89162 35 11.8535 1.40593 36 13.7500 1.10920 31 27.5000 0.T4066 38 39.5000 0.71262 !1 TUSI-REFINED RESPONSE SPECTRA FOR INTERNAL STRUCT. OF R.B. SET NO. = 14 TLOOR RESPONSE SPICIRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE NO. 108-8 DIRfCTION 3 AT [LEVAT104 885.50 FEET

NO. OF SPECTRA =

1 2 BROADEMEO SPECIRUM FOR NODES 108 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 38 DAMPlNG VALUE = 0.030 1 0.9000 0.26103 2 0.9375 0.27722 3 1.0228 0.29992 4 1.0114 0.33953 5

1. 1 88s2 0.35130 6

1.4062 0.8ss241 7 1.5000 0.5T375 8 1.6071 0.62231 9 1.7308 0.81673 to 1.8000 0.90860 11 1.8750 0.97886 12 1.9129 0.99263 13 1.9697 0.99263 14

2. 08:54 1.11541 15 2. 18 29 1.17058 16 2.1967 1.18655 17 2.2517 1 19064 18 2.7521 1.19084 19 2.8344 1.15330 20 2.8988 1.10708 4

21 3.1105 0.91865 22 3.4978 0.91865 23 3.7500 1.25023 ' 24 4.1400 1.87857 25 4.7000 2.15016 26 5.0000 3.23534 21 5.2819 3.23531s

28 5.ssTil 3.51564 29 5.6890 88.10600 30 6.9532 84.10600 31 7.1521 3.79683 32 7.549T 3.17138 1.38068 36 13.7500 0.97392-33 7.8572 3.006TT 34 11.2820 1.34263 35 11.8535 4

37 27.5000 0.62588 38 39.5000 0.60124 p 15 IUSI-REFINED RESPONSE SPECTRA FOR INTIRMAL STRUCT. Of R.B. SET NO. = FLOOR RE SPONSE SPECIRA TOR i sst ; COMPONENT AZ ; DAMPING = 0.03 flCURE No. 109-R DIRfCiloN 3 Al ELEVATION 860.00 FEET NO. OF SPECTRA = 1 (T)W

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ML20094A599

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SUMMARY

SUMMARY

==. =;=ai. - ~ =

C @ w it% e s nad C e CCCCaomNmmam=

= 2 M @== m r minNmmNw3 e O c N P=== C 3 m m mm@3NrO=C menemmam Onn@OmA3e NmineNaemOme N @ @ m e= = @ e C P

ONe@=Oc=N O 3 e in c e O c P=

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ML20094A599

Text

References:

Response

SUMMARY

SUMMARY

==. =;=ai. - ~ =

C @ w it% e s nad C e CCCCaomNmmam=

= 2 M @== m r minNmmNw3 e O c N P=== C 3 m m mm@3NrO=C menemmam Onn@OmA3e NmineNaemOme N @ @ m e= = @ e C P

ONe@*=Oc=N O 3 e in c e O c P= *

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ONe@=Oc=N O 3 e in c e O c P=