Text

Refined Response Spectra for Electrical Bldg
	ML20094A559
Person / Time
Site:	Comanche Peak
Issue date:	11/30/1982
From:	; GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.)
To:	;
Shared Package
ML20094A400	List: ML20094A396; ML20094A422; ML20094A439; ML20094A559; ML20094A572; ML20094A585; ML20094A599; ML20094A634;
References
	FEB-4R, NUDOCS 8411060465
	Download: ML20094A559 (48)
	v • d • e

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l-. t CPSES REFINED RESPONSE SPECTRA FOR ELECTRICAL BUILDING I Presented herewith are the refined floor response spectra f6r the electrical building (references 2 and 3) based on existing response spectra (reference 1) and developed { primarily for as-built piping -analysis. These response spectra have been refined based upon improved curve 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 1261-B through 1270-B l and 1241-B through 1250-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 book.

Each figure refers to a specific floor of the building, and contains three curves labeled Ax, Ay and Az, which represent l the spectral accelerations in the x, y and z orthogonal i ,i directions respectively due to the combined effect of three simultaneous earthquakes at the specified % damping. Please l note that Ax and Az are in the east-west and the north-south i directions respectively while Ay is in the vertical direction based upon the plant's general coordinate system. 'i All spectra presented in this report. include the coupling ] effects of non-symmetric structure. The curves shown are for the most critical location ei the floor, considering the combined effect of translation and rotation.

References:

l 1. "Instructure Response Spectra for Electrical Building,"

g Gibbs & Hill report no. FEB-3R, June 1976.

!!l' 2. "TUSI Refined

Response

Spectra for Electrical i Building," calculation book no. FEB-1C, Rev. O. 1 1 3. "TUSI - Computer output for Electrical Building Refined

Response

Spectra," computer output file no. FMI-lF Set 3, Rev. O. i l i i i I -- ~ ~,.. -,.. - - -. - -. -. -

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SUMMARY

OF REFINED FLOOR RESPONSE SPEC M I I I I I l l FIGiJRE I FLOOR l DAMPING l EARTHQUAKE l TYPE OF MOTION I l No. l ELEVATION I l l l i 1261-B l 873.33 FT. I 1 l 1/2 SSE I TRANSL. & ROT. l I l l 1 I i l 1262-B i 854.33 FT. I 1 l 1/2 SSE l TRANSL. & ROT. 1 I I l l l 1 1 1263-B 1 830.00 FT. I 1 1 1/2 SSE l TRANSL. & ROT. l l 1 I I I I i l 1264-B l 807.00 FT. I 1 l 1/2 SSE l TRANSL. & ROT. ] I I l l l 1 l 1265-B l 778.00 FT. l 1 l 1/2 SSE l TRANSL. & ROT. l .= i 1266-B l 873.33 FT. l 2 l 1/2 SSE I TRANSL. & RCT. l l I l l l 1 i 1267-B l 854.33 FT. I 2 l 1/2 SSE l TRANSL. & ROT. l l 1 I l_ l l 1268-B l 830.00 FT. 2 l 1/2 SSE l TRANSL. & ROT. I I I I I I l l 1269-B l 807.00 C. I 2 l 1/2 SSE l TRANSL. & ROT. l l l __. I I I I I l 1270-B l 778.00 FT. l 2 l 1/2 SSE 1 TRANSL. & ROT. ! i . = _ _ _ _ _. _. i i I t i t i I. . US.. ELECTRICAL BUILDING i i i N E M* j t f j n.,.j,_. -,,. e==== _mma aumenwa TABtE 2 l i g.i. =, - - ~ I

i. 7 I i l

SUMMARY

OF REFINED FLOOR RESPONSE SPECTRA I I I I I I I I F: CURE I FLOOR l DAMPING l EARTHQUAFE l TYPE OF MOTION l l No. I ELEVATION I l l l l 1241-B l 873.33 FT. l 2 l SSE l TRANSL. & ROT. l l l l l l l l l 1242-B l 854.33 FT. l 2 i SSE l TRANSL. & ROT. I I I I I I I l 1243-B l 830.00 FT. I 2 l SSE l TRANSL. & ROT. I g I l_ l l I i l 1244-B l 807.00 FT. I 2 i SSE l TRANSL. & ROT. I I I I I l I l 1245-B l 778.00 FT. l 2 i SSE I TRANSL. & ROT. l .=__ =. - __.= 1=__.__ i 1246-B i 873.33 FT. l 3 l SSE l TRANSL. & ROT. I i I i l i I l t l 1247-B l 854.33 FT. l 3 l SSE l TRANSL. & ROT. I I I I I I I i 1248-B l 830.00 FT. I 3 l SSE I TRANSL. & ROT. l I I I I I i l 1249-B l 807.00 FT. l 3 l SSE l TRANSL. & ROT. l 1 I I I I I I l 1250-B l 778.00 FT. l 3 l SSE I TRANSL. & ROT. l _.c. m - - -. = - -. = _ 9 4 t ( l i t b TUSL it ,,;i ELECTRICAL BUILDING d l'll E 9 theme a Meat bem. 5-wwu TABLE 3 ""== l== j== l 3 I '~" " ' Z""" ~ g

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c

( y e-l C =5 5 Y N = 0 t c s = 1 9 ril s a c-C = c'nl i-e-l t - c3 a uu i-2 .e N e s l. n 4 .l m i e, l. I i = g ..i.e '} f --m c~ ms { C N-i g .-= u = 5 l Owm u=R* e, zc-x ~ j Lwe i ub= S uE w e A

c

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: =,..

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't, 3ljs i

s f.sr.

TUSI-DEFINED RESPONSE SPECTRR FOR ELECTRICRL DLDG. o

y DAMPING = 0.02 i8 9 FLOOR RESPONSE SPECTRO F0n 1/2 SSEs I

AT ELEVAll0N 873.33 FEET FIGURE NO. 1266-0 ] $ 50.O j ^- f 7 7 9 7 @ 7.10.00 f f Y. in I.000 OlHECT. ,F j MAX. 01 - HX o o 2.539 6.250 HT .,9

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=s =.or;,i==. c*a raer e

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a....

-,g i (.15 ol'- TUSI-BEFINED RESPGNSE SPECTRR FOR ELECIB1CRL BLOG. { 1

7 ORHPING = 0.02 3

FLOOn HESPONSE SPECTHA FOR 1/2 SSE: HI ELEVAil0N 807.00 FEET i ] h FIGURE NO. 1269-0 50.0 ?, ?, Y,

7. - 9, 7,_7_Y_10.00 V,

?,- Y. 'is 1.000 t UlHECT. 1 ,~~ o j MAX. n1 - HX HY o 0.99tl7 6.250 -RZ 'm AX: E-W A1: VtHT. A%: N-5

1. 8till 6.390 7

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1 I 17 00*S 00*h 00*E. 00*2 00*1 00*0

e e

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g j)gg,.j-tesa mtsas. ot s t antes. come tnici sme F 1 GURE-1270.S 2!!% s,..c.?!!. P ' '""".'.'";."';' 9 E * 'I 2325

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!2!

19 00*5 00*h 00*E 00*2 00*I 00'O # om cm W w uxm C 6

P""W C C C O

El -*r i m J m eI i CO -l E m .. m i a. c t =o C w g w. . -. ~ u.: t WCw / i a - it W w o-I r=C m i ug O a c e o e c .s o c l C d-d i c .i.cn-r cn-e I. . I.e u e .x ~ e l. e O i ...e y z ~ c - m 'h m o i m _= u m ( C ce = o. u OLN I z c g m._ y ..n c s U = L. w e y c. = I c*w l m= m - (=A D 4 a com t.n e - -m en s 3L6 CNMC \\ ru eee l = i e .~ - w o x N cn e C C C N C. z. DCD C i a a u a mmm O Q c ~ 00*S 00 h 00 E 00*2 00*t 00 0 - (D) NOI189313))B TUSI-ELECTRICAL BLOG. t i REFINED RESPONSE SPECTRA GIBBS & HILL. INC. p,rgs,3, g = = m.==>=a.co'irw as F ! GUR E-12.42-6 2!!%,,0..e..*ri r - -...... "" -'eti i i., 2323 ~ l t

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0 A 0 l ~l R 1 1 f-u .n0 T ) C 6 Z T i E h I P R t f 3 i) ~ S V 6 Y e E Y S A C N N $ E i O: W U PE Q SS 1 S E l E .}i R R X R0 F A O - DF3 E 1 f-1 l3 02 Nf l 1 / T I C. FEO EPN S R E - ER f ih ,f SU I NG 000 SOI 1595 PF 0232 U S T E 66G lf 1 195 f f 0 X521 0 0 R3tl2 0 0 H... 0 l F 0 232 0 M oO g oo E' 09g ao 2 oo o1 1 O-zD. HEC 0JwUUE ( 1 4 n. mrmCm-mpoo t $ Emo 2mu $ um h ne3" 3 S=*2pr. gn - IgI.s:{r9j a i ! p.4 "4 o =' 8l i .:5 I g 3' N y u, hc2 m' MD.N_ u(iE!n

8Q!y*y ii: l A-j i

ll l! ll I Il, N~ 0 0 o .n oo. o9_m 0o N oo-i 0 0 5 5 T E T E CXIZ . ;I G F 'l,ERNR l R D-D 0 I L 0 B a 7 0 ?,- L' 0 \\w \\ A C N I O R I T 2i ?,- .,h C 0. V H E0E L L L = E E GT Y N0 5 A RI OP 88 H \\ 0 F0 0 0 0 e 0 t 3 R 0 A 0 B 1 1 .b T V-4 ) C .b Z 0-T E h H P t. . ~,/- ( 7-v S Y 9 E Y C A S // N N / E 5 O: U w PE Q SS t E S l. i t E [' R R x F R0 A O - DFl l b i E t ? O2 NRI T I C. FED EPN S R E /r .h - ER ?,- Sl l I NG 070 S O 'I i578 U Pf n230 S TE 660 R s# R .337 O X '2 2 9 0 O 0 n 5.t.7 H 0 L 0 F 0 I31 5 0 o9i oo o9m o o.~N oo - 0o $ l ~ 1 n nO-zo,_ Erd.J3oUE 1 1 t1 u.imrmnHT nf m oO* mm"T zm 2mugzom $" 9 n cU a x p. .zm-i ~ a5I.s" leg.5s~ ?35 'i Em$N n , a i, .$ E I,i's" },]!!l p' l y i' j t .[i 3E pi[ I

c 22. C 00*S 00*h 00*E 00*2 00*I 0 0

O *.

,c _m a w m ux-~ g-a m = mecc 3- -= a EII l e J e =1 I c

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s- -m amb c u i-z i C e - ~. - ~. _ o -n. u. s: wou h -J ud g "e- ) c=c o uh i o e e o o C j C l c a. y c ei e i c- --e i u x e-e --c N w d. 2 / m Is t c l m s N z c

m..

.e w 0-a cw me o e m =. , w u a-C C. o b ame I yegN --m 1 z=- \\ ~~ u_ w = \\ uhz CfmW w m= -w =e =~ mo- -e-ee 1 - c. 6 cmme m u eem g m e 0-e w e x -- cn C C CCD=N O t J O I *** m o em-O a e i i 00*S 00*h 00*E 00*2 00*1 00*O - (D) NOI1BW3133]B 4i TUSI-ELECTRICAL BLOG. . i. k REFINED RESPONSE SPECTRA GiBBS & HILL. INC. o,,gs,,.g =c a weni.os,3,is,e i.cmirnuev ens F I GURE-1245-8 !!Ne sei.e. 5fi F "' **C."'. **' '" : ** l siins re. s... 2.3lb m

_i ~. - 5 '5 0 0 A i j % TUSI-BEFINED RESPONSE SPECTB0 FOR ELECTRICOL DLDG. i' T FLOOR HESPONSE SPECTHA FOR SSE DHHPING = 0.03 FIGURE H0. 1211G-0 AT ELEVATION 873.33 FEET in 1.000 -) f f Y f f f-10.00 f f 50.0 HHX. HI OlHECT. .3 0 3.087 6.250 - HX o l 2.903 G.377 HY if-2.731 6.723 AX: 1:-W AY: VENT. A ir.. fe -S 97 ,f 1., r I

tiii, o

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=

m O g-fe o N il 3 2 m 4E g 3 p m r O g o w x m, m ..o o n g y g a n o n-m m x n ~ _ - G A r o. o o c m o o 2 E G d- } d 8---t-$T'. 00 - d -I'd a a i.000 10 s0.0 o FREQUENCY (HZ) S ? m j

~. a e ei i 1" ? IUSI-BEFINER RESPONSE SPECTRB FOR ELECTRICAL DLOG. > m FLOOR HESPONSE SPECTRO FOR SSE: IIAHPING = 0.03 } N FIGURE NO. 12'17-0 ni ELEVHTION 05tl.33 FEET h 1.000 I, y ? 9 5 9 7 9 ? 00 7, ?, Y, 10 50.0 l HAX. 01 DIREL. o 2.709 6.250 - AX ll 2.000 G.377 ax: g_,s A1: TthT.

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l h 25 00 s 00*h 00 E 00 2 00 1 0 0 ' 0 *. g g ,O W W y y x >= N C 6 lllP"*WCCC -" ":ll" El t .O e J o C3 m .e eq (f)... .J (D .cn C U E c +Q ev.- - . -.cu U 5 WCW g J II J L;J =~ CZC m CI e t Lt. = 0 E C O st o M., O i c .a d c co.. k i -c U ~ i c>.. -c3 N W p c-5 = r.. .~

I E.D= =

.Q h y .+ = Z ..m c-i 3 Cw 2. I mm s O W

P M

L;,j 't C l. P ~ c c2 l = LA. O i g 't C 6 (D ,\\ Z=gf n L;J -.-en 8 s u. I LwC ) L,.;,,.j c. z W <r u l wC M 4 """ m = Z :.3 CNN CO-

-mNN

.5 - c. 6 C N M f7 m &w LO Q t,Q 'e l C C .NDO C x::r N c3 C C C Cn W CD. C O Z e. u. o -m-o g a 00*E 00*2 00*1 00'0 ~ 00*S 00*h i (D) NOI189T13DDB TUSI-ELECTRICAL BLOG. I 6 4 REFINED RESPONSE SPECTRA r GIBBS & HILL. INC. .ggg,,, g-sesmann,asswas.castaucim: F!GURE-124% .'!!%,an.e-i.'!! 15 "'-9.'"..."*;"" e =w.. su... 2323 [

2G 00*S 00*h 00*E 00*2 00*1 0 0

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r.-

g .::- W g em 5 L oe 3 C 6 Cn f t I Z c {- y N tn ~C. t._ w a f WCz C"w g y= f5>.- .(%) t. b CNC a Dc-nmnm m c_ 6 C Nf9 C ~ m &w wwo i c .cn t.n m -.. \\ e x m ~ cn o o cNN= c f J O Z... C L Q "N" (( C ~ 00*S 00*h 00*E 00*2 00*1 00'0 ~ (D) NOIldW373DJU l TUSI-ELECTRICAL BLOG. l REFINED RESPONSE SPECTRA GIBBS 1 HILL. INC. p,g g,, l seca.uas.msis eas.cs rawims F ! OURE-1247-m=, s,.....m. r e -....y* -u+t _323

y 00*S 00*h 00*E 00*2 00*I 00*O *. e w w w m .uxN~ c 6 _-~ wcce I g t C t o C a co N N l J N c C ~ U ~ C >- Q

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m C 5 L1,,) C W d ub tu <>= c- / f CCC Ch m LC C t c C C C f C C -*- N >I C l -==<D 1 U ~ b '-CD N y A / E c-e a ,f f.0-y .c >== .= 0 N U z = Z W"- g -uS w C O, D mv = c D =-- L y

uI C

C ( C :n u,. O i se C6C aC { tu en ~ --en zC- \\ U. LWC l' D C w I wC N"- A tn C ,t

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~ 00*S 00*h (D) NOI189313))B o l0 TUSI-ELECTRICAL BLDG. !I REFINED RESPONSE SPECTRA i GIBBS & HILL. INC. g l1 ..Q "',#*. t ecl ettel. 0883 fsseras. teme tenecima i e* !!' r,,,,,,,,,, i!!. l- ~' =,,=;,,= ' ~ . * *1 ."2323 F I GUR E-l29 -6 l ,,,,,n. ~" ~;

28 - = Cc.-mm=c@=NN@m N = Oc@e@@=mm@@m m = eOmmeNmNN--m acC-memNc=hmm =:ecN==C=mO@ = c m @ % = r= m e r== c 1. O.m=mCmemomeN@ O. @m C sD m e @ c @ O f== = O. m m c N m e e m e c e ce m h m m e * *= N e e % c 0 c a = *= @ C ** O m m e O m @ c N N== 0 C a m.a.c.e.N.e.m.@...N. N O =. m. e. c. N C. m. e. c. e. m. a n =. N. e. c. @. =. O. N. a. a. N. C0000-m00000 OOOOOm=CCCC CCCCC-NCOCO E E N.== E O N N O N N O N w w w . k w a= w A w O m O O m O O M C f E =J C C C e e C C C O m O C Z -e O O O N N O O O O O O E asOOCOCOOOOCO w (N NeecemNmmo w (NENemmammNm w (NmNcNeemmNE

- O > @ C *= c = = N N== *= @ O e=

0 > @ O N = @ @ N ** @ = m N O >@AN=NON@@== O. r. m. e.. O. =. N. N. Q. e. c. W z -Za==Nmemme%No C. c. c. e.. M. M. c. N. @. e. c. C. m e. @. e. C. = =. @. e.. s O w O m O m m O Z===NmnNm:NN O z = = = N m et-m a k e

==Nm E -

=== N z

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@ m O @ @ N ir.m= = @ p= N N = = c h e c h== = @ m emem:m=NNMcm m==N=m@3=CNN = m e r= = a e p = = @ c H#C@omemCe@N@ MM@emmNNCmece pNONNme=ENace = = c Q c e @ m a ma.

C C m e m m e m am e N e m h C m= m e== e== m >

@ = m a. c. e. ~. @. m. @. c. c. N. @ = m n. e. m e. c. o. c. a. m. N. @ = N. m. c. @. O. =. e. c. e. N. =. m. O.. > O.. > O. e = -COOCC=MCCCCC w -CCCCoamOOOCC w -COOOO=NCOCOC a w c w cc a es. Q w Q es. m w m w O e. j m C m O O O N E2CCCCCCCOOC2 $ EmCCCOOOOO@CO C' EcOOCOeOCCcCC e ( --mCN~Coca=cCO c w = m C N a= a m m m m m g m aNmeN=@meNemC e c3== c C a m C N e m c Q C e C=cce&CNc==@= = c3 = N ew s m C N e = m m c I O. m. e. =. m. e. c. e. o. m o. m. E C. m. e. =. m. O..==. N. e. o. c. I O. m. % = m. a= C. c. N. N C. e. = O Q I Z = = = N N e mm e m @ fV m =

== Z *= = = N N e P= m e @ N m

== E====== N N K P= c e @ N m C2 ~~Nm O. 2

- - Nm C. Z

==Nm O O O t C-C= C-

== == == u<

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====== N N m m m e g [ Ow ow Cw Z-Ew z J =w w A N A a A.= u g n= I >. g << ENewe=@emmerc @=c=em=C@e%N << [NmeeNeem-cem O QccOccm=eNmen D mNN@CNom=~~N O me meumNome U,= m m @N N 2 = c e c = m f, m.emNc=NmeM@NC wsNmNecemse,O2 CaccommNC .N -NOce -m->= N = O c o m en - m ew e ~ { w = N.a.c.@. N.@.c.@. c.c.m. OX = C C C C O *= m C C C C C CX =CCCCC=NCCCOO s.o = N. m. e. c. e.. e. @. c. g N. s.n e= N. m. :. c. O. =. e. c. c. N.==. .s.= .s QX s00000=m*C000 g. g. O. C Q< 04 m. =* w .,o w G= 0 C3 = C 80 = 0 g z z r . = = s s w.= w as - - w l (2 <Z w (T w UQ COSOFOCCOO=CO UC EONONOOOCCOON WC =CNa=mCCO@COQc -b Q =% : o m

O = c m = 0 :

-L .C c c e c = 0 cm e = N C = .C c 0 *= e @ C* -== % e4 S X -A

{T EONe=0eeC@O

CEE 4:C Fw e== c N e m e O m CEZ E== *= c : X c M m @ M =wO O e. m ** O. e. O. r'=. c. :. e. O. c.

== 0 O. O @ m h C. e. N. O. e. @.==. C. N.

== 0 C O m. m. @. O. @.==. a= C. >. *=. c. X. gy= Uye Oy-NN C== = N N a c N = = c m e = C==== N N a P= = m @ N @ a

=

C = = N N a c P= m. @= N m w = .=..G .-==N =a.. Q

== = N m =..Q ww w m., oc em ez

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== N 4

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=

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m C O O O N e m e C5 N e b-N EmNe@N mO==*=

b =. m Erm:@m=*==NOmN e Omme=2C@ cme = m e C eca cmeNeo@ w 4 @ m m r. N = e c e : - @ < r.

: N== c @ m e m N @ @ @

(N KmNOmmacosec@ (N z m = O c C% N== m m tw = e w c. = O - N. m a. c. e. c. c. e= c. c. m. w c. = .C== N. m. e. e. =. =. =. C. c. a. N. .C. *. N. m. e. s. m. =. c. e. c. m. =. wc= mm m. em =. e= 20 COCOOOm=CCCO EU C0000*=m*Q000 20 COCCCCNCOCCO l CwO-Z Owe r owc g 66r Q s a. z 5 Anz M. M E MM E mm E.= j h a= tes w== n. w cs= c Ew= u c s= c ZO ens OO w ZO w OZO t= O O O C C O O O C C a= O DEC bOOmCCeCCONec OZO bcOCCh@COmesOC f 0= WCcNM@cm=2mNM wo= M O c M m @ a= = c a m @ M ma o - W ** c e m e @ m = C @ @ O Zb= ONher@@Ne@cm Ekm ONherecc& men 26. DNOcNNcNcacO O -o + -o O e.. @. e. @. e.. c. a. m. e. @. .=o m. =..- e. e. m. c. e. c. o. c..

m. m. =.. m.. c. a. m. e... C.

-m g = =, mw n, w .E D s= ** *= N m e h O E.= *== *= wE MC===NmeNCFNm wE wE .E C = = = N m e a= O c e @ g a= e N E

=====N g

=====m eC D eE O eC C f

== O

== 0 at

== C ( M O. O MO O MC C O = = c > m *= = A m m a=== e O =, K== c e m *=== c C% * ** = c O=

= e Cs m = = c m ** = c e-.

0

==NNNmmaX

=. =

G

==== N N N m m M M

= =

C

==== N N N m m X X 0 1 s= em em I.

w- ~.. 3 10SI-REf1NID RESPONSE SPfCIRA IDH ftFolRICAt etDC.; SET NO. = 4 It00R Rest'ONSE SPECIRA IOR 1/2 SSI; COHPONtNi AX ; DAMPING = 0.01 I flG0HI 40 1264-B DILIC180N I AT EEEVAllON 80F.00 TEff NO. OF SPEclRA = -1 BROADINID SP(CIRUM IOR NODI =1264 DECREE Of FRifDOM = l NOM 8tR OF CRfDS = 46 DAMPillC VALUE = 0.010 I 0.9000 0.13421 2 0.9450 0.14004 3 1.0l98 0.14004 4 1.0620 0.19017 5 1.l?50 0.20818 6 1.3810 0.20811 F 1.3230 0.22387 8 f.3590' O.29216 9 1.4040 0.29748 10 1.68?O 0.29748 il 1.7280 0.35493 12 1.8720 0.42652 13 1.9530 0.43024 14 2.0904 0.43024 I5 2.1420 0.4 F49 F 16 2.6180 0.47497 IF 2.6438 0.45042 18 2.6460 0.45042 19 2.9970 0.60466 20 3.608F 0.60466 21 3.F530 0.Fl600 22 4.0055 0.F1600 23 4.1990 0.F7575 24 4.5911 0.775F5 25 5.0040 0.83608 26 5.4630 1.33963 27 5.F510 1.36194 28 7.0290 1.36194 29 F.7458 0.F1029 30 8.8880 0.71029 31 10.2820 0.58433 32 13.9370 0.58433 I 33 I4.6630 0.43293 34 15.2830 0.37191 35 15.4543 0.36449 36 16.7420 0.36449 3F 16.832F 0.34894 38 17.5120 0.34894 39 18.8411 0.30592 40 22.0000 0.30592 1 48 22.8690 0.299F3 42 2F.0930 0.23193 43 29.4140 0.18874 44 36.3000 0.16481 45 36.6622 0.16150 46 39.5000 0.16150 4 1 4 10SI-REf1NiD RESPONSE SPECIRA IOR EttCIRICAL etDC.; SEI No. = 5 t it00R RESPONSE SPECIRA 80R 1/2 SSf; COMPON(Ni AX ; DAMPINC = 0.01 f1 CORE No. 1265-11 DIRECT 10M I Al ELEVAiloN 778.00 TEEI NO. OF SPECTRA = 1 BRCADE Nt B SPECIRUM FOR 9000E=I265 OfCREE OF FRitDOM = 1 NUMBE R OF CRIDS = 49~ DAflPillG VALUE = 0.010 1

0. mMMI 0.13594 2

0.9450 0.14222 3 1.0100 0.14222 4 1.0620 0.19551 5 1.1250 0.20498 6 1.3115 0.20498 7 1.3230 0.29852 8 1.3590 0.29173 9 8.4040 0.29735 to 1.6964 0.29735 .11 f.7280 0.33066 12 1.8720 0.40226 13 2.104F 0.40226 14 2.1420 0.43015 15 2.6180 0.43015 16 2.6214 0.42710 IF 2.8870 0.42F10 le 2.9970 0.49005 19 3.6630 0.49005 20 3.7477 0.44635 21 3.7530 0.44635 22 4.2331 0.44635 23 4.5000 0.47565 24 5.3140 0.47565 25 5.4630 0.51085 26 5.7240 0.53010 27 5.F510 0.54904 28 5.8320 0.55156 29 F.1280 0.55156 30 7.8210 0.495F3 31 7.8434 0.4632F 32 8.8880 0.46327 3 j 33 9.0173 0.44701 34 11.2050 0.44F01 35 11.4030 0.48222 36 13.9370 0.48222' d 3F 14.2920 0.8223F 38 I4.6630 0.30998 39 14.7F63 0.29436 40 1F.3F50 0.29436 l 4l 18.0000 0.31090 42 22.0000 0.30090 43 22.8690 0.21956 44 26.4753 0.13192 1 45 29.4340 0.13192 46 38.4994 0.124F1 4T 35.4330 0.124F1 48 36.0000 - 0.12522 49 39.5000 0.12522 3 6 IOSI-RE T ION D RESPONSE SPECTRA IOR EL ECIRICAL 8t DC.; SET NO. = i fl00R RESPONSE SPECTRA IOR 1/2 SSt; COMPONENT AY ; DAMPONC = 0.01 i flCURL NO. 1261-8 DIRECil04 2 AT ELEVAll0N 873.33 FEET NO. CF SPECTRA = 1 i' OROADf MED SPECIRUM IOR IIODE=126I DICREE of FREEDOM = 2 100Mef R OF CltIDS = 39 DAflPIIIG VALUE =- 0.010 1 0.9000 0.10058 2 0.9450 0.10210 3 1.0069 0.10210 4 1.0620 0.14225 l' 5 1.1250 0.14808 6 1.2893 0.14808 F 1.3230 0.17148 8 f.3590 0.21504 1 9 1.69?2 0.21504 10 1.7280 0.24513 Il 1.8000 0.28054 12 1.8720 0.30383 i 13 2.0711 0.30383 14 2.1420 0.34203 15 2.4399 0.34203 16 2.5020 0.38947 i IF 2.6460 0.39202 18 2.88F0 0.51993 19 2.9970 0.68709 20 3.2998 0.61709 j 21 3.4650 0.69845 22 4.5002 1.16833 23 4.6000 1.72904 24 5.2381 1.72904 9 25 5.4630 2.1380F 26 5.6250 2.25680 2F 5.8320 2.81F22 28 F.1280 2.81722 i 29 F.5525 2.2FF63 30 10.4940 2.2FF63 38 11.0000 1.92093 32 18.5460

92093 i

33 20.0310 1.66411 34 22.0000 1.28989 35 22.8690 1.1135 36 27.0930 0.69418 j 3F 29.4140 0.65589 38 36.3000 0.49320 39 39.5000 0.35406 i 10SI-MifINin HISPONSt SPICINA I OR t i t CIRICAR 8tDC.; SET No. = 7 It00R RESPONSI SPECIRA IOR 1/2 SSt; COMPONENI AY ; DAMPlNG = 0.00 k) j iscunt No. 1262-n DIRECil0N 2 Af ELEVAllON 854.33 IEET NO. OF SP(CIRA = 1 -[> i i

30 o i I f l Om~mmmmemme e - OmceNO@ e = CeO=eNmhM=M O = OrmONN= =cNmNee,m@=ec mm-e =e@~ men @=N@ = =~ece=@ =MmmmN -C=m O m m m *= O e nn N in C O m== e F N O.X== S e D e e *= h e O.M=0mm NMXWN

==NN O O m m en e r== @ N e N e s = m >= m c eNXN e s s= m c C N m= m s* @ @ C =. N. N. m. en. e. O *= N. N. M. @. @. @. in.==. N. C =.N.m m.@.e.*=.e.N.m. N O s= N N. m. @. *=. en. @, m. N. N. N N . = COOOO=N==O 4 OOOOO=N==CC 4 COCOO=N==O ( OCOCO= E E E

=

e= e= a Q N W u O n a 0 p e.d w w a. w a. W . & W w O e 3 O M 3 3 O M 3CCCOmCOOcc E =dCCCOm=OCOO E dCOOOON =*CCCCe=CC E =( N S N N a e e m X C*i b (NmNNMmeMNm is-4NMNNgN 4NDNNNmem en. 0 >@chComN==> > 0 >@e*C C >@e*C~@N=

O >ge%CeeNam@

= Q. m. e. in. N. N. a* N. in. c. O. n e. e. m. N. C 4J C. m. e. O.N.N.=.N.. en. Q. m. e. en. N. N. *=. N. e. e. c. w 6ms w J m Q e m E ===== N M c P= en N m C r== *=== N M c P= en @ N D C m **== *= N M in m= e P= h O 2 = *= = N M c a=== N 3 - .=.= N m 3

= N m 3

=

== 4. k 4 h i I ] gen @CeeN@C I CzeN@CzeN@C CreN@CaeN@Ce CzeN@C2

=== N N N m m g a==NNNmmgg me=NNNmme

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s 3T 22.0000 0.32191 38 29.4140 0.2Tl83 39 39.5000 0.25T41 ~ 1 11 IllSI-Itt i lHi p RE SPONSI SPICIRA f 0lt tilCIRf CA1 tilDC.; SET NO. = It00ft RE SPONSL SPIClftA 10ft 1/2 SSl; COMPONENI Al ; DAHPING = 0.02 I IGoltt No. 1266-11 DIRECl10H 3 Al EtIVAll0N 8T3.33 ftEl NO. OF SPECTRA = 1 DROADI NED SPICIRUM FOR NODE = 1266 DIGRIE OF IRIEDOH = 3 NUMOE R OF CRIBS = 47 DAHPING VALUE = 0.020 1 0.9000 0.129T0 2 0.9450 0.13437 3 1.0056 0.13437 4 1.0620 0.1T142 5 1.1250 0.18446 6 1.2985 0.18446 T 1.3230 0.20145 8 1.3590 0.24023 9
1. 5 T29 0.24023 10 1.6650 0.2T232 II 1.T?80 0.34183 12 1.8000 0.34288 13 1.8720 0.39405 I4 2.08T6 0.39405 15 2.1420 0.4086T 16 2.4019 0.40867 IT 2.5020 0.46350 18 2.8110 0.52T96 19 2.99T0 0.65818 20 3.4650 0.T9040 21 4.1000 1.232TI 22 5.0535 1.232TI 23 5.4610 1.TT359 24 5.6250 2.18320 25 6.8T50 2.18320 26 6.9960 2.1T802 2T T.0169 2.14649 28 7.8210 2.14649 29 8.8541 1.l?656 30 9.1630 1.12656 38 9.2130 1.11665 32 10.4940 0.86858 33 II.0000 0.66128 34 12.3200 0.4128T 35 12.9021 0.38907 36 13.9370 0.38909 3T 14.2120 0.3T620 38 14.9949 0.3T620 39 15.1T40 0.387T9 40 17.9622 0.38779 41 18.0000 0.38901 42 18.7180 0.40186 43 22.8690 0.40186 44 26.8150 0.25920 45 29.4140 0.25920 46 38.TT95 0.24609 4T 39.5000 0.24609 I
IUSt-RETINip RISPONSE SPECIRA IOR ttECTRICAL DtDC.; SET Ho. = 12 fl00R RESPONSE SPECIRA IOR 1/2 SST; CDNPONENI AZ ; DAMPINC = 0.02 flCURE NO. 1267-0 DIRECil0N 3 Ai [LEVATION 854.33 FE[T NO. OF SPECTRA = 1 DROADfHtU SPECIRUH f0R MODE =126T DfGR(( OF FRE E DOM = 3 NUMBER Of CH105 = 44 DAMPlNG VALUE = 0.020 1 0.9000 0.12858 2 0.9450 0.13358 3 I.0066 0.13358 4 1.0620 0.lTdIO 5 1.1250 0.18005 6 1.29T1 0.18005 7 1.3230 0.20449 8 1.3590 0.23683 9 1.5FF8 0.23683 to 1.6650 0.26651 Il I 7280 0.33036 12 1.8000 0.33434 13 1.8T20 0.38232 14 2.0981 0.38232 15 2.1420 0.39230 16 2.4081 0.39230 IT 2.5020 0.43828 18 2.8110 0.49762 19 2.99To 0.61584 20 3.4650 0.70790 21 4.1T00 1.068TI 22 5.0141 1.068FI 23 5.4630 1.5T561' 24 5.6250 1.91613 25 6.8T50 1.91613 26 6.9960 1.90630 2T 7.00T9 f.86918 28 7.8210 1.88918 29 8.8452 1.18736 30 9.1630 1.18T36 31 9.2T30 1.1T391 32 11.0000 0.57259 33 12.0066 0.39885 34 13.93T0 0.39885 35 14.2120 0.384ti 36 14.6630 0.32357 3T 14.8018 0.3235T 38 15.lT40 0.33099 39 18.5460 0.33099 iso 19.5150 0.30258 41 22.8690 0.30258 42 2T.0930 0.21615 43 29.4140 0.21559 44 39.5000 0.19890 1 TUSI-REFINED RESPONSE SP[CIRA IOR [LICIRICAL BLDC.; SET No. = 13 f t 00R RE SPONSE SPECIRA 5 0R 1/2 S$[; COMPONENI AZ ; DAMPING = 0.02 flCbHE NO. 1268-D DIRECTION 3 AT ELEVAil0N 830.00 FEET NO. OF SPECTRA = 1 DROADtHED SPICIRUM IOR NODE =1268 DECREE OF FREEDOM = 3 NUNDIRdFCRIDS= 39 DAMPING VALUE = 0.020 1 0.9000 0.12693 2 0.9450 0.13220 3 1.0065 0.13220 4 1.0620 0.16798 5 1.1250 0.IT349 6 1.2946 0.lT349 T 1.3590 0.23153 8 1.5866 0.23153 9 1.6650 0.25T23 10 1.7280 0.31222 11 1.8000 0.32014 12 1.8720 0.36448 13 2.1298 0.36448 14 2.1420 0.36651 15 2.4208 0.36651 16 2.5020 0.39541 IT 2.8110 0.45089 18 2.99T0 0.542TI 19 3.4650 0.58250 20 4.1000 0.84128 23 5.0040 0.84128 22 5.6250 1.44005 23 6.8T50 1.44005 24 6.9960 1.42424 25 T.0124 1.4049T 26 7.8280 1.4049T 2T 8.3300 1.16036 28 10.4940 0.64834 29 11.9458 0.34993 30 14.2120 0.34993 31 14.T918 0.28855 32 16.T420 0.28255 33 18.5460 0.22904 34 18.7320 0.22629 35 22.8690 0.22629 36 27.0930 0.17351 3T 29.4840 0.17192 38 37.5510 0.16835 39 39.5000 0.16835 1 Illsl-Rt t lHi p Itt SPONSE SPE CIRA IOR fifCIRICAt DIDC.; SET NO. = 14 l i tM)R fit SPONS[ SPECIRA f0R 1/2 SSt; COHPONtHI AZ ; DAMP 1HG = 0.02 flGuitt NO. 1269-D DIRICIION 3 AT ElfVAllON 80T.00 FLET NO. Of SPECIRA = 1 00 6%
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*=== N N m m m
== = w N N m m e s = = *= N N m m m a O end Oe d Ow i w w w N 4.J N tid pw H H W D e= e. O n= 3( O F a= *=== N = h O O ( N @ m e e m sine = O = -2( e m e ** m e= *= 0 m e P= m m e in e = N e C m C e C e N an N e= @ @ >== C e m @ X C *= @ ** =
== a. .= c a m *= en e *= e m== b mC:OCineNmNr b P N m a C a= C N N m N w en e m m @ = e N C X .. E ema in e N N = @ C C N m e .. E w s *= 0 m = N e e ** m *= and N. e. r. @. m. e C. a m in. ( as N.m.s.@.m.e.P== @ @ m. ens N. m. e. c. e. h. e. e. en. e. m ( e. .c g .c E .c g t =OOOOONm=OC g wCOOOO=N=OOO O an. C O C O O =*=== O O O f) =... c.. e w w E O S C e O E I X X X
< *
~~6.J =e (== w~~
~~e (~~
n.a =J ( n.s ( a.# ( Q= ECCCCC CCCC Q= ECCeeC COCOC O= ECCm=CPCCCCO O =E Oco@e* emem - E. E O c min > = inecem -r G e m @ m aa m m e s e m = =aE w : e % e m C ** ** M @ E- -m a in am e man a= c N : m E =.4 E weemem%CNm C E
== E C O e. m. in. C. m. e. e. N. =. c. =EC Q m. m in. C. S. M. S. S. @..= C. =2C C m. m. e. O. m. e.. C. X.==. c. = gC-gC= gC-p .=.b= C==NNX@@@N
b
~~Ow=NNM@e=@m= i.e b = C = = N N m e r* C C N = TU -N wEO w e= N =J E Q -.= N~~
~~Da d O=~~
~~wCw = U J E..= C. e C @N@CacN@C2e ..C= E = E y~~
~~= N @ C a e N @ C M c N O *.~~
ONCCXeNcCEeN O e- , C m
===== N N m m m w a
====== N N m m m e
==== = N N m m m e = 1 M N M N M N <M
== (M (M ( E to .E .n, n E E
== 6., = w =
== QEC C QEE QEC O C wCe C m = = % E **
~~O C C e.# C P=~~
~~N== m e e m :X = C *= wCe C M *= en = e = = @ in e *= ** w e b=@ E C @ X ein e N e C X b in t e e e m e m *= C== b== c ECeCinm@emm@AN b M~~
~~= N m *= e *= ' C >==~~
to & Xe:OC eemNO M e CCB-m*=c=m&Nh th E r m m m m @h e'= = C X (N (N C E N N N @ = C m fu m e (N 'Z E N C m e N = C F m **** O N.m. g @ P. . O. e. P= an. 4.J E *= 6.A E. *= 0 N.m.y @Pnc.h c.@.@.M. C N. m a. en. @. N. M. m. e. en. m. N. w E *= w M= Mm n= m M.= en w EU = C O O O O a**
~~C O owc~~
~~.Ue O C O O O O *= N = C C C E O.a C OCCOO*==OOOO E C= E C I~~
~~a. b E b a. E bb2 O~~
b In to E En to E MM E En ae W .= n= l.J .= nas w== w Ewg C EWE O K 6.J E U E MC a.e MC W MC and C C bCCCCCCCCr@ CEO LOCCCC C O in = O OEQ ag*CCCCCmCCe=C C McNmNCCc==N wC-MC%mN@ m=*ec wC-M w = 5eC*,me@mmec mN@ = Eb-CeChr NNNC Ebw Cee~,eNNe-e Eb-eee-cCC 3 f w.M O, m. N. e. e. @. .@ e. N. N. C m. N. e. e. @. C. @. e. X. N C. i -M =M C m.N. e. @.@.N o. m.h.o.@.e. = n= a.4 w en. w w = - I wE .E. D a=== w N M an P= # > t C====== N M c P= = ? N 6.e 5 E i.J E = 2., C== === N m an @ m e C D 6. E
~~= =~~
K
==N E
== N m E aE O e C eE .3 e -C ( ( -0 ( = = 1 M C, C M C MC C M 1. C=
== e m m *= = e m m *
~~C.= E== c e m e=== th e m~~
e=
~~=w K== c o m h - no m m h a in 3~~
=e
c
~~=== N N N m m me=~~
e
=== N N N m m a e==. E.
===NNNMme = g 4
== =
== l y 9,.,- w. ,i gy. ,,-e,, 9 ep- .w--q.g,s +y -ygyw-ve rv - myr*-ww
= p = Onne@ap=@esem e *= Oin N P=> @ D N m=In @ @ = O th e m D O N N D N P= = O e== @ e O m N a e @ P= O = ** m F m @ O P= C in m en N @ ~ M N m C = N S F @P= m e a= N m r O O M @ e= m e @ e= e s O. e N O N P= P= N e N O O. =N = m a=***= S e= N O N== @ m e e m e P= ** @ = m N in ** Ch e m e== @ m= in N m P= D N *= e m N D
~~== *=== O m N~~
O N. "= in. P= m. N.==. e. M. N. O N m. in. e. @. @. in. a.~m. p O N. N. m. e. *=. m. N. m. en. O N. N. m. e.. N H a s 4 OOOOO== COO ( C000000000 4 OOO.ONNN=O 4 COOON E E E E
== == , = O a a Q g u o.d N u u .e 4.d w 4 and a. W a. W . A w L w
~~3 e en O O e 3 O e 3 80000e@@@@@~~
~~E w00000000 E lCO O@@@@ E WCCOO t= ( N m C a= Ch m th m e s 6 ( N = O N== a m *= b (Nm memN= b ( N e c a= 0 >@Oems@N@s=~~
= 0 > @ ~in m *= N @ m

O
~~>@N =cerm~~
O
>@N@m O w ind Q. an. N. D. D. M. O. m.. X. O. @. N. @. O. P* = Ch.. in. Q. m. e. N. O. =. r= O. m. O W g. m. e. m.. O Q m m m O E = = N N m an *=.O c > c E = = N m inin e m N Ch O E====== m am m @ C @ O =a *= === N X 3
=== N 3
== ,=Nm 3 = .= N m E = 4. k-e. S. 5,eN@O,e~@C E I,eN@@,e~@ 5 m o,eN@O,eN@C o,eN@e
==NNNmma
==NNNmme
==NNNmm
==N m O P= G X a m m X X e m *= in m @ m N @ F e > > @ @== O M @ ' an e m= P= O N N O @ MNSMD m m O C ** N O Ch m E E @ @ m c an N @ M N== = @==== N Ch r m e
~~NMN%~~
~~4 4 *= X e M D m in e ChX R O >= @ N p= CN N C X O h m a en = *= m= Ch C @~~
~~C.h N 8= @ e E' e C *= @ m N e in *= m en P= N Ch e* M *= @ in CN~~
~~m *= e== e m *= e m*MeeX ff N. m. en. @. Ch. C. N. C. M. M. N.~~
~~sh N. m.en.an.@. @.@.g m e= m a= N. m. e. e= m. N. m. e. th== N. N. @. c. e C P= c e-Q~~

~~em W -OOOCC==CCCC w =OO00000000 W -OOOONNN=O w -CCCC= 4.d E and E w E a E~~
~~= Q e~~
c i C = c O t O a m a m 4 O O O O m O m O E C e KOOmONOCOce E EOOOO ACCC e e.,=ReCO@CCCCC E.dRCCC8 O N m e c e m CM C ~ wem=~~ cec @e ~ wth-e-N e e =. e e-e C C r * =in C Chs2 0 @ C P= m O m th t> N e mX = e the@m Mes= c GmeX=O E C. K. =. c. P= = S. C. P* e. in. Ch. in. N. m. c. @. @. @. en. O. D. N. @. S. th. *=. @. en. 2 g CN. N. en. e. C. O . e E==NNme@eaND EO=NNamemme EO*=Nammem EO==Na g g g g g =Nm
==m
==N = = 8 m e= mm m e= m e= O. (>
== m m.a in Ch m *= s-in th m 04 ** m >= =* e.th m *=== e Ch O. (> O. (> N M P=== m m m P= = in N m % = en ch = === N N m m m e = = = = =NNmmm
~~=== N N m m w.~~
Ow Cw O.W O.w.d d W N l.d N and W tad d N and W W H H I C t-Q e-Q >= Q e= -E4 eeemmeCeNN@ E( emmNememXe E( e ceMF@es E( gr@Ch= m N O @ e N a= Ch N E M X m @ Ch E @MXNeme@Cm2 = m e m in e @ @ = N on M M N an C Ch m N 5eCeeN s e e. N m e C C F M mr@ W ONNmMCS z d c e e Ch ~ m e e C - m ..x .=ce-ec ..z w-NS-=ON~~ E e., ~ N Ch - m w N. m. en. en. *=. O. N. e. e. m N. ( ( ( ens N. m. in. en. @. in. @. s. m. N. n.s e= N. N. @. a. Ch. N. Cb. Ch. .* C eme = N. N. X. C. c g .c E .c .g g. E. -CCCCO== COCO g =COOOOOOOOO g mOOOO=NN=O g
~~COOC=~~
~~w w.. w =... W =.. w O C C e O e O X X (== 6d =daC = w =d ( N 6.d =d ( N w w ( e ( w ( ow~~
=
E C C C ** O O C an C enX U m= ECCCCCCCCeC Um E O N== O O O O P O Um ECmCCC E O e CN N P= en Ch e e N ** -E C in ch N a= *= m== C CA : -E O :e m C P= C m a e m -E O c am e = c .= E w:O%EC %:=Ce E== E e.d X.6 %== c @ N es e = ewe e N = = C N Ch e & ewe weNmc@ EC C m. m e to. :* =* C. P. N. m a-e= b a= O w = N a e *= N en > e., r= = O - = N m e= O *= P= e m a. c==Nm =ZC C Ch m C. c. en. :. e. m.==..
== 2 C C Ch. N. in e. m. C. r. :. C. =EC 2 Ch N e. m : C . = OC= OC- = OC-e.- C = = N m @ a= X *= e
~~I C~~
= *= m =Z a==N wZQ
=== N ed E D Cw
== 0.U.d e.4 0 e., wCw GE WE GE G E.= .. = = E...= g g C S N @ C X ED N @ C 2 e N .O 6 C ON@ceeN@CXe C *=Q @N@CXeN@CX .C e..C
~~= N C C M.e~~
===== N N m m m e in a-.-== N N m m m e-w
==== = N Od m m .a e
=
~~{ m N m N m N m N g e (m = ( in = ( In = = E N E N E N = .II.e~~
=
~~i.J~~
=
4.d a= 4.d EC C UES C QCm OKE y .C e CeremeeCNXNN wCe CNe@Nammh@e wOs NO@ mere @*C w o P. Em@Cha e = Ch E m m C C = % >= ** @ C C= = C E m m = = e @ m =* M in t=.= @ e C r @ a= c en @ N m b-E @ c & Ch @ a em NP=CeCh@@ m in e = a O Ch e *= C #= m e : mCCCChm=@== m e e C C m in <N E m== m e== N e c N = a aC N Em=Nm=e@ammC 4N E >= N > >= *= C e C% e r (N E==NmChe I E= .O N.m m e.=. C.N.C.e..N. .C h. m. a. c. @. @. @. r. a. h. WEa C =.N.N.e. m.e.m c.m e. C = N. N. m. e. WE= we= = m e= m e= e so = = em. Q C O O C O a= = = C C C E U. C OOOOOCOCCC EU OCOCONNN=O EU CCCCC = = E wC E r= a.E E Cw0 I C a. Cw f
a. E c= a. E

a. r= E m
.4 E mm K mm E in e E.= 6 o= w w = id aJ = w w i wE .O.d =wE Q Ew= Q Ew= Q sn 3 to 3 tas 48 3 6.d in D w EQ bCCECeCCCCCC CEO a= C O O = C in C N C = CZQ a.CCCCCCCCCC Cry LCCCCC C= to C = m * *= @ c e C N O
= C *= to C *= @ e M N @ Ch N *
and C = to C e Ch *= en m C & C
== C - to C e CS C m l* t= e O e *= @ m e N N N = C E r=== C C @ *= e N Ch e * ** E t= h= 0Ne@@NN@@C E b.= CNeC= C O. N. e. m N. O. @.==. m. e. m O Ch. N. @. @. p= X. Ch. e. N. m. = m, e., Ch. *=. m. m. M. N N.==. m. e. O, Ch. *. m. C. N. to
== to O =m j w e ww w am e. e= en, e= E E C === N m a in *= N P= @ e*E E === = N m e @ @ X @ wE E O w = N m e Ch *= N Ch 6d5 EC===m w
== = m E ind .= = N E w
== N m E = E O e C eE C e C 8 ( -C ( ( = C to O to O O to C e. E== e m m *= = en C5 m *= = 3 =. E *= in Ch m P=== e th m *= 3 ed E== nn Ch m h== in Ch m ** 3.= E = en m M *= i m. C
==NNNmma
== c
==NNNmm =m c
==NNNmm
== C
== 1 j = = = ,~_y .%,y__. -,,,y-. ,.,y. 4m_- y.,,
~.._ c .q e. = 29 5.1258 2.19840 22 5.7240 2.88000 23 7.0290 2.88000 24 T.6919 2.40854 25 8.8880 2.40854 26 9.1630 2.40662 2T 10.4940 2.23896 28 13.6980 2.15398 29 16.7420 2.15398 30 IT.1600 2.00484 31 17.5120 1.86769 32 18.5460 1.86400 33 20.0310 1.84240 34 22.8690 1.21018 35 27.0930 0.875T0 36 29.4140 0.80028 3F 36.3000 0.55185 38 39.5000 0.52802 I IUSB-REF INf D RE SPONSL SPE CIRA IOtt litCIRICAl plDC.; SEf NO. = 8 f l 00R RE SPONSL SPEClitA 10R SSi; COMPONINI AY ; DAMPlNG = 0.03 IBGURL NO. 128s 8-R DIRICil0N 2 Al ELEVATION 830.00 FIEI NO. OF SPECTRA = 1 Bit 0ADf MI D SPECIRl8H F0ft N00E= 128s8 tilGRi t OF IRE E DOM = 2 NUMBER OF CRIDS = 35 DAMPlNG VAlu[ = 0.030 1 0.9000 0.17244 2 0.9450 0.17132 3 0.9990 0.17867 4 1.0620 0.21089 5 1.1250 0.21881 6 1.2296 0.21881 i 1.2810 0.22924 8 1.3230 0.26875 9 1.3590 0.28877 to 1.5552 0.288TT 11 1.6650 0.31261 12 1.8000 0.38162 13 2.3670 0.8s6506 14 2.6460 0.59007 15 2.9970 0.7T021 16 3.2130 0.88955 IF 3.4650 0.98310 18 4.0000 1.47654 19 4.6000 2.11345 20 5.1456 2.11145 i 21 5.7240 2.61456 22 f.0290 2.67456 23 7.6964 2.19442 24 8.8880 '2.19442 25 9.1630 2.18583 26 10.4940
~~2. 1 3889 5 2T 11.0000 1.87796 28 16.7420 1.87796 29 17.1600 1.78321 30 18.5860 1.48282 31 20.0310 1.4T396 32 22.0000 1.03841 i~~
33 22.8690 0.96T32 34 27.0930 0.58115 35 39.5000 0.48417 1 9 IUSI-REF INED RESPONSE SPECIRA FOR EI ECTRICAL DLDC.; SEI NO. = IE00R RESPONSE SPECTRA 1014 SSt; COMPONINI AY ; DAMPING = 0.03 FIGURE NO. 1249-8 DIREC180N 2 AT ELEVAlloN 807.00 FEET NO. OF SPECTRA = 1 Dit0ADI NE D SPECTRUM FOR N00E=12889 DECREE OF FREEDON = 2 NUMBER OF CRIDS = 38 DAMPING VALUE = 0.03G 1 0.9000 0.17344 2 0.9450 0.17793 3 0.9990 0.87816 88 1.0620 0.21192 5 1.1250 0.21917 6 1.2278 0.21987 7 1.2870 0.23036 8 1.3230 0.26931 9 1.3590 0.28906 to 1.5625 0.28906 11 1.6110 0.29065 12 1.8000 0.388T4 13 2.3670 0.4648:5 14 2.8110 0.662FT 15 2.99T0 0.76973 16 3.2130 .0.81514 li 3.4650 0.97906 18 4.0000 1.4509T 19 4.6000 2.01868 20 5.1032 2.07868 21 5.7240 2.71536 22 1.0290 2.71536 23 7.6973 2.29804 24 8.8880 2.29804 l 25 9.1630 2.29091 26 10.8s940 2.12720 21 11.0000 1.75570 28 11.4230 1.65001 29 13.2120 1.65001 30 13.6980 1.65773 31 16.7420 1.65713 32 17.1600 1.56552 33 18.5460 1.18336 34 20.0310 1.10920 35 22.0000 0.77532 36 2F.0930 0.51508 37 29.41880 0.51102 38 39.5000 0.48T06 I tilSI-RE F INED RI SPONSE SPLCIRA FOR E LECittl CAL DLDC. ; SET NO.
~~10 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPING = 0.03 flCURE No. 1250-R DIRfCll0N 2~~
AT ELEVAll0N 778.00 FEEI No. OF SPECTRA = 1 Dit0ADINED SPECIRUM IOR N00E=1250 DICREE Of IRE EDON = 2. NUH8ER OF CRIDS = 37 DAMPING VALUE = 0.030 I 0.9000 0.11451 2 0.9450 0.17850 3 0.9990 0.17959 4 1.0620 0.21166 5 1.1250 0.21868 6 1.2282 0.21868 7 1.2810 0.22902 8 1.3230 0.2690 4 9 f.3590 0.28995 10 1.558T 0.28895 II I.6650 0.31289 12 1.8000 0.38666 I 13 .2.3610
~~0. 45198e 14 2.6460 0.58093 15 2.9910 0.F5088 16 3.2130 0.79191 i~~
li 3.8s650 0.94929 18 88.0000 1.37628 19 4.6000 8. 9 76:05 20 5.0651 1.?7403 21 5.7240 2.76480 22 7.0290 2.76480 23 7.6666 2.32276 24 8.8880 2.32276 25 9.1630 2.31191 26 10.8s940 2.07548 2T 11.0000 1.70536 28 11.971T 1.37483 29 14.2120 1.31483 30 15.2130 1.32199 31 16.1480 1.21141 32 16.7420 1.23683 33 IF.1600 1.11283 34 18.5460 0.88s422 35 20.0310 0.63931 36 22.8690 '0.53879 37 39.5000 0.4806T I ] IUSI-ItEl lNE D ltl SPONSE SPE CIRA f 0R fi f Clit1 CAL BLDG. ; SEI NO. 11 = J ll 00ft RE SPONSE SPECIRA 10ft SSl; COMPONINI Al DAMPING = 0.03 i FlcultE NO. 1246-D DiltLCll0N 3 Af [LEVAll0N 8F3.33 FEti NO. OF SPECTRA = 1 } -E Ul J ~
~ i BROADENED SPECIRUM IOR N00f=1246 D[ Cite E OF 1 RLEDOM = 3 NOM 8ER OF CHIDS = 38 DAMPlNG VALUE = 0.030 I 0.9000 0.24?66 2 0.9450 0.2533F 3 1.0019 0.25337 -4 1.0620 . 0.30306 5 1.28T0 0.33062 6 1.3590 0.38964 7 1.4251 0.38964 8 1.4490 0.40996 9 1.5030 0.43294 to 1.5110 0.43294 Il 1.6650 0.49400 12 1.7280 0.57648 13 f.8000 0.58119 14 1.8120 0.64722 15 2.0345 0.64F22 16 2.0430 0.65140 11 2.3670 0.72411 18 2.6460 0.89236 19 2.8170 0.89746 20 2.9970 1.09118 21 3.2130 1.25100 22 3.4650 1.38166 23 4.1100 1.91937 24 5.0750 1.91937 25 5.6250 2.73102 26 F.8240 2.73102 27 8.8880 1.T3262 28 12.3200 0.66624 29 13.93T0 0.61828 30 14.2120 0.60263 31 14.3912 0.58033 32 18.5460 0.58033 33 18.90ll O.56982 34 22.8690 0.56982 35 26.8787 0.41322 36 29.4140 0.41322 3F 32.7584 0.38923 38 39.5000 0.38923 1 1 INSI-RLIINED ltISPONSE SPICill A FOR fl.lCIRICAL RLDC.; SET No. = 12 i fl00R RESPONSL SPECTRA 50R SSL; COMP 0NINI AZ ; DAMPlNG = 0.03 f1 GORE No. 1241-B Diftt CI ION 3 AI [t[VAll0N 854.33 ILEI Mo. OF SPECIRA = 1 J I RROADENED SPECTRUM FOR N00E=1247 OfCR(( OF T R(( DOM = 3 NUMBER OF CRIDS = 40 DAMPlNC VALUE = 0.030 1 I 0.9000 0.24064 2 0.9450 0.25120 3 1.0009 0.25120 4 1.0620 0.30080 4 5 1.2810 0.32591 6 1.3590 0.38424 T 3.4249 0.38424 8 1.4490 0.40235 i 9 1.5030 0.42379 10 1.5T20 0.42379 11 f.6650 0.48290 12 1.7280 0.55606 13 1.8000 0.56604 14 1.8720 0.62850 15 2.0401 0.62850 16 2.0430 0.62912 1, 17 2.3610 0.69195 18 2.6460 0.83073 19 2.8170 0.83565 .20 2.9970 1.00684 21 3.2130 1.14604 22 3.4650 1.24190 23 4.1700 1.68698 24 5.0464 1.68698 25 5.6250 2.39598 26 7.8210 2.39598 2T 8.8880 1.78677 28 9.1630 - 1.68451 29 12.2213 0.59214 30 13.9370 0.59214 31 14.2120 0.576F1 32 15.2570 0.50316 33 16.6954 0.49361 34 18.5460 0.49361 35 20.0310 0.45235 36 22.0000 0.45003 3F 22.8690 0.44391 38 27.0930 0.34816 39 29.4140 0.34545 40 39.5000 0.32446 l 3 1 10SI-REF INED RESPONSE ' SPECTRA IOR [i tCittl CAL BLDC. ; SET NO. = 13 i It00R RESPONSE SPECIRA.f0R SSf; COMPONENT AZ ; DAMPING = 0.03 F ICoft[ NO. 1248-D DIRECTION 3 AT [LEVATION 830.00 TEET No. OF SPECTRA = 1 HROADENED SPfCTRUM FOR N00E=1248 DI CRE E OF FRE E DOM = 3 NUM9tR OF CRIDS = 37 DAMPING VALUE = 0.030 1 0.9000 0.23746 2 0.9450 0.24846 3 1.0009 0.24846 4 1.0620
~~0.29708 I~~
5 1.2810 0.31890 6 1.3590 0.37534 7 1.4251 0.37534 8 1.4490 0.38980 9 1.5030 0.40990 to 1.5681 0.40990 11 1.T280 0.52379 12 1.8720 0.59852 13 2.0163 0.59852 14 2.2500 0.68302 15 2.6460 0.73713 16 2.8170 0.75905 i li 2.9910 0.87605 18 3.2130 0.98395 19 3.4650 1.03192 20 4.0000 1.33920 21 5.0040 1.33920 22 5.6250 1.80837 23 7.0290 1.80837 24 7.1215 f.77013 25 7.8200 1.77013 26 8.2000 1.70982 2T 1D.4940 1.08025 28 12.2914 0.51009 29 13.6950 0.51009 30 13.9310 0.50F96 31 14.2820 0.50012 32 15.2570 .0.43963 j 33 16.7420 0.43110 34 18.5460 0.36942 35 22.8690 0.34157 36 27.0930 0.28360 31 39.5000 0.27517 j 1 = 14 IUSI-REF INED RESPONSE SPICIRA f oft L LECIR f CAL OLDC. ; SET NO. ILOOR RESPONSE SPECTRA f0R SSf; COMPONI.Ni AZ ; DAMPlNO = 0.03 1 FIGURE NO. 1249-11 DIRECiloN 3 AT [LEVAll0N 807.00 FEET No OF SPECTRA = 1 Dit0ADINE D SPECIRUM IOR N00[=1249 Di Cit (( of IR[fDOM = 3 NUMBER OF GRIDS = 36 DAMPING VALUE = 0.030 1 0.9000 0.23415 2 0.9450 0.2453T 3 1.0000 0.2453F 4 1.0620 0.292F2 5 1.2810 0.31127 6 1.3590 0.36603 F 1.4268 0.36603 8 1.4490
~~0.37605 9~~
l.5030 0.39138 to 1.5682 0.39338 11 1.F280 0.48819 12 1.8F20 0.56575 13 2.1198 0.56575 14 2.2500 0.57911 15 2.6460 0.63163 16 2.9970 0.75FT2 1 IF 3.2130 0.80133 18 3.4650 0.80915 19 3.7530 0.98320 20 5.0040 0.98320 21 5.4630 1.16698 22 5.6250 1.23558 23 6.7333 1.23558 24 F.2720 1.49694 25 G.6380 1.49694 26 II.0000 0.66918 21 12.2T36 0.45003 28 13.6950 0.45003 1 21 14.1102 0.42485 30 16.1420 0.42485 31 11.5240 0.40881 32 20.0310 0.40881 1 33 22.8690 0.36021 34 2T.0930 0.2F653 35 29.4140 0.21531 36 39.5000 0.25486 -{: 1 54 i 1
e 'e
~~t. gp,~~
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ML20094A559

Text

References:

Response

Response

SUMMARY

SUMMARY

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