Text

Refined Response Spectra for Auxiliary Bldg
	ML20094A585
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
	FAB-4R, NUDOCS 8411060474
	Download: ML20094A585 (64)
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!' REFINED RESPONSE SPECTRA FOR AUXILIARY BUILDING i

l, Presented herewith are the refined floor response spectra

. for the auxiliary building (references 2 and 3) based on existing response spectra (reference 1) and developed l 'primarily for as-built piping analysis. These response have been refined based upon improved curve spectra 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 1323-B through 1336-B and 1295-B through 1308-B which are summarized in Table nos.

2 'and 3. Also the digitized values of the same spectra are also 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 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 l note that Ax and Az are in the east-west and the north-south a directions respectively while Ay is in the vertical direction based upon the plant's general coordinate system.

r All spectra presented in this report include the coupling effects of non-symmetric structure. The curves shown are for i the most critical location of the floor, considering the combined effect of translation and rotation.

References:

i

1. "Instructure Response Spectra for Auxiliary Building,'"

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

5

2. "TUSI - Refined Response Spectra for Auxiliary Building,"

s calculation book no. FAB-1C, Rev. O.

t 1 3. "TUSI -

Computer Output for Auxiliary Building Refined Response Spectra," computer

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<1 IUSB-RiflNip RESP 0MSE SPfCIRA f0R AUXILIARY 8LDG.; SET NO. = 1 ft00R RESPONSE SPECIRA f0R 1/2 SSE; COMP 000 TNT AX ; DAMPIIIG = 0.01
.flGURE No. 1323-8 DIRECTION 1 AT ELEVAllON 899.50 FEET No. of SPECTRA = - 1 i
l 8640A0(NE D SPECTRUM FOR IIODE=1323 DEGREE OF FREEDOM = 1 -100MS[R OF GRIDS = 49 DAMPIIOG VALUE = 0.010 1 1 0.9000 0.14411 2 0.9450 0.14896 3 1.0099 0.14896 4 1.0620 0.20504 I 5 1.1250 0.2310F 6 1.3035 0.23107 7 1.3590 0.32057 8 1.4040 0.32189 i 9 1.66F6 0.32189 10 1.7280 0.42918 11 1.8000 0.43966 12 1.8720 0.50995 13 1.9530 0.52023 14 2.0786 0.52023 15 2.1420 0.59674 16 2.4810 0.59674 i 17 2.5020 0.62056 18 2.6460 0.62541 19 2.8570 0.79331 20 2.9970 . 0.91630 i 21 3.3318 0.91630 22 3.4650 1.06358 23 3.7530 1.65148 24 3.8190 1.67626
! 25 4.1490 2.31555 26 4.5000 2.57303 27 5.0399 2.57303 28- 5.4630 5.22281 29 5.6250 5.24181 30 5.7510 5.41805 31 7.0290 5.41805 32 7.1280 5.23607 r-I 33 7.8210 2.5437T 34 7.8540 2.27368 35 9.2730 1.73457 36 13.9370 1.73457 f
3T 14.2120 1.61413 38 14.5478 1.46469 39 15.2130 1.46469 to 15.2570- 1.39014 -
' - 41 16.7420 1.36138 42 17.0291 1.20621 43 17.5120 1.20621 44 18.5460 1.03355 1 45 20.0380 0.75444 46 22.0000 0.73922 47 22.8690 0.56375 48 27.0930 0.42775
i 49 39.5000 0.40400
!I IUSI-REFINED RESPONSE SPECTRA FOR AUXILI ARY 8LDC.; SET NO. m. 2
) FLOOR RESP 000SE SPECTRA (OR 1/2 SSE; COMPONENT AX ; DAMPIIIG = 0.01
! FIGURE NO: 1324-8 DIRECil04 1 AT ELEVAil0N 886.50 FEET No. OF SPECTRA = 1 i 8ROADEft(D SPECIRUM FOR 1000E=1324 DEGREE OF IRE Els0M = 1 IIUMBER OF GRIOS = 48 DAMPIIIG VALUE = 0.010
I 0.9000 0.14259 2 0.9450 0.14757 3 1.0105 0.14757 4 1.0620 0.20254 i 5 1.1250 0.22800 6 1.3039 0.22800 7 1.3590 0.31648 8 1.4040 0.31835 9 1.6692 0*31835 10 1.7280 0.41817 Il 1.8000 0.43003 12 1.8720 0.49731' 13 1.9530 .0.50F02 14 2.0802 0.50102 15 2.1420 0.57811 16 2.4909 0.57811 t 17 2.5020 0.58950 18 2.6460 0.59943 19 2.8170 0.75204 20 2.9970 0.86977 21 3.3562 0.869FT 22 3.4650 0.97143 23 3.7530 1.49489 24 3.8F90 1.51469
. 25 4.1490 .2.06144 26 4.5000 2.24994 2r 5.0322 2.24994 28 5.4630 4.55652 1 29 5.6250 4.57322 30 5.7510 4.11366 31 7.0290 4.71366 32 7.1280 4.53803 i 33 F 8210 2.15884 34 7.8540 1.92665 35 8.8880 1.40789 36 9.2730 1.17450
3T 13.93F0 T.17450 38 14.2120 1.10747 39 14.6235 0.93670 40 15.2130 0.93670 1 41 16.1420 0.89861 42 11.0123 0.80833 43 11.5120 0.80833 44 19.9312. 0.53801 45 22.0000 0.53801 46 22.8690 0.43001 47 29.4140 0.36391 48 39.5000 0.34553 1
k TUSI-RE F INI D RESPONSI SPE CTRA l0R AUXIL I ARY 8t DC. ; ' SET NO. = 3 '
? F100R RfSPONSE SPICIRA 50R 1/2 SSI; COMPONENT AX ; DAMPING = 0.01 .
+
flGURE NO. 1325-8 DIRE C T ICM 1 AT ELEVAll0N 813.50 FEET No. OF SPECTRA = 1 l
SROA0(NED SPECTRUM FOR NOCI =1325 DECREE Of IR[tDOM = 1 MUMBE R OF GRIDS = 48 DAMPING VALUE = 0.010 '
a 1 0.9000 0.14 10 2 0.9450 0.1462 3 1.0111 0.14621 4 1.0620 0.20007 4 5 1.1250 0.22496 6 1.3043 0.22496 7 8.3590 0.31249 8 1.4040 0.31490 l 9 I.6710 0.31490 10 1.T280 0.40131 11 l.8000 0.42059 12 .1.8120 0.48484
13
5.9530 0.49391 14 2.0889 U.4939T 15 2.1420 0.55913 16 2.5108 0.55913
Il 2.6460 0.51393 18 2.8110 -0.71126 19 2.9910 0.82398 20 3.3913 0.82391 1 29 3.4650 0.88020 22 3. l's 30 1.33989 23 3.8190 1.35416 24 4.1490 1.80923 j 25 4.5000 1.9?949 26 5.0711 1.92949 21 5.4630 3.89919 28 5.6250 3.91448 1 29 5.1510 4.019';4 30 1.0790 4.01954 31 7.1780 3.76010 32 F.8210 1.18846 33 3.8540 1.58651 34 8.8880 1.18799 35 9.2130 0.94105 36 10.4940 0.88313 31 II fMMNI 0.64619 38 II.3086 0.62560 39 13.9370 0.62560 40 14.6369 0.46104 41 16.}420 0.46704 42 16.8691 0.450T1 43 17.5120 0.45077 44 19.841T 0.34938 418 s* ,
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IUSI-REr lNED RESPO4SE SPf CIRA IOR AUXILI ARY BEDC.; SET NO. = 4 f E00R RESPOIISE SPECIRA IOR 1/2 SSt; COMPONENT AM ; DAMPING = 0.01 flGURE NO. 1326-8 DIRECil0N 1 AT ELEVATION 852.50 TEET No. OF SPECTRA = 1 BROADEIBED SPEclRUM 'f 0R 800DE=1326 DE CREE OF IRE E DOM = 1 IIUMSFR of CRIDS = 48 DAMPINC VALUE = 0.010 1 0.9000 0.13919 2 0.9450 0.14452 3 1.011F 0.14452 4 1.0620 0.19754
! 5 1.1250 0.22102 6 1.3052 0.22102 7 3.3590 0.30F36 8 1.4040 0.31100 9 1.6735 p.31100 10 1.7280 0.39393 11 1.8000 0.41040 12 1.8720 0.46968 3 13 1.9530 0.4FF65 14 2.0841 0.47F65 15 2.1420 0.53681 16 2.6082 0.53681 17 2.6460 0.54233 18 2.8110 0.66129 19 2.9970 0.76743 20 3.4626 0.76743 21 3.4650 0.76816 22 3.7530 1.16601 23 3.8852 1.16601 24 4.1490 1.50319.
25 4.5000 1.54355 26 5.0040 1.58858 2F 5.4630 3.24947 28 7.1280 3.24947
, 29 ?.8210 1.40462 30 7.8540 1.24331 31 8.8880 0.88664 32 9.2730 0.R8000
' 11.0000 0.49234 35 11.3140 0.47769 36 13.9370 0.47769 33 10.4940
0.66249 34 37 14.2120 0.46363 38 14.4746 0.42280 39 15.2130 0.42280 40 16.7420 0.41753 i 41 16.7880 0.41091 42 17.5120 0.41091 43 18.5460 0.32765 44 19.4584 '0.30289 j 45 22.0000 0.30289 46 29.4140 0.24415 47 32.8261 0.23482 48 39.5000 0.23482 i1 luSI-REr lNED RESPONSE SPECTRA f 0R AUMILI ARY 8t DC.; SET No. a 5 I ILOOR RESPOIISE SPECTRA f OR 1/2 SSE; COMPONENT AM ; DAMPIIIC = 0.01 l FIGURE No. 1327-8 O1RECTION 1 Af ELEVAil0N 831.50 TEET No. OF SPECTRA = 1 BROA0E81E0 SPECTRUM FOR 1000E=1327 DECREE of TREEDOM = 1 NUNSER of CRIDS = 50 DAMPINC VALUE = -0.0I0
I 0.9000 0.13672 2 0.9450 0.14233 3 1.0125 0.14233 4 1.0620 0.19310 1 5 1.1250 'O.21441 6 1.3801 0.21441 7 1.3230 0.23157 8 1.3590 0.30056 i 9 8.4040 0.30406 10 1.6771 0.30406 II 1.7280 0.37493 12 1.8120 0.44816 13 1.9530 0.45460 14 2.0882 0.45460 15 2.1420- 0.50511 16 2.6180 0.50511 4l li 2.6264 0.49693 18 2.6460 0.49693 19 2.8170 0.59245 20 2.9970 0.68600 4 21 3.5194 0.68600 22 3.7530 0.93998 23 3.9194 0.93998 24 4.1490 1.13024 l 25 4.717T 3.13024 26 5.0040 1.18361 27 5.4630 2.16434 28 5.7510 2.22086 1 29 7.0290 2.22086 30 7.1280 2.11499 31 7.8210 0.83523 32 7.8322 0.80819 4 33 8.8880 0.80819 34 9.1630 0.F8456 35 9.2730 0.75929 36 10.4940 0.47658 3F 13.9370 0.41658 38 14. 66 3f1 0.42950 39 15.0188 0.40482 40 16.7420 0.40482 43 16.7513 0.40324 42 17.5120 0.40324 43 18.5460 0.2t984 44 20.0310 0.23646 45 22.0000 0.23553 46 22.3979 0.23F17 4F 27.0930 0.21117 48 28.2181 0.20414 49 36.3000 0.204I4 50 39.5000 0.17052 i 1 1 .
luSI-RElIN(D RESPONSE SPECIRA IOR AUMit I ARY BLDC.: SET NO. = 6
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, fl 00R RESPONSE SPECIRA IDR 1/2 SSE; COMPONENT AM ; DAMPING = 0.01 1 i IICURE No. 1328-8 DIRECTION 1 AT ELEVAT10N 810.50 TEET NO. Of SPECTRA = 1
\
j RROADENED SPEC 1 RUM f 0R Is00Esl328 D(CREE OF FREEDOM = 1 800MBER OE CRIOS = 44 DAMPINC VALUE = 0.010 1 I 0.9000 0.93416 2 0.9450 0.14000 3 1.0818 0.14000 4 1.0620 0.19010 i 5 1.1250 0.20F90 6 1.3310 0.20F90 F 1.3230 0.22365 8 1.3590 0.29256 .
j 9 1.4040 0.29641 10 1.6828 0.29641 11 1.7280 0.35366 12 1.8720 0.42591 4 13 1.9530 0.42960 14 2.0915 0.42960 15 2.14?O 0.47324 16 2.6180 0.41324 j IF 2.6449 0.44185 18 2.6460 0.44185 19 2.9910 - 0.59998 20 3.6115 0.59998 1 21 3.1530 0.10715 22 4.0125 0.10FF5 23 4.1490 0.76215 24 5.0006 0.76215 4
] 25 5.0040 0.16250 26 5.4630 3.11243 2F 6.6110 1.lF243 28 7.0290 1.14066
29 F.6655 0.12590 30 8.8880 0.72590 31 9.1630 0.643tl 32 13.9310 0.64311 i 33 14.6630 0.47281 34 15.1948 0.33666 35 16.F420 0.33666 36 16.9350 '0.30331 1 3T 17.5120 0.30333 38 11.7181 0.21543 39 22.0000 0.27543 40 22.8690 0.24333 l 41 21.0930 0.18648 42 29.4140 0.15654 43 36.3403 0.12951 44 39.5000 0.12957 l' ^
l IHSI-REllNE D RESPONSE SPE CIRA 8 0R AHXil l ARY Bl DG.; SII NO. = F. 93
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p f t00R RESPORSE SPECICA l0R 1/2 SSE: COMP 000E;;I AM ; DAftritIG = 0.El i IGUItt IIO. 8329-M DIRECI IDOI 1 AT ELEVAII0It 790.50 IEEt 100. OF SPECTRA = 1 ,, ,
eft 0A0f aN D SPEC 1 RUM IOft IIOM=1329 M GstE E OF f RE EDOM = 1 IRIMBER OF GRIOS = 38 DAf0PIIIG VALK = 0.090 -
1 0.9000 0.83205 2 0.9450 0.13796 3 1.0103 0.13796 4 1.0620 0.18929 5 1.1250 - 0.20?01 6 1.3194 0.20201 7 1.3230 0.21657 8 -1.3590 0.28616 9 3.4040 0.29093 to 1.6879 0.29093 Il 1.7280 0.33629 12 1.8720 0.407F9 13 2.0951 0.40779 14 2.1420 0.44524 15 2.7551 0.44524 16 2.8170 0.45F54 IF 2.9970 0.52F35 18 3.6630 0.52735 19 3.6644 0.52445 20 4.5870 0.52445 21 4.6156 0.51091 22 5.2754 0.51091 23 5.4630 0.55853 24 5.7240 0.59858 25 5.7510 0.61124 26 5.8320 0.61843 2F 6.8086 0.61843 28 7.2720 0.6938F 29 8.8880 0.6938F 30 9.1630 0.59366 31 13.9370 0.59366 32 15.2570 0.28646 33 15.5676 0.26256 34 20.0310 0.26256 35 22.0000 0.25398 36 22.8690 0.20832
. 3F 27.0930 0.12750 34 39.5000 0.09949 I
IUSI-ItEF IggER llESPGstSE SPEC 1RA FOR AUMit I ARY BLOC.; SET 100. = 8 FLOOR RESPGstSE SPECTRA 500t 1/2 SSE: C006POSIE81f AY ; DA80PIIIG = 0.01 f IGUftt 100, 1323-8 DIRECT ICII 2 AT ELEVAil001 899.50 FEET 100. OF SPEC 1stA = 1 tIROADEIIE0 SPECTRUM Fest IIODE=1323 DEGREE of FREEDOM = 2 IIMDSER OF GIllDS = 44 DAMPBIIC VALK = 0.010 1 0.9000 0.10544 2 0.9450 0.10702 3 1.0067 0.10702 4 1.0620 0.14484 5 1.1250 0.15392 -6 1.2F79 0.15392 7 1.28F0 0.15728 8 1.3230 0.lP086 9 1.3590 0.22230 10 1.6854 0.22230 11 1.7280 0.26057 12 1.8000 0.29549 13 1.8720 0.322F9 14 2.0645 0.322F9 15 2.1420 0.36728 16 2.4155 0.36728 li 2.5020 0.437F3 18 2.6460 0.45448 19 2.8170 0.59772 20 2.9970 0.71491 23 3.2238 0.73491 22 3.4650 0.92698 23 3.9240 1.58210 24 4.0000 1.60715 25 4.0860 1.62233 26 4.1490 1.86565 2F 4.5000 2.33961 24 5.3396 2.33981 29 5.4630 2.5FlTS 30 5.7240 2.90182 31 5.7510 3.04217 32 5.8320 3.22374 33 11.9970 3.22374 34 12.4470 3.56280 35 15.2130 3.56280 36 15.2570 3.36653 3F IF.1600 1.85652 38 17.5120 1.77168 39 20.0310 1.01544 40 22.tw700 - 0.9969F 41 22.8690 'O.81442 42 29.4840 0.64656 43 36.3000 0.36997 44 39.5000 0.34266 1
IUSI-Rt FIIIED RESPOISSE SPtCIRA f OR AUMILi AftY StDC.; SEi 180. = 9 TLOOR RESP 08tSE SPECTRA 50ft 1/2 SSE; C000P000ERI AY ; DA80PitIG = 0. 0 1 f lGUftE 880.-1324-0 DIRECT 1006 2 AT ELEVATIOII 896.50 FEET 18 0 OF SPEC 1stA = 1 SftOADEIGED SPECisttIM F00t Igo0E=1324 DEGREE OF FREEDOM = 2 IIUMRER Of GIllDS = 45 DAf0PIIIG VALUE = 0.010 1 0.9000 0.10591 2 0.9450 0.10754 3 1.0066 0.10754 4 1.0620 0.14929 5 1.3250 0.15453 6 1.2782 0.15453 7 8.2R70 0.15770 8 1.3230 0.18140 9 1.3590 0.22293 to 1.6868 0.22293 11 1.72R4 0.26057 12 1.8000 0.29584 13 1. 8 F20 0.32268 14 2.0682 0.3'*268 15 ?.8420 0.36793 16 2.4168 0.36793 17 2.5020 0.43744 18 2.68e60 0.45345 19 2.81FO 0.59566 20 2.9970 0.Fil92 28 3.2228 0.71892 22 3.4650 0.92119 23 3.9010 1.56990 24 3.9550 1.60243
?$ 4.0860 1.61157 26 4.l490 1.86862 21 4.6920 2.37472 28 5.3321 2.37472 29 5.4630 2.62880 30 5. 72's0 2.96483 31 5.7510 3.10462 32 5.8320 3.30203 33 11.9910 3.30/03 34 12.4470 3.46200 35 15.2130 3.46200 36 15.2570 3.46200 37 16.F420 2.83 885 F 38 18.5460 1.41260 39 20.0310 1.01392 40 22.0000 0.%25 F 41 22.8690 0.19816 42 27.0930 0.62352 43 29.4160 u.58FF6 44 36.3000 0.34840 45 39.5000 0.32559 1
IUSB-REISOIID RESP 00tSt SPICIRA F0ft AUMit I ARY Bt DG.; SET 100 = 10 fl00R RESP 00151 SPECIRA IDM t/2 SSI; C000P000ENI AY ; DAMPIIIG = 0.01 f IC4fftE 880. 1325-H DIRE Ci l000 2 AI (LEVAll000 SF3.50 TEEI 10 0 OF SPECIRA = 1 ftft0ADflet D SPICIRUM IOR 900Df =1325 D(Gftf f Of IRfLDOM = 2 IOUMM R OF CR IDS = 44 D489P180C val UE = 0.010 1 0.9000 0.10648 2 0.9450 0.1081F 3 1.0064 0.10811 4 1.0620 Ocl4990
$ 1.3250 0.15535 6 1.2184 0.45535 1 1.2810 0.15845 8 1.3230 . 0.18289 I.6814 0.22378 11 1.7280 0.26136 12 1.8000 0.29690 48 9 1.3590 0.22318 to M
. *I 13 1.8720 0.32351 14 2.0674 9.32351 15 2.1420 9. 3 FC a 7 16 2.4968 0.37007-IF 2.5020 0.440FF le 2.6460 0.45579 19 2.8570 0.59915 20 2.9970 0.71631 *'
21 3.2283 0.F1639 22 3.4650 0.93499 23 3.9260 1.59608 24 . 4.0440 1.63394 25 4.0860 1.64Fl6 26 4.1490 1.90579 2F 4.6320 2.a3642 s 2e' 5.330s 2.43642 29 5.4630 2.69993 30 5.7240 3.04181 31 5.7510 3.179e1 32 5.8320 3.39215 33 F.1230 3.39215 34 F.7664 3.08432 35 15.2530 3.US432 36' 15.2570 3.00432 37 16.F420 f.96494 38 20.0350 1.0215e 39 22.0000 0.93s29 to 22.8690 0.77510 41 27.0930 0.57763 42 29.4140 0.53156 43 36.3000 0.33144 44 39.5000 0.31890.
1 INSI-RE f IIIED MSPOIISE SPEC 1RA IOR AUMILI AltY BLOC.; SET 100. = 11 ILOOR RESPOIISE SPECTRA 50R I/2 SSE: COMf0f0EIII AY ; DAIIPIIIC = 0.01 FIGURE 110. 1326-8 Di M CT1000 2 At ELEVAll080 852.50 #EET 10 0 Of SPECIAA = 1 BII0ADEIIED SPECTIIISI t00t IIODE=1326 N CREE OF FREE 00ll = 2 ImpeER OF O'IIDS = 43 DAII9tIIC VALUE = 0.010 1 0.9et00 0,10541 2 0.9450 0.19763 3 1.00F3 0.19768 4 1.06/0 0.14s FS 5 1.1250 0.15405 6 1.2783 0.15405 1 1.2870 0.15716 8 1.3230 0.18066 9 1.3590 0.22224 10 1.6813 0.2222as II 1.7200 0.25926 12 1.8000 0.29533 13 3.8720 0.32097 14 2.0680 0.32097 15 2.1420 0.36598- 16 2.Islao 0.36598 ST 2.5020 0.43419 18 2.6460 0.449F4 19 2.8170 3.59023 20 2.9970 0.70475 21 3.2239 0.704F5 22 3.4650 0.90649 23 4.0150 1.54958 24 4.0000 1.58220 25 4.0060 1.59832 26 4.8490 1.e3Fe6 2F 4.6500 2.33862 28 5.3309 2.33862 29 5. M 30 2.59114 30 5.7240 2.91846 31 5.7510 3.05640 32 5.8320 3.25688 33 7.1200 3.25684 34 7.7855 2.84206 35 15.2130 2.84286 36 15.2570 2.84286 i 3F 16.7420 1.F5421 38 20.0310 0.89351 39 22.0000 0.79F66 to 22.8690 .0.65571 41 27.0930 0.46332 42 36.3000 0.29215 43 39.5000 0.2se50 1
1050-REFIIIE0 RESPOIISE SPECIRA FOR AUMILI ARY B(OC.; SET 3I0 = 12 f LOOR RESPOIISE SPECIRA FOR 1/2 SSE; COIIPOIIENI AY ; DAIIPIIIC = 0.09 FIGURE 100 1327-8 OIPECT IOII 2 AT ELEVATICII 831.50 FEET 110. Of SPECTIIA = 1 BROA0EIIED SPECIIIINI iOR IIODE=132F M CettE OF TItfE0000 = 2 IRIMBER OF CIIIDS = 45 DAIIPOsIC VALUE = 0.010 1 0.9000 0.80501 2 0.9450 0.105el 3 1.0056 0.50587 4 1.0620 0.1482 5 1.1250 0.15339 6 1.2003 0.15339 7 1.2870 0.155FF 8 1.3230 0.17923 '
9 1.3590 0.22135 le 1.64F5 0.22835 .1I 1.7280 0.2574F li' l.8000 0.29295 13 1.8120 0.31191 14 2.06FS 0.31191 15 2.1420 C.362aI6 15 2.4192 0.36246 ;
IF 2.5020 0.420 % la 2.5460 0.44329 19 2.8370 0.58404 20 2.9970 0.69689 23 3.22F5 0.69649 22 3.4650 0.89330 23 4.0850 1.5230F 24 4.0FF0 1.54526 25 4.0864 1.54526 26 4.1490 1.71520 2F 4.7250 2.233ar 28 5.339s 2.23387 29 5.4630 2.45448 30 5.7240 2.76481 31 5.7510 2.89245 32 5.8320 3.08220 33 7.1280 3.08220 34 7.7924 2.42880 35 13.8300 2.42880 36 -15.2570- 2.40963 3F 16.1440 1.76201 38 17.5120 1.26945 39 18.5460 1.06166 40 20.0310 0.72079 41 22.0000 0.60109 42 22.8690 0.49707 43 27.0930 0.32800 44 29.4140 0.29160 45 39.5000 0.27258 ,
t 6 IIfSI-Rf FIIIED RESPOIISE SPICIRA 500t AuMIt.I ARY Rt OC.; SET 100. = 13 fl 00It RESPOIISE SPECIIIA Opet 1/2 SM; COIIPOII(III AY ; DAIIPIIIC = 0.01 IICHIRE NO. 3328-8 DIRICI IOII 2 AI El EVAll001 810.50 IEET RO. OF SPECTRA = 1
BROActIIID SPECIItWII f 0R IIODE=1328 ofCREE Of IREtonII = 2 IIIsMMR OF CRIOS = ' 43 OAIIPIIIC VALUE = 0.010 I i 0.90011 0.30315 2 0.9450 c.10458 3 1.0064 0.19458 4 1.0620 ' O.14630 5 1.5250 0.15132 6 1.2194 0.15832 7 1.2870 0.15396 8 1.3230 0.17F07 9 1.3590 0.21863 to 1.6891 0.21863 Il 1.F280 0.25314 12 1.8000 0.28906 13 1.8720 0.31297 14 2.0689 0.31291 15 -2.1420 0.3546F 16 2.4229 0.3546F IF 2.5020 0.41556 18 2.6460 0.42820 19 2.8870 0.56416 20 2.9970 0.67298 23 3.2366 0.67298 22 3.4650 0.83952 23 3.9000 1.43264 24 4.0150 1.45042
25 4.0893 3.45042 26 4.1490 3.65339 2F as.54Hp0 2.19 J 191 28 5.1443 2.0119F 29 5.4630 2.27306 30 5.1240 2.38081 31 F.1280 2.31081 32 F.Fil2 1.80658 , g, 33 15.2130 1.80658 34 15.2570 1.80658 35 16.1480 1.27941 36 IF.5123 0.92006 ,9 ;
l
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, 4- . -,- ,
s
. ~
37 18.5460 '9.77853 38 20.0313 .O.47802 39 22.0000 0.37598 40 22.8690 S.31785 --
41 25.6383 0.28081 42 29.4140 0.28011 43 39.5000 0.24927 ...
1 INSI-REFint e RESPONSE SPECIRA FOR AUMILI ARY St DG.; SET No.f= 14. '
It00R RESPONSE SPf CIRA IDR 1/2 SSE; COMPONENT AY ; DAMPING = 0.01 IOCURE No. 1329-B DIRECIION 2 AI [LEVATION 790.50 FEET No. OF SPECTRA = 1 SROADENtB SPECIRUM IOR 5000E=1329 DEGREE OF FREEDOM = 2 IIUINBER OF GRIDS = 50 DAMPIIIG VALUE = 'O.010 0.9000 0.10205 2 0.9450 0.10434 3 1.0070 0.10434 4 1.0620 0.14570 1
6 0.15038 1.2810 0.15252 8 1.3230 0.17485 , .l 5 1.1250 0,15038 1.2805 7 9 1.3590 0.21122 .50 1.6904 0.21122 11 1.7280 0.24994 12 1.8000 0.28582 13 1.8T20 0.30994 14 2.0689 0.30994 15 2.1420 0.35200 16 2.4256 0.35200 ,
17 2.5020 0.40776 18 2.6460 0.41658 19 2.8170 0.55254 20 2.9970 ~ 0.65816 t 21 3.2419 0.65876 22 3.4650 0.81106 23 3.9000 1.38821 24 4.0150 1.40262 25 4.0970 1.40262 26 4.1490 1.57090 27 4.5000 1.98764 28 5.3344 1.98764 -'
29 5.4630 2.19470 30 5.7510 2.29988 31 7,1280 2.29988 32 7.7099 1.84429
! 31 9.2730 1.84429 34 10.1875 1.33514 35 12.4122 1.33514 36 12.4470 1.21367 i
2130 1.21367 38 15.2510 1.21367 39 16.1480 1.21367 40 16.7420 0.83260 i l "?O 0.72836 42 18.5460 0.61616 43 20.0310 0.38F33 44 22.0000 0.32944 1
! 45 22.86. 1 0.29343 46 22.9640 0.29343 4T 24.0660 0.31325 48 29.4140 0.31325
! 49 36.3000 0.24846 50 39.5000 0.24F62 ,
l1 1USB-REFINED RESPONSE SPECTRA FOR AUXILI ARY BtDC.; SET NO. a' 15 FLOGIl RESPOIISE SPECIRA TOR 1/2 SSE; COMPOSIENT Al ; OAMPIIIG = 0.01 l DIRECil0N AT ELEVATION 899.50 FEE 7 .No. OF SPECTRA = 1 FIGURE No. 1323-5 3 l
BROADEIIED SPECTRuel f 0R II00E=1323 DECREE OF IREfDOM = 3 IIUMBER OF GRIDS = 40 l'AMPIIIG VALUE =. 0.010 1 0.9000 0.14319 2 0.9450 0.14605 3 1.0083 0.14601 4 1.0620 0.20121 5 1.1250 0.23717 6 1.3049 0.23717 7 1.3590 0.33878 8 1.6546 0.31878 4
9 1.6650 0.32283 to 1.7280 0.44073 11 .l.8014 0.44073 12 1.8720 0.51070 :
j; 2.0891 0.53829 15 2.1420 0.58663 16 2.4458' O.58663 13 1.9530 -0.53129 14 0.99749 20 3.2770 0.99749 17 2.5020 0.65808 18 2.6608 0.65808 19 3.1000 21 3.4650 1.23584 22 4.1000 1.97552 23 5.0584 1.97552 24 5.4630 3.39765 25 5.7510 - 4.19367 26 5.8320 4.22306 27 .7.1280 4.22306 28 7.8210 3.90767 29 7.8540 3.48653 30 9.1630 1.90461 31 9.2730 1.73324 32 10.4940 1.42677 33 11.0000 1.02405 34 12.1859 0.8F195 35 15.9200 0.8FF95 36 18.4015 0.57817 37 22.8690 0.57817 38 26.2308 .0.37440 39 29.4140 0.37440- 40 39.5000 0.32267 I
INSI-REf lNED RESPONSi SPECTRA FOR AUXILI ARY Rt DC. ; SET'NO. = 16 ft00R RESPONSE SPECIRA IOR t/2 SSE; COMPONENI AZ ; DAMPING = 0.01 FIGURL No. 1324-8 DIREC1804 3 AT ELEVAll0N 886.50 FEET NO. OF SPECTRA = 1 flROADE NID SPECIRUM FOR N00E=1324 DICREE OF TRIEDOM = 3 IOUMBER OF GRIDS = 42 DAMPING VAlUE = 0.010 l 2 0.9450 0.14559 3 1.0088 0.14559 4 8.0620 0.20033 1 1 0 WMN) 0.14020 '
l 5 1.1250 0,23362 6 1.3049 0.23362 F 1.3590 0.31511 8 1.6602 0.3157F 9 f.6650 0.31160 to I.7280 0.43I34 it' l.8000 0.41316 12 1.8120 0.50156 i 2.1420 0.51228 16 2.4524 0.57221
{ 13 1.9530 .0.52049 14 2.0905 0.52049 15 IF 2.5020 0.63092 18 2.6551 0.63092 19 2.9910 0.95661 20 3.2928 0.95661 l
j 21 3.4650 1.14616 22 4.0300 1.82359 23 5.04F1 1.82359 24 5.4630 3.1424T 1 25 5.6250 3.56644 26 5.1550 3.86184 27 5.8320 3.89525 28 7.8280 3.89525 29 F.8210 3.60159 30 1.8540 3.22108 31- 9.8630 .I.73472 32 9.2730 1.58196
} 33 10.4940 1.34486 34 I I .INHM) 0.94182 35 12.3200 0.78902 36 15.9200 0.78902 3F 18.5883 0.48355 38 22.8690 0.48351 39 26.3435 0.?3072 40 29.4140 0.330T2 41 35.0862 0.29174 42 39.5000 0.29114 -
1 luSI-Rif lNtp RESPONSI SPICIRA FOR AUX 1ll ARY ht DG. ;
it00R RESP 00lSE SI*ECIRA IOR 1/2 SSf; COMP 000fMI AI ; DAMPip0G = 0.01 SET NO. - 17 f l
I i
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5
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FIGURE No. 1325-9 DIRECTION 3 AT ELEVAil04 873.50 TEET NO. CF SPECTRA = . I RROADf MID SPECTRUM FOR II00E=1325 DECREE JF FREEDOM = 3 NUMBER OF CRIDS = 45 DAMP 1NC VALUE = 0.010
! I u.9000 0.13988 2 0.9450 0.14516 3 1.0093 0.14516 4 1.0620 0.19946 l 5 1.1250 0.22998 6 1.3049 0.22998 7 1.3590 0.31266 8 1.4040 0.31290
, 9 1.6654 0.31290 10 1.7280 0.42195 11 l.8000 0.42687 12 1.8120 0.49242 13 I.9530 0.50959 14 2.0920 0.50959 15 2.1420 0.%5F78 16 2.4601 0.55778 17 2.5020 0.60368 18 2. 68s s6 0.60368 19 2.9910 0.98563 20 3.3143 0.91563 21 3.4650 1.05668 22 4.1100 1.67146 23 5.0361 1.67146 24 5.4630 2.88630 25 5.6250 3.28300 26 5.1240 3.325F0 27 5.7510 3.54067 28 5.8320 3.56620 +
29 7.1280 3.56620 30 7.8210 3.29372 31 7.8540 2.95395 32 9.1630 1.56233 33 9.2730 1.42800 34 10.4940 1.25704 35 11.0000 0.85647 36 12.2914 0.68672 37 15.9200 0.68612 38 18. 58e60 0.41071 39 19.0446 0,39045 40 22.0000 0.39045 41 22.8690 0.38257 42 26.7012 0.28129 43 35.0953 0.28129 44 35.4330 0.28275 i 45 39.5000 0.28275
, i 1
TUSt-REF INED RESPONSE SPECTRA F OR AUXILI ARY BLDG.; SET NO. = 18
FLOOR RESPONSE SPECTRA IOR 1/2 SSE; COMPONENT AZ ; DAMP 101C = 0.01 j flCURE No. 1326-8 DIREC1104 3 AT ELEVATION 852.50 FEET No. OF SPECTRA = 1 1 BROAD (NED SPEC 1 RUM FOR NODE =I326 DFCREE OF FREE DOM = 3 NUMBIR OF GRIDS = 47 04MPlNC VALUE = 0.010-1 0.9000 0.13179 2 0.9450 0.14354 3 1.0101 0.14354 4 1.0620 0.19715
$ l.1250 0.22431 6 1.3054 0.22431 7 1.3590 0.30805 8 1.4040 0.308)8
{ 9 1.6681 0.30898 10 1.7280 0.40599 11 1.8000 0.41636 12 1.8720 0.47631 13 1.9530 0.49100 14 2.0943 0.49100 15 2.1420 0.53330 16 2.4743 0.53330 j 17 2.5020 0.55959 18 2.6860 4 0.56658 19 2.997J 0.84569 20 3.3657 0.84569 21 3.4650 0.91250 22 4.1700 1.42407 23 5.0135 1.42407 24 5.4630 2.48467
25 5.6250 2.82728 26 5.7259 2.82728 2/ 5.7510 2.94180 28 7.1280 2.94180 1 29 7.8210 2.80664 30 7.8540 2.52409 31 9.1630 1.288e67 32 9.2730 1.26581 33 10.4940 0.98160 34 II.0000 0.66667 35 11.3979 0.59058 -36 13.9370 0.59058 l 37 14.2120 0.58008 38 14.9383 0.45297 39 17.5120 0.4529F 40 18.5460 0.34647 1 41 20.0310 -0.33214 42 22.8690 0.27098 43 25.3941 0.25563 44 29.4140 0.25563 45 36.3000 0.24909 46 36.9931 0.24608 47 39.5000 0.246J8 1
3 10SI-RE F INFO RESPONSE SPE CTRA FOR AUXILI ARY 8tDC.; SET NO. = 19 j fl00R RESPONSE SPECTRA FOR 1/2 SSE; COMP 000EMI AZ ; DAMPillC = 0.01 flCURE No. 1327-R DIREC110N 3 AT ELEVATION 831.50 FEET No. OF SPECTRA = 1
$ BROADEN (D SPECTRUM IDR N00E=1327 DECREE OF f RE E DOM = 3 NUHetR of CRIDS = 50 DAMPINC VALUE = 0.010
! l 0.9000 .0.13630 2 0.9450 0.14220 3 1.0109 0 . 18:220 4 1.0620 0.19508 l 5 1.1250 0.21809 6 1.3057 0.21809 7 l.3590 0.30270 8 1.4040 0.30484 9 1.6724 0. 30488e 10 1.7280 0.38838: 11 1.8000 0.40348s 12 1.8720 0.45833
} 13 1.9530 0.46963 14 2.0919 0.46963 15 2.1420 0.50508s 16 2.4891 0.50504 j 17 2.5020 0.51586 18 2.6460 0.52551 19 2.9910 0.16473 20 3.4724 0.76473 l 21 4.1700 . 1.14535 22 5.0099 1.14535 23 5.4630 1.95629 24 5.6250 2.23133 1
25 5.7384 2.23131 26 5.7510 2.32240 27 7.1280 2.32240 28 7.8210 2.16848 29 7.8540 1.94085 30 8.7F06 1.28283 31 9.1630 1.28283 32 9.2730 1.26941 l 33 10.4940 0.85281 34 11.0000 0.59374 35 11.3127 0.593;8s 36 11.4030 0.61654 l 31 13.9370 0.61654 38 14.2120 0.59F25 39 14.6379 0.46291 40 16.7420 0.46291 j 41 17.0157 0.39163 42 17.5120 0.39163 43 18.5460 0.308974 44 19.2383 0.29006
45 22.(MNK) 0.29006 46 22.8690 0.2F849 47 26.8440 0.22030 8e8 29.4140 0.22030 49 33.0991 0.28303 50 39.5000 0.21303 ,
ii I
i IUSI-RIFINip RESPONSE SPICIRA IOR AUX 181ARY DIDC.; SET NO. = 20 i It00R RESPONSE SPECIRA IOR l/2 SSf; COMPONENT AZ ; DAMPING = 0.01
] f1 CURE No. 1328-H D1HICil0N 3 Al t i l VAI ICM 810.50 Fif i No. OF SPECTRA = 1 Oft 0ADI Nt o SPf CTRUM IOR fMH)[= 3 328 DECRIL OF IRifDOM = 3 NUM8tR Of CRIDS = 8:8e DAMP 1NC VALUE = 0.010 b l
N 4
_ ~ --
w -.w - ,m ..w.
.e 1 0.9000 0,13424 2 0.9450 0.14024 3 1.0109 0.14024 4 1.0620- e.19226 5 1.1250 0.21013 6 1.3108 0.21013 7 1.3230 0.22614 8 1.3590 0.29454' E.
9 1.4040 0.29810 10 1.6183 0.29810 II. 1.7280 0,36389 12 1.8720 0.43239 13 1.9530 0.44045 14 2.0978 0.44045 15 2.1420 0.47499 16 2.6180 0.%7499 17 2.6237 0.46995 18 2.6460 0.46995 19 2.9970 0.65522 20 .3.5593 0.65522 21 3.F530 0.81263 22 5.0575 0.81263 23 5.4630 1.21385 24 5.6250 1.34465 25 5.7510 1.35220 26 7.0290 1.35220 21 7.1280 1.33995 28 7.8210 1.18071 29 7.840F 1.09291 30 9.1630 1.09291 31 9.2730 1.06054 32 10.4940 0.60065' 33 11.0000 0.46255 34 II.4030 0.46255 35 13.9370 0.46255 36 14.2120 0.40892 37 14.5326 -0.35826 38 22.0000 0.35826 39 22.8690 0.28903 40 26.4561 0.17344 41 29.4140 0.17344 42 36.3000 0.15554 43 36.4408 0.15495 44 39.5000 ., 0.15495 1
INSI-RE F INf D HESPONSE SPICIRA FOR AUXILI ARY Bt DG.; SET NO. = 21 FLOOR RESPONSE SPECTRA FOR 1/2 SSE: COMPONENT AZ ; DAMPIIIG = 0.01 FICUME NO. 1329-8 DIRECitoN 3 AT ELEVATION 790.50 FEET No OF SPECTRA = 1 BROADENED SPECTRUM IOR N00E=1329 DfGREE OF IhfE00M = 3 -NUMBER OF CRIDS = 38 DAMPING VALUE = 0.010' 1 0.9000 0.13221 2 0.9450 0.13831 3 1.0102 0.13831 4 1.0620 .0.18947 5 1.1250 0.20298 6 1.3114 0.20298 7 .l.3230 0.21773 8 1.3590 0.28724 9 1.4040 0.29208 10 1.6862 0.29208 11 1.7280 0.34108 12 1.8720 0.41004 13 1.9539 0.41316 14 2.0982 0.41316 15 2.1420 0.44625 16 2.7000 0.44625 17 2.8170 0.46900 18 2.9970 0.55294 19 3.6630 0.55294 20 3.6692 0.54971.
21 4.5870 0.549T8 22 5.2331 0.54971 23 5.4630 0.60395 24 5.8320 0.61350 25 6.3990 0.72259 26 6.5889 0.72259 2T 7.2T20 0.95788 28 7.4970 0.95921 29 9.1630 0.95921 30 10.4940 0.42071 31 17.5120 0.42071 32 18.0720 0.34211 33 22.0000 0.34211 34 22.8690 0.25388 35 26.1709 0.15658 36 '29.4140 0.15658 37 36.3000 0.19683 38 39.5000 0.11579 3.-
\*
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1058-REFIIIf D RESP 00lSE SPECTItA FOR AUXILI ARY Bt DC.; SET 110. = 1 ILOOR RESPUIISE SPECTRA IOR 1/2 S$t; Coper 0IIENT AX ; DAPPIIIC = 0.02 flCURE IBO. 1330-5 DIREC18001 1 AT ELEVATI0It 099.50 FEET No. OF SPECTRA = 1 -
3010ADEleE0 SPEC 11 tuft FOR IguGE=1330 DICREE OF FREEDOpt = 1 IIUDISER OF G8tIDS = % DApef'IIIC VALUE = .0.020 1 0.9000 0.13586 2 0.9450 0.13939 3 1.0107 0.13939 4 1.0620 0.17440 5 1.1250 0.18632 6 1.2924 -0.18632 7 1.3230 0.21538 8 1.3590 0.2 % 80 9 1.5030 0.24F00 le 1.5665 0.24700 15 f.6810 0.26444 12 1.6650 0.2C470 13 1.7200 0.35509 14 1.8079 0.35509 15 1.8F20 0.41475 16 2.0375 0.41475 IF 2.1st20 0.44744 IS 2.4019 0.44744 19 2.5020 0.50009 20 2.8170 0.58661 29 2.9970 0. 6a F32 22 3.2642 0.6sF32 23 3. % 50 0.83337 24 4.4000 1.9043F 25 5.0095 1.~90437 26 5. % 30 3.49123 27 5.6250 3.77888 28 5.7240 3.78420 29 6.9960 3.7e420 30 F.0290 3.712FS 38 7.1290 3.32541 32 7.8210 2.12944 33 7.8540 1,98573 34 a.s880 't.45636 35 9.1630 1.29563 36 10.4940 1.20259 3F ~14.2120 1.20259 38 14.3497 l.15069 39 15.2130 1.15069 to 16.1480 1.14940 41 1 6 . 78 20 1.10129 42 20.0310 0.69630 43 22.0000 0.62835 44 22.8690- 0.52653 45 2F.0930 0.43377 % 39.5000 0.41125 1
TOSI-REIIIIf R PESPUItSE SPtCIRA f oft AepNILI AltY BtGC.3 SE T 100 = 2 f E00R ItESPOIISE SPECTRA 50R 1/2 SSE; Coper 0IIEIII AX ; DAIIPIIIC = 0.02 f lCIIRE 880 1331-5 DIltECT Icel 1 AT ELEVATIGII 886.50 FEET me Of SPECTRA = 1 390ADEIIED SPECTRtlet 50R IIGOEs1339 DEC8 TEE Of IRE ED004 = 1 NUDIBE** OF G8tIDS = 45 DAlePIIIC VAlift = 0.020 1 0.9000 0.13424 2 0.9450 0.13808 3 1.0108 0.13808 4 1.0620 0.17290 5 1.1250 0.18344 6 1.2926 0.18344 F 1.3230 0.21145 8 1.3590 'O.24317- -
9 1.5645 0.243tl to 1.6650 0.21882 11 1.7200 0.34549 12 1.8054 0.34549 13 1. S F20 0.40355 14 2.042F 0.40355 15 2.1420 0.43208 16 2.4177 0.43208 +
li 2.5020 0.47252 18 2.8170 0.55362 19 2.9970 0.64723 20 3.2749 0.64723 21 3.M50 0.76FF4 22 4.3000 1.66825 23 5.0040 1.67262 24 5. % 30 3.01918 25 5.6250 3.2129F 26 6.8750 L2129F 27 6.9960 3.27140 28 7.c290 3.22291 29 7.1290 2.30909 30 7.82le 1.Fe548 31 7.8540 1.66936 32 8.8880 1.19928 33 9.2730 1.08288 34 10.4940 0.92783 35 11.0000 0.80063 36 13.9370 0.80063 3F 14.2120 0.F990F 38 14.429F 0.75580 39 16.1480 0.75540 40 16.7420 0.73434 41 20.0310 0.49506 42 22.0000 0.45444 43 22.8690 0.40430 44 35.0534 0.34172 45 39.5000 0. 341 F2 1
19858-Rf f IIIf D RESrostSE SPECIRA IOR AUXIt I AftY Rt DC.; SE T 100 = 3 fi00R RtSPOIISE SPtCIRA icet I/2 SSI; Cof9POIIENI AX ; DAserIIIC = 0.02 iICultE 150 1332-8 DIRici l001 1 AT ELEVAllotl 873.50 ((II 800. Of SPECIRA = 1 Oft 0ADEIItD SPECIStN4 TOR 8000E=1332 DE CREE Of IRffDort a i loupenfR OF CRIDS = 44 DA84Pilec VALUE = 0.020 3 0.9000 0.13266 2 0.9450 0.13681 3 1.0099 0.13681 4 1.0620 0.17191 5 1.1250 0.18060 6 1.2927 0.18060 7 1.3590 0.2398F 8 1.5716 0.23987 9 f.6650 0.2730F 10 1.7280 0.33605 Il 1.8025 0.33605 12 1.8 F20 0.39255 Il 2.0490 0.39255 14 2.1420 0.48693 15 2.4381 0.41693 16 2.5020 0.44532 1F 2.3170 0.52181 IS 2.9910 0.60712 19 3.2889 0.60712 20 3.4650' O.70299 21 4.3000 9.448?4 22 5.0040 3.46454 23 5.4630 2.71400 24 F.0290 2.77400 25 F.1290 2.45955 26 F.8280 1.44915 21 7.8540 1.35951 28~ s.8880 0.95044 29 9.2130 0.80129 30 10.4940 0.75606 38 II.0EMen 0.61151 32 12. 32fMS 0.47021 33 12.8546 0.44334 34 14.2820 0.44334 35 14.F925 0.41303 36 16.1480 0.44303 3F 16.7420 0.41418 35 18.5460 0.36106 39 21.9851 0.31403 40 22.8690- 0.38403 48 2 F.09 30 0.3n479 42 29.4140 0.29788 43 33.5958 0.28215 44 39.5000 0.28215 .p w
e
I e l .
I leISI-RE f INE D IIE SPOSSE SPf CIRA 8 018 ARIMll I AftY M DG. ; SEI NO. = 4 ' g..
I flooft MSPOIISI' SPECIRA SOR 9/2 SSE: COIIPOIIENI AM ; DAIIPIIIG = 0.02 f ICURE IIO. 1333-3 DIMCI BOII 1 AT ELEVATICII 052.50 FEET sIO. OF SPECina = 1- .
SmeASEnf D SPECIAINI FOR IIOSE=1333 N GptE Of IREEDOII = 1 HIIIIBER OF GIIIOS = 41 DAIIPIIIG VAEME = 0.020 1 0.9012 0.13086 2 0.9450 0.13528 3 1.0093 0.13528 4 1.0620 0.17030 5 1.1250 0.37744 6 .l.2999 0.8F748 F l.3590 0.23541 8 1.5748 0.23541 9 1.6650 8.26F86 le 1.7200 6.32439 3I 1.8000 0.326F5 12 1.8 F20 'O.34094 13 2.0508 0,30098 14 2.1420 0.40038 15 2.4160 0.40038 16 2.6460 0.44899 l 17 2.8170 0.44581 - 18 2.9970 0.M932 19 3.3163 0. % 932 20 3. M50 0.631 %
21 4.3000 1.22095 22 5.0040 1.27534 23 5.4630 2.25061 24 7.0290 2.25061 25 7.8250 1.16e08: 26 7.8540 1.10502 27 8.aSec 0.77725 28 9.2730 0.76480 29 80 . 4 9800 0.59068 30 11.0000 0.ste024 31 12.0526 0.39433 32 14.2120 0.39433 33 14.3194 8.3e820 38 16.1480 8.38820 35 16.7420 0.3F2F1 36 17.0840 9.34449 3F 17.5120 0.34ee9 38 20.0380 0.28243 39 22.8690 0.2F308 ste 35.1865 0.23221 41 39.5000 0.23221 1
IWSI-REE 81IED IIESPONSE SPECIRA FOR AGINILI AftY MDC.; SET 110. = 5 fleeft MSPONSE SPEC 1RA 50R 1/2 55f; CGIIPOIIEIIT AM ; DAIIPIIIG = 0.02 IICuRE 110 1334-8 OIMCT IGII 1 AT ELEVAllell 831.50 FEET me. OF SPECTRA != 1 BROASEIIER SPECIAI4I f ast II0eE=1334 MCItEE Of f MEDOII = 1 IIINGER OF GRIDS = 44 DAIIPIIIG VALUE = 0.020 1 0.9000 0.12848 2 0.9450 0.13313 3 1.0008 0.13333 II 1.0620 0.16655 5 1.1250 0.17132 6 1.2904 0.17132 7 1.3590 0.23045 8 1.5822 0.23045 9 1.6650 0.25643 10 1.7200 0.30744 11 1.0000 0.383e9 12 1.8720 0.36189 13 2.0781 0.36109 14 2.1420 0.37541 15 2.4717 0.375a1 16 2.6%e 0.40271 17 2.9970 0.50994B IS 3.3909 0.50994 19 3.M50 'O.52945 20 4.3000- 0.92498 21 4.8999
O.92418 22 5.0040 0.94966 23 5.8s630 1.48733 24 5.6250 1.60812 25 6.8750 1.60812 26 6.9960 1.58515 2F 7.0290 1. % 264 28 7.8200 0.73086 i 29 7.0438 0.70527 30 S.8880 0.70527 31 9.2F30 0.65971 32 10.49deo= 0.38393 33 10.8 F90 0.33800 34 11.3453 0.33800 35 11.6280 0.36009 36 14.2120 0.36009 3F 14.6630 - 0.35430 3e 14.9214s 0.34546 39 16.1480 - 0. 345M to 16.7420 0.33277 41 17.5120 0.32622 42 18.5M0 - 0.24520 43 22.5248 0.2015e 44 27.0930 0.2015e t 45 28.7538 0.19063 se6 36.3000 0.19003 47 39.4412 0.16795 .48 39.5000 0.16795: '
1 IttSI-IREFIIIf B RESPOIIST SPt CTRr f 00t AGIMit I AftY M DG. ; SET 100. . = 6 ,!
ILOOR MSPOIISE SPECIRA 100t 1/2 55E: COMPOIIEIII AM ; DAMPIIIG = 0.02 IICultE 110. 1335-3 DIM CI 8081 1 AT ELEVAil006 010.50. FEET 100. OF SPEcistA = 1 ,
BROADEIIf D SPECTsetIN fOR IIGOE=1335 M CREE Of f M EDOM = 1 IIIIMMR OF Cet!05 = 45 DAIIPiIIG VALIIE = 0.020 1 0.9000 0.12602 2 0.9450 c.13090 3 1.00F6 c.13090 at 1.0620 c.16459 5 1.1250 0.16 % I 6 1.2884 0.16551 7 1.3590 0.22424 8 1.5874 0.22428 9 1.6310 0.22709 to 1.7200 0.28920 11 1.0000 0.29946- 12- 1.8720 0.34239 13 2.112T b.34239 14 2.1420 0.34986 IS 2. % F6 0.34986 16 2. 6%0 0.35405 17 2.9970 0.44F25 IS 3.5072 0.44725 19 3.7530 0.50002 20 3.9556 .0.58082 21 4.0860 0.6184F 22 4.1490 0.63194 23 5.0446 0.63894 24 5.4630 0.00848 ' [*
25 5.6?50 0.04451 26 .6.8F50 0.84451 27 6.9960- 0.81853 28 - 7.0290 0.79509 29 7.1280 0.F8384 30 7. % 40 0.60719 31 4.8880 0.60719 32 9.1630 0.56 % 0 33 10.0659 19.42629 34 13.93 Fee 0.42629 35 14.2120 0.41644 36 15.1979 0.28449 3F 16.1440 0.28449 38 16.F420 0.26802 39 17.3076 0.24FF9 40 17.5120 0.24FF9 41 17.9911 0.2885F 42 22.8690 0.21857 43 29.41ase 0.15172 44 35.4604 0.12599 45 39.5000 n.12599 ,
1 IttSI-Ri f IIIE D 8tf SPOIISI SPICIRA 808t AHMIlIARY RIDC.; S[f 100 = F fl 00ft M SPOIISE SPECIMA 100t 1/2 SSI: COMPGIIE NI AX ; DAMPIIIG = 0.02 8 IctIItE 300 1336-8 DIRECI1088 I AI E t IVAlloll F90.50 iE[I 10 0 Of SPECTRA = 1 p
.ll I
_,e - . - . , , , , , - - - ---m-- - - - - a r-- - .,--n, w -- . - . _ _ - - - . . - , . , ,- --n-..,. 9w , %
_ _ .m y . . ._
BROA0(NIO SPf CIRtaM TOR le0DE=I336 DiCREE OF f;tIDOM = 1 NUMRf3 0F CRIDS = C2 DAMP 180C VALUE e C.'C20 1 0.9000 0.12394 2 0.9450 0.12909 3 1.0054 0.12909 4 1.0620 0.16359
5 8.2918 0.16359 6 1.3230 0.18148 T 1.3590 0.21962 8 1.6128 0.21962 9 1.7280 0.21408 to 1.8000 0.28FFF ll 1.8120 0.32635 12 2.1323 0.32635 13 2.1420 0.32853 14 2.6880 0.32853 15 2.6356 0.32437 16 2.6460 0.32437 37 2.8870 5.36044 38 2.9970 0.39581 19 3.6348 0.39581 20 3.7530 0.43296 21 4.5810 0.43296 22 4.6084 0.42580 23 5.0F10 0.42580 24 5.1968 0.40450 25 5.4630 0.40450 26 5.6250 0.453F5 27 5.T240 0.47169 28 6.1165 0.4T769 29 6.3990 0.50806 30 7.2720 0.576F9 31 8.8880 0.57679 32 10.0116 0.39571 33 83.9310 0.39513 34 14.2120 0.37336 35 14.6630 0.31960 36 15.2570 0.25091 .
3F 15.5561 0.23076 38 20.0310 0.23076 39 22.0000 0.18821 40 22.8690 0.18298 41 27.0930 0.11880 42 39.5000 0.10093 1
1USI-REFINED RESPONSE SPICIRA f on AUXILI ARY 8tDG.; SET NO. = 8 ILOOR RESP 00tSE SPICIRA BOR 1/2 SSE; COMPONENT AY ; DAMPillC = 0.02 FIGURE NO. 1330-8 DIRECTION 2 AT ELEVATION 899.50 FEET NO. OF SPECTRA = 1 BROADEI6(D SPECIRUM .f 0R NODE = 3 3 30 DECREE OF FRfEDOM = 2 80UMBE R OF CRlDS = 38 DAMPING VALUE = 0.020 1 0.9000 0.09880 2 0.9450 0.10065 3 1.0033 0.10065 4 1.0620 0.12920 5 1.3250 0.33432 6 1.2741 0.13432 7 1.2870 0.13644 8 1.3230 0.16340 9 1.3590 0.37985 to 1.5984 0.lT985 Il 1.6650 0.18659 12 I.7280 0.22213 13 1.8000 0.24F84 th 1.8720 0.26242 15 2.1420 0.28441 16 2.2975 0.28441 IF 2.3610 0.29865 I8 2.5020 0.36315 19 2.8170 0.47612 20 2.9910 0.58710 21 3.2130 0.62342 22 3.4650 0.82534 23 4.1700 1.39161 24 4.6500 1.89835 25 5.3007 1.89135 26 5.T240 2.34508 27 11.9970 2.34508 28 12.4470 2.72100 29 15.2830 2.12100 30 16.8480 2.07110 33 16.7420 1.96941 32 18.5460 1.3520T 33 20.0310 0.98640 34 22.0000 0.90005 35 22.8690 0.765i5 36 29.8 140 0.61101 31 36.3000 0.39982 38 39.5000 0.37040 1
IUSI-Rt f lNED RESPONSE SPICIRA IDR AUFil l ARY BLDC.; SET NO. = 9 FLOOR RESP 00lSE SPECTRA IOR 1/2 S$[; COMPONENT At ; DAMPIIeG = 0.02 flCUHE NO. 1331-8 DIRECil0N 2 AT ELEVATION 886.50 IEET No. OF SPECTRA = 1 8ROADENED SPECTRUM IOR 3000Es t331 DECREE OF TRIEDOM = 2 IOUMo[R OF CRIDS = 38 DAMPING VALUE = 0.020 1 0.9000 0.09862 2 0.9450 0.10062 3 1.0033 0.10062 4 1.0620 0.1289T 0.33361 6 1.2149 0.13361 7 1.2870 0.33563 8 8.3230 0.16282 5 1.3250 0.18553 12 1.7280 0.22061 9 1.3590 0.17942 10 1.5953 0.11942 Il I.6650 13 1.8000 0.24619 14 f.8120 0.26021 15 2.1420 0.28143 16 2.3022 0.28143 IF 2.3670 0.29352 18 2.5020 0.35608 19 2.8170 0.46F29 20 2.9970 0.57424 28 3.2830 0.60169 22 3.4650 0.80083 23 4.1700 9. 38:416 24 4.1000 1.84053 25 5.2F13 1.84053 26 5.F240 2.3's?84 21 18.99F0 2.34?84 28 12.4470 2.56800
, 29 15.2330 2.56800 30 16.1s80 1.94125 38 16.7420 1.85460 32 1 8 . 58:60 1.28126 33 20.0310 0.94499 34 22.0000 0.83681 35 22.8690 0.71405 36 29.4140 0.54069 31 36.3000 0.36628 38 39.5000 0.34212 I
IUSI-REFINfD RISPONSI SPECIRA IDH A0X1llARY RtDG.; SET NO. = 10 tt00R RtSPONSE SPICIRA IOR 1/2 SSE; COMPONINI AY ; DAMPING = 0.02 flG0Hf No. 1132-0 DIRICIION 2 AT ELEVAll0N 813.50 f((i NO. OF SPECTRA = 1 DICREE Of IRftt#0M = 2 NOMOER Of CRIDS = 31 DAMPING VAlUE = 0.020 BROADf Mf D SPECIRUM IOR NODE =1332 0.1298s?
1 0.9000 0.09896 2 0.9450 0.10813 3 1.0032 0.10111 84 1.0620 5 1.1250 0.13312 6 1.2138 0.11312 F 1.2810 0.13588 8 1.3230 0.16325 9 f.3590 0.17999 to 3.5959 0.37999 31 8.6650 0.18602 12 1.T280 0.22118 0.24112 14 I.8120 0.26039 15 2.1420 0.28245 16 2.3034 0.28215 13 3 . 88HN) li 2.3610 0.29115 18 2.50?O 0.35691 19 2.8810 0.8s6819 20 2.9910 0.51622 23 3.2130 0.61052 22 3.4650 0.80441 23 8.5700 8 1.35130 24 is.6500 1.86153 25 5.2656 f.86153 26 5. l?8so 2.18988 21 6.9960 2.38988 28 F.U?90 2.36618 29 F.1196 2.19862 30 16.18e 80 2.19862 31 16.18201 1.198s i l 3? 18.58s60 1.25850 p.
Og
s.= n r _ -~_. .-- -
v 33 20.C310 0.93701 34 22.0000 0.8027F 35 22.8690 0.68820 36 36.3000 C.34549 31 39.5000 0.33253 .-
1 IUSt-RiflNED RESPONSE SPECIRA IDR AUMill ARY BLDG.; SET NO. = Il it00R RESPONSE SPECIRA IOR 1/2 SSt; COMPONENI AY ; DAMPING = 0.02 IICURE NO. 1333-R OIRECllON 2 AT ELEVA110N 852.50 f[ET NO. OF SPECTRA = 1 BROADENED SPECIRUM IDR N00E=1333 OfCREE Of I R E E DOM = 2 NUMBER OF CRIDS = 38 DAMPING VALUE = 0.020 1 0.9000 0.09863 2 0.9450 0.10125 3 1.0043 0.10125 4 1.0620 0.1292F 5 1.1250 0.13414 6 1.2128 0.134l4 7 1.2870 0.13660 8 1.3230 0.16384 9 3.3590 0.17983 10 1.5836 0.17983 Il 1.6650 0.18665 12 1.7280 0.22104 13 1.8000 0.24F15 14 1.8120 0.26094 15 2.1420 0.28332 16 2.3052 0.28332 IF 2.3610 0.29548 I8 2.5020 0.35850 19 2.8170 0.47055 20 2.9970 0.57891 21 3.2130 0.61384 22 3.4650 0.8089F 23 4.1700 1.36082 24 4.7000 1.89254 25 5.2945 .1.89254 26 5.7240 2.35778 2F 6.9960 2.35FF8 28 7.0290 2.33548 29 7.7364 2.02644 30 35.0000 2.02644 33 17.1600 1.51810 32 18.5460 1.16245 33 20.0310 0.86220 34 22.0000 0.72295 35 22.8690 0.62444 36 27.0930 0.45881 37 36.3000 0.38994 38 39.5000 0.31620 1
TUSI-REFINED RESPONSE SPECIPA FOR AUXILIARY BtDG.; SET NO. = 12 FE004 RESPONSE SPECTRA IOR 1/2 SSE; COMPONf MI AY : DAMPING = 0.02 flGURE No. 1334-8 DIRECTION 2 AT (LEVAllDN 838.50 FEET NO. OF SPECTRA = 1 BROADENED SPECIRUM TOR N00E=1334 DEGREE OF FREEDOM = 2 NUMBER OF CRIDS = 42 OAMPlNG VALUE = 0.020 1 0.9000 0.09865 2 0.9450 0.09959 3 1.0027 0.09959 4 1.0620 0.12919 5 1.1250 0.13336 6 1.2114 0.13336 7 1.2870 0.13604 8 1.3230 0.16315 9 1.3590 0.17893 10 1.5875 0.87893 Il 1.6650 0.18598 12 1.7280 0.21984 13 1.8000 0.24634 14 1.8F20 0.25998 15 2.1420 0.28177 16 2.3039 0.28177 IF 2.3670 0.29456 18 2.5020 0.35F39 19 2.8170 0.46763 20 2.9970 0.57688 21 3.2130 0.61356 22 3.4650 0.80602 23 4.1700 1.35877 24 5.0000 1.85788 25 5.3230 1.85788 26 5.7240 2.26059 27 6.9960 2.26059 28 7.0290 2.24134 29 T.1280 2.15475 30 F.6964 1.73340 31 15.2830 1.73140 32 16.1480 1.47704 33 16.F420 1.42369 34 17.1600 f.30824 35 11.5120 1.17564 36 18.5460 1.01245 31 20.0390 0.71916 38 22.0000 0.573FI 39 22.8690 0.50021 40 27.0930 0.34939 41 29.4840 - 0.31735 42 39.5000 0.30398 1
IUSB-REllNID RESPONSE SPf CIRA FOR AUXIl l ARY Rt DG. ; SET No. = 13 FLOOR RESPONSE SPECTRA 50R 1/2 SSE ; COMPONE N T AY ; OAMPING = 0.02 IIGURE No. 1335-B DIRfCIBON 2 Al EEEVATION 810.50 IEET NO. OF SPECTRA = 1 BROADf Mf D SPECTR*JM IOR MODE =1335 OfGREE OF FREEDOM = 2 NUMBIR OF CRIDS = 44 DAMPlNG VALUE = 0.020 1 0.9u00 0.09619 2 0.9450 0.09844 3 1.0028 0.09844 4 1.0620 0.12634 5 1.1250 0.13289 6 1.2117 0.53238 7 1.2810 0.13357 8 1.3230 0.16055 9 5.3590 0.31128 In 3.6006 0.57128 11 1.6650 0.18333 12 1.7280 0.28599 33 3.8000 0'.24155 34 1.8120 0.25669 15 2.1420 0.27564 16 2.3050 0.27564 Il 2.3610 0.28880 IS 2.50?O 0.34550 19 2.8110 0.45318 20 2.9910 0.55663 21 3.2130 0.58689 22 3.4650 0.F7055 23 4.1700 1.28998 24 5.0000 1.F5349 25 5.3402 1.F6349 26 5.1240 2.15120 21 6.9960 2.11120 28 F.0290 2.09472 29 T.6141 1.65916 30 8.8880 1.65916 31 9.2130 1.64502 32 9.9499 1.2F339 33 12.1842 1.21339 34 12.4410 1.29394 35 15.2130 1.29394 36 16.1480 1.16o60 3F 16.74?O 1.06441 38 11.1600 0.98353 39 17.5120 0.88363 40 18.5460 0.F7503 41 20.0310 0.58381
~
42 22.8690 0.34?u6 43 29.4140 0.29628 44 39.5000 0.28662 1
IU$t-RiflNID RESPONSE SPICIRA (OR AUMII I ARY Bl DG. ; SEI NO. = 14 FLOOR RESPONSE SPECIRA I Dft 9/2 558; COMPONINI AY ; DAMPlhG = 0.0?
IIGURf NO. 1336-B OIRECIIDM 2 Al filVAll0N 790.50 liff NO. Of SPICIRA = 1 I*
3-
m ___ _m _____--m _-._ _
~
1, l Soumet IIID SM CIRIse 'f OR IIODE = 13% of CM E Of fREf00M = 2 IIIIIGH3 0F CReOS = 44 DAIIPIIIC VALIIE = @.020 i 5 0.9ewme 0.ee94 8 2 0.9450 te.09653 3 3. 0 08:1 0.09653 4 1.0620 0.124e 70
i 5 1.1250 0.12866 6 1.2841 0.12e66 7 1.2470 0.1290F 8 1.3230 0.1%I7 * -
4 9 1.3590 0.I134I le 1.6%2 0.IF34I II 1.6650 e 17F45 12 1,7200 0.20e28 i
13 1.essee 0.2348e9 14 1. 4 F20 0.24 F% 15 2.1420 0.26340 16 2.3191 0.26340 IF 2.36FO O.26979 le 2.5020 0.32385 19 2.4870 0.42263 20 2.99F0 0.51331 i 29 3.2130 0.53491 22 3. % 50 0.68699 23 4.1700 1.1587F 24 se . 5500 1.4705F 4
25 5.2683 1. le F05 F 26 5.6250 f. Fej las 2F' 5.7240 1.93190 28 6.9960 1.91190
! 29 7.0290 1. 3930 F 30 F.6FFF 1.45704 31 9.2730 1.4570se 32 10.1982 1.02302 1 33 12.3200 1.023es2 34 12.8264 0.98006 F 35 15.2130 0.9ae067 36 16.1480 0.72265 l
37 D6.742n 0.7064F 3e IF.1600 0.6762e 39 18.5 % 0 0.528 % 40 20.0350 0.35143 l 41 22.0000 0.30345 42 26.5886 0.26352 43 29.414e9 0.26352 44 39.5000 0.24832 l1
) ItISI-RE F IIIEO MSPOIISE SMCIRA f Olt AOKIL I ARY M OC.; SEI 110. = 15 i FLOOR RESPOIISE SMCIRA 80R 1/2 SSE: COIIPOIIEIII Al ; OAIIPSIIG = 0.02
! FICIIRE IIG. 1330-m 06 mE Ci t0II 3 AT ELEVATIGII 899.50 FEET 100. OF S M CIRA = 1 h
SROASEIIES SMCIRene Felt ISODE=1330 A CREE OF FREEDOM = 3 IRIIIM R OF CIll0S = Ipe OAIIPIIIG VAttIE = 0.02G
1. 1 0.9000 0.1330se 2 0.9450 0.83670 3 1.0074 0.13670 4 1.0620 0.17479 5 1.1250 0.19234 6 1.2998 0.19234 7 1.3230 0.21817 e 1.3590 0.24836
] 1.6650 12 1.7200 8.36697 j 9 1.5239 0.24436 le 1.6110 0.26503 11 0.284II 1
13 1.8000 . - 0.3668F las 1.8 F20 0.48527 15 2.0695 0.4152T 16 2.1420 0.4ae041
! IF 2. Je 19 8. spanO41 le 2.5020 8.53070 19 2.e170 0,59965 20 2.9970 0.75102 4 . 23 3.an650 0.95186 22 4.0700 1.57498 23 5.0609 1.5749e 28e ~ 5.4630 2.3896de
<. 25 5.6250 2.90i F5 F 26 6.2714 2.9475F 27 6.3990 3.01805 2e 7.8210 3.09805 j 29 7.85ano 2.sapees 30 9.1630 1.5%e0 El 9.2F30 1.40333 32 10.498e0 1.14 55-
, 33 11.0000 0.9209F 34 12.2967 0.66320 35 17.5120 0.66320 36 18.2589 0.51222 .
! 37 22.3690 0.51222 38 26. Sage 2 0,350 % 39 29.4Iseo 0.350 % 40 39.5000 9.31992 l1 1
1 IIISI-MFIIIEO MSPOIISE SMCIAA Foft AIIMILI ARY BtDC.; SEi 100. = 16 f t00R MSPOIISE SMCIRA IOR 1/2 SSE: COIIPOSEIII Al ; OAIIPIIIG = 0.02 F ICIIRE 110. 1331-8 OIRECT ICII 3 AT ELEVAil0II se6.50 FEET 10 0 OF SMCIRA = 1
~
i SRonetIIEe SMCTIIIst f Det 200E=1331 M CREE OF FREE 00N = 3 IIsomER OF CA105 = tei OAIIPOIOC VALIIE = 0.020
! 1 0.9000 0.13882 2 0.9450 0.13612 3 1.0073 0.13612 4 1.0620 0.17378
] 5 1.1250 0.18992 6 1.2993 0.18912 7 1.3230 0.21453 4 1.3590 0.24538 i 9 f.%F5 0.24538 le 1.6110 0.26102 11 1.6650 0.2F9Fe 12 1.7280 0.3 % 93
] 13 1. Sente 3 0.3 % 93 14 1.8120 0.aO658 e IS 2.0 F% 0.40658 16 2. lse20 0.42F99 i
IF 2.3934 ~ 0.42199 le 2.5020 0.50544 19 2.8170 0.5F35F 20 2.9970 0.71236
) 21 3.ae650 O.84716 22 3.9000 1.43923 23 5.04F2 1.43923 28e 5. % 30 2.19329 .
4 25 5.6250 2. F06% 26 6.2999 2. 106 % 27 6.3990 2. F5841 2e 7.8210 2.7584F
i 29 T. S$aeG 2.59302 30 9.1630 1.39055 31 9.2130 1.2713e 32 10.4940 1.03539 33 I I .0tws0 0.42554 34 12.3200 0.%66 F 35 17.5120 0.56667 36 18.4104 0.42%as -
37 22.8690 0.42 % 4 38 26.7096 0.30695 39 29.4143 0.30695 to 37.0016 0.29054 48 39.5000 0.29014 1 .
ItISI-REF SIIES MSPOIISE SMCIRA F00t AOxIt i AIIY pt OG.; SEi 100 = 17 fl00R RESPOIDSE SPt CIIIA 5088 1/2 SS(; CeeIPOIIElli Al ; OAIIPIIIG = 0.02 I ICOItE 810 133?-R DIRfCitoII 3 AT Et EVAIIGI6 873.50 IEET 10 0 OF SPECTRA = 1 Ret 0AM III O SM ClIslaII I GR IIsMlf = 13 32 M GREI of f Iti f 0000 3 3 IIIIs04 A Of CR105 = 40 OAIIPIIIG VALSE = 0.020 l 1 0.91WWI U.83n64 2 0.9450 0.13 % 1 3 f.tusFI 0.13563 4 1.0620 0.lF296 j 5 1.1250 0.18609 6 8.2981 0.18603 7 1.3230 0.2titMD 8 1.3590 0.24250 1 9 1.5105 0.24250 to 1.6110 0.25716 II. 1.6450 0.2756I I? I.1280 c.34184 I 33 1.etW12 se.14184 I4 1.R120 0.39430 15 2.0#05 0.39810 16 2.1420 0.48581 Il 2.3959 0.4858F 38 2.5028 0.48066 19 2.8910 0.54816 20 2.9970 0.618s52 28 3.4650 0.a2490 22 3.9eMM) 1.30555 23 5.0 3eN9 3.3H555 24 5.4630 2.tMil65 25 5,6250 2,41565 26 6.3236 2.4fl65 21 6.3990 2.50728 28 7.8210 2.50128 t
1 4 _ - _ _ _ _ . __._. -. _ -.-
,I f
1.15170 29 F.8540 2.35329 30 9.1130 1.24543 38 9.2730 32 1 2. 4 9100 0.94F32' .
33 II.ouou 0.Fa052 e 34 12.3200 0.441F6 35 17.5820 0.48176 36 98.5 % 0 -0.36904
3F 19.9069 0.34122 34 22.8690 0.34122 39 26.6474 0.27380 40 39.500e 0.27380 1
l IWSI-MFIIIES MSPONSE SPf CIRA f 0R Auxit I ARY M DC.; SET IIO. = 18 i f E00R MSPOIISE SMCIRA 50R t/2 SSE: COI4POIIENT AZ ; DAIIPIIIG = 0.02
! IIGulet 110. 1333-5 DIRE CI tced 3 Al-ELEVATIGII 852.50 FEET 010. OF SPECIAA = 1 i
l Sp0ADEIIts SMCipist FOR IIODE=1333 MGME of f RE EDOM = 3 IIUMBER of GIIIDS = 42 DAlerIIIG vat ut = - 0.020 >
j l u.9000 0.12952 2 0.9450 0.13423 3 1.0069 0.13423 4 1.0620 0.17106 i 5 1.3250 0.38055 6 1.2966 0.88055 7 1.3230 0.20565 8 1.3590 0.23891
! 9 1.5760 0.23891 10 1.6650 0.2693F 11 1.7200 0.33531 12 1.8000 0.33415' 33 5.8720 0.38610 14 2.0933 0.34610 85 2.1420 0.39F68 16 2.4031 0.39768 17 2.5020 0.44595 to 2.S170 0.51549 19 2.9970 0.624 % 20 3.4650 9.73331 21 4.0000 1.123F5 22 5.0040 1.123F5 23 5.M30 1.74003 24 5.6250 2.1%6e
! 25 6.3492 2.9 % 68 26 6.3990 2.16793 2F 7. Site 2.16713 28 7.8540 2.03541 i 29 9.2F30 0.991 % 30 10.49ae0 0.79547 38 15.0000 0.60FF1 32 11.8525 0. % 939 33 13.9370 0.M931 34 14.2820 0.46008 35 14.6563 0.39704 36 16.7420 0.39704 1
3F IF.96'O O.3884F 34 88.5 % 8 0.33FF0 39 20.0310 0.32412 40 21.9005 0.2655F #
41 22.86 0.26557 42 39.5000 0.24703 155I-M F IIIEl, JPOIISE SPECIRA FOR AUNIt.I AltY BEDC.; SEi 180. = 19 j f E00R MSP000$t SMCIRA BOR 1/2 SSE; COIIPOIIEIII AZ ; DAIOPIIIG = 0.02 j F IC40RE 8I0. 1334-5 DIRECT IGII 3 AT ELEVATICII S31.50 FEET 110. OF SMCTRA = 1 SAGAGEIIES SPECTRIst FOR II00E=1334 MCIIEE Of f MEDOM = 3 IIIIIeER of GetIDS = 46 t'AlePIIIG VALUE = 0.020 1 0.9000 8.12e83 2 0.9450 6.133to 3 1.0068 8.13310 4 1.0620 9.16930 d' - 5 1.1250 0.17486 6 1.2939 0.17486 7 1.3590 0.23376 8 1.5410 0.23376 i j 9 5.6650 0.26096 to 1.7200 0.32022 11 1.8000 0. 326 F2 12 1.8720 0.3F0FF
13 2.1939 0.370FF 14 2.1420 0.37642 15 2.411t 7 0.37612 16 2.5020 0.41172 i 17 2.6an60 -0. le2169 IS 2.9970 0.% F02 19 3.M50 0.62316 20 4.0000 0.92225 1 21 5.008po - 0.92221 22 5.M30 1.39408 23 5.6250 1.69054 24 6.8750 1.690th i 25 6.996o 1.66904 26 6.,982 i.66628 2F 7.82:0 1.60628 as s.s639 s .0aiO54 j 29 9.8630 1. 08:054 30 11.0000 0.49305 31 11.3086 0.45161 32 13.9370 0.se5161
~
33 14.2520 0.44958 .34 14.683F O.39361 35 16.7420 0.39361 36 1F.1600 0.37250 i 3F 1F.5820 ~ 0. 35%2 34 18.5 % 4 0.29811 39 20.0310 0.27149 40 20.8858 0.25683 41 22.9690 0.25643 42 29.4140 0.22001 43 34.7480 0.21036 44 35.4330 0.21036
45 36.0000 0.28165 % 39.5000 0.21165 I
IIISt-RE T IIIE D RESPOIISE SPf CTRA f ast AUMit I AltY St DC. ; Seri 110. = 20 f LOOR RESPOIISE SMCIRA 100t 1/2 SSE: ColePOIIEIII AZ ; DAISPIIIG = 0.02 flG40stE No. 1335-5 OIRE Ci tost 3 AT ELEVATIort 880.50 FEET NO. Of - SPECIRA = 1
! get0AREIIE D SMCIRIIIe f ast IIGOE=1335 DiCatEE Of I Ri timIt = 3 IIt8BIBER Of GRIDS = 47 DAISPIIIC VALUE a 0.02c 1 0.9000 v.32624 2 0.9450 8.I3339 3 I.0064 0.I3139 4 1.0620 0.16681 5 1.1250 6.16 F iss 6 1.2902 0.16774 7 f.3590 0.22762 8 1.5928 0.22F62 1 9 1.6650 0.24980 to 1.7280 0.298F1 It 1.8000 0.30934 12 1.8720 0.34963 j 13 2.2840 0.34963 14 2.?919 0.34931 15 2.44FF .0.34938 16 2.5020 0.36493 J IF ?.8870 0. s 21sMB 18 2.99FO 0.488F1 19 3.47081 0.484FI 20 4.0000 0.66869
] 21 5.004e0 0.66869 22 5.6250 1.01038 23 6. 8 F50 1.01038 24 6.9960 0.98385
, 25 F.0622 0.924 % 26 7.8210 0.9?455 2F 7.8362 0.90367 28 S.8880 0.90367 29 9.1630 0.88691 30 9.2730 0.85900 33 '10.4740 0.47049 32 11.0000 0.36248 f' 33 18.8892 0.31888 34 13.9170 0.38881 35 14.2120 0. 3eu 2 36 14.5369 0.2F290 j 3F 86.1440 0.2F290 34 16.1420 0.27032 39 iF.1600 0. 25 . . 40 17.3980 0.2541F
! 41 18.00sMB 0.26812 42 22.00swl 0.26812 43 22.8690 0.25997 44 2F.0930 0.1626F i 45 29.4140 0,1545F % 32.4901 0.15327 4F 39.5000 c.15327 i 1
. l .-
e l' i
t I
t
. .e-
. s
- IIISI-M F IIIf D M 5 t SPt CISA f oft AIIXII I AmY M DG.; ~
Sti 800. o 21 f f OGIt RESPOIISE 571CIRA IDet 1/2 SSE; COIIPOIIINI AZ ; DAIIPIIIG = 0.02
5 ICIIItt 100. 1336-0 DIRECT ICII 3 AT EttvATICII 790.50 Itti 800. OF.5PEClaa =
s 900A0f1810 SPEC 1RIIII IOR IIcet=1336 N Catt Of IRit0000 = 3 IIIsleta of CAIDS = -40 DAIIPilIC VALIIE = 0.020
, 1 0.9000 0.12309 2 0.9450 0.12925 3 1.0051 0.12925 4 1.0620 0.16375 5 1.2912 0.163F1 6 1.3230 0.18245 7 1.3590 0.22138 8 1.6119 0.22138 9 1.729e 0.2FF58 10 1.8F20 8.32942 11 2.2840 0.32942 12 2.3063 9.32764 13 2.5324 0.32768 14 2.8170 0.36910 15 2.9970 0.41451 16 3.6347 0.41451 IF 3.F530 0.45252 18 5.6250 0.45252 19 5.7240 0.4681s 20 5.9594 0.46s18 21 6.3990 0.5625F 22 F.2720 0.73854 23 8.8800 0.73854 24 9.1630 0.72176 25 9.2730 0.69317 26 10.4940 0.32160 2F 11.0000 0.26297 28 12.3200 0.25102 29 13.0637 . 0.25102 30 13.2820 0.26063 31 13.6989 0.27816 32 14.0924 0.27116 33 14.3200 0.29024 34 17.5120 0.29024 35 18.0FF2 0.25529 36 20.0310 0.25529 37 22.0000 0.21755 38 27.0209 0.12F06 39 29.4940 0.12708 40 39.5000 0.11244 l
t 1
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1 TUSI-REFINED RESPONSE SPECTRA FOR AUX 11.lARY BLDG.; SET No, = 1 FLOOR RESPONSE SPECTRA IOR SS[; COMPONENT AX ; DAMPING = 0.02 FIGURE NO. 1295-8 DIRECTION 1 AT ELEVAil0N 899.5G FEET No. OF SPECTRA =. 1 BROADE NED SPECIRUM f 0R N00E=1295 DE CREE OF FREE DOM = 1 NUMBER OF CRIDS = 43 DAMPING VALUE = 0.020 1 0.9000 0.27039 2 0.9450 0.27836 3 1.0105 0.27836 4 1.0620 0.34649 5 1.1250 0.3T255 6 1.2926 0.3F255 7 1.3230 0.42906 8 1.3590 0.49261 9 1.5030 0.49317 to 1.5688 0.49317 11 1.6650 0.56F54 12 1.7280 0.70664 13 1.8036 0.10664 14 1.8720 0.82599 15 2.0394 0.82599 16 2.1420 0.89156 li 2.4131 0.89356 18 2.5020 0.98I20 19 2.8170 1.15788 20 3.3300 1.15889 21 4.1000 2.58390 22 4.5000 3.50608 23 5.0921 3.50608 24 5.4630- 5.18850 25 5.6250 5.51443 26 5.7240 5.52313 27 6.9960 5.52313 . 28 7.0290 5.36885 29 7.1280 4.8444F 30 7.8210 3.47329 31 7.8540 3.28743 32 8.8880 2.59544
. 33 9.1630 2.33432 34 10.704F 1.75280 35 11.4431 1.15380 36 11.6280 1.77602 37 12.4410 1.82919 38 15.2130 1.82979 39 16.7420 1.74139 40- 20.0310 1.04717 41 27.0930 0.67397 42 29.4140 0.67173 43 39.5000 0.63193 I
TUSI-REF INE D RESPONSE SPECTRA FOR AUXILI ARY BLDG. ; SET NO. = ~2 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPlNG = 0.02 FICURE No. 1296-8' DIRECI1ON 1 AT ELEVAil0N 886.50 FEET NO. OF SPECTRA = 1 j
BROADENEO SPECTRUM FOR NODE =1296 DECRIE OF IREEDOM = 1 NUMBER OF GRIDS = 40 DAMPING VALUE = 0.020-1 0.9000 . 0.26750 2 0.9450 0.21589 3 1.0102 0.21589 4 1.0620 0.34383 i 5 1.1250 0.36684 6 1.2925 0.36684 7 1.3590 0.48594 8 1.5699 0.48594
9 1.6650 0.55664 10 1.7280 0.68782 Il 1.8007 0.68782 12 1.8720 0.80505
. 13 2.0448 0.80505 14 2.1420 0.86278 15 2.4230 0.86271 16 2.5020 0.93079 l IT 2.8170 1.09F01 18 3.3300 1.28559 19 4.1000 2.33817 20 4.3500 3.06949 4
21 5.0757 3.06949 22 5.4630 4.56350 23 5.6250 4.88791 24 6.8750 4.81791 25 6.9960 4.81212 26 7.0290 4.70488 2T 7.1280 4.21736 28 7.8210 2.94764 29 7.8540 2.18568 30 8.8880 2.14683 31 9.1630 1.94254 32 11.0000 1.33876 I' 33 11.8533 1.24101 34 14.2120 1.24101 35 15.2130 1.23258 36 16.7420 1.19688 37 20.0310 0.76840 38 2F.0930 0.57011 39 29.4140 0.56563 40 39.5000 0.52973 1
I IUSI-RIFlHE0 RESPONSE SPICIRA FOR AUX 1l l ARY BLDG.; SET No. = 3 II.00R RESPONSE SPECIRA IOR SS[; COMPONINI AX ; DAMPIN. : 0.02 FIGURE No. 1297-8 OIRECTION 1 A ELEVATION 873.50 FEET No. OF SPECTRA = 1
, BROADE NED SPECTRUM IOR N00E=1297 DECRE E OF F RE E DOM = 1 MUMBER OF CRIDS = 39 DAMPING VALUE = 0.020 4 1 0.9000 0.26466 2 0.9450 0.27348 3 1.0098 0.27348 =
4 1.0620 0.34122 5 1.1250 0.36124 6 1.2923 0.36124 F- 3.3590 0.47939 8 1.5719 0.41939 9 1.6650 0.54594 10 1.7280 0.66926 Il 1.8000 0.61329 12 1.8720 0.78438 1 13 2.0495 0.78438 14 2.1420 0.83424 15 2.3978 0.83424 16 2.8170 1.03691 i IF 3.3300 1.21335 '8 4.0000 2.09478 19 4.4500 2.65533 20 5.0514 2.65533 3 21 5.46t' 3.94121 22 5.6250 4.13til 23 6.8150 4.13l11 24 6.9960 4.11279
i 25 7.0290 4.04910 26 7.1280 3.59963 2T 7.8210 2.43314 28- 7.8540 2.29339
29 8.8880 1.11193 30 9.1630 1.56502 31 10.4940 1.19869 32 12.3200 0.81160 j 33 13.5895 0.71104 34 14.2820 0.11104 35 15.1594 0.68881 36 16.7420 0.68817
31 20.0310 0.56031 38 35.0111 0.43440 39 39.5000 0.43440
} I 4
IllSt-RI F INI D RI SPDNSF SPICIRA F OR A0X111 ARY HI DC. ; 'SEI NO. = 4
l. I LOOR ftlSPONSE SPE CIRA 5 0ft SSt; COMPONINI AX ; DAMPING = 0.02
! flGURE NO. 1298-15 OlRICIION l Al lifVAI1ON 852.50 Iffl No. Of SPECTRA.= 1 48) ce i
. _. .- ~. -. , -- . .- . . . . _ _
BROADENfD SPELIRUM TOR N00E=1298 DECREE OF TREEDOM = 1 NUMBER OF CRIPS = 47 DAMPING VALUE = 0.020 .
1 0.9000 0.26188 2 0.9450 0.2711F 3 1.0093 0.27117 4 1.0620 0.33893 5 1.1250 0.35295 6 1.2913 0.35295 7 1.3590 0. 4 T 191 8 1.5768 .0.47191 9 1.6650 0.53280 to 1.7280 0.64702 11 1.8000 0.65660 12 1.8720 0.75999 13 2.058F -0.75999 14 2.1420 0.80063 15 2.4151 0.80063 16 2.8170 0.9704T Il 2.9910 1.13314 18 3.3420 1.13314 19 3.4650 1.21026 20 3.8969 1.83388 28 4.2000 2.24606 22 5.0384 2.24606 23 5.4630 3.30792 24 5.6250 3.46718 25 6.8750 3.46 TID 26 6.9960 3.43356 27 7.0290 3.39664 28 7.1280
2.98432 29 F.8210 1.92648 30 7.8540 1.80823 31 9.0937 1.39919 32 9.2130 1.39919 33 10.4940 0.96846 34 11.0000 0.80063 35 12.3200 0.64274 36 12.5339 0.63283 37 14.2120 0.63283 38 14.3155 0.61981 39 15.2510 0.6198T 40 16.7420 0.61042 41 16.9623 0.58650 42 17.5120 0.58650 43 18.5460 0.49118 44 22.0000 0.47910 45 22.8690 0.42917 46 29.4140 0.38562 4F 39.5000 0.36102 I
IUSI-REIINED RESPONSE SPECTRA FOR AUXILI ARY BLDG.; SET NO. = 5 FLOOR RESPONSE SPECIRA TOR SSE; COMPONINT AX ; DAMPING = 0.02 flGURE No. 1299-B DIRECliON 1 AT ELEVAil0N 831.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1299 DECREE OF IR[EDOM = 1 NUMBIR OF CRIDS = 43 DAMPINC VALUE = 0.020 1 0.9000 0.25650 2 0.9450 0.26599 3 1.0084 0.26599 4 1.0620 0.33287 5 1.1250 0.34235 6 1.2898 0.34235 7 1.3590 0.46037 8 1.5835 0.46037 9 1.6650 0.58325 10 1.7280 0.68401 II 1.8000 0.62990 12 1.8720 0.72402 13 2.0751 0.72402 14 2.1420 0.75099 15 2.48?9 0.75099 16 2.6460 0.79996 17 2.9910 1.01604 18 3.4561 1.01604 19 3.4650 1.08932 20 3.7530 1.48643 21 3.9299 1.48643 22 4.0860 1.66025 23 4.1490 1.70914 24 5.0541 1.70914 25 5.4630 2.29980 26 5.6250 2.40377 2T 6.8750 2.4037T 28 6.9960 2.35827 29 7.0290 2.31699 30 7.1280 2.01842 31 7.7506 1.27754 32 8.8880 1.2T754 33 9.2730 1.19906 34 10.4940 0.72308 35 11.0000 0.59814 36 13.6624 0.57912 37 16.1469 0.51912 38 17.5120 0.54131 39 18,5460 0.41877 40 20.0310 0.37795 41 22 4#*"I 0.37504 42 22.8690 0.34819 43 39.5000 0.29052 1
10SI-REFINID RISPONSE SPICIRA FOR AIIX11.lARY BLDC.; SEI NO. = 6 FLOOR RESPONSE SPICIRA FOR SSE; COMPONINT AX ; DAMPlNC = 0.02 4 flGURE No. 1300-8 DIRECTION 1 AT ELEVATION 810.50 FEET No. OT SPECTRA = 1 BROADE NFD SPECIRUM TOR N00E=1300 DICREE OF F RE E DOM = I NUMBER OF CRIDS = 45 DAMPlNC VALUE = 0.020 1 0.9000 0.25182 2 0.9450 0.26176 3 1.0014 0.26176 4 1.0620 0.32839 5 1.1250 0.33004 6 1.2878 0.33004 7 1.3590 0.44874 8 1.5868 0.44874 9 1.6110 0.45462 to 1.7280 0.57829 Il I.8000 0.60120 12 1.8120 0.68536 13 2.0989 0.68536 14 2.1420 0.69887 15 2.5133 0.69887 16 2.6460 0.71367 17 2.99T0 0.89870 18 3.5289 0.89110 19 3.7530 1.12652 20 4.0256 1.12652 21 4.1490 1.19014 22 5.2118 1.19014 23 5.4630 1.30837 24 5.6250 1.31470 25 6.8150 1.31410 26 6.9960 1.26355 2T 7.0290 1.21875 28 7.1004 1.11394 29 8.8880 1.11394 30 9.1630 1.02938 31 10.3158 0.63179 32 II.2050 0.63179 i 33 11.4030 0.68956 34 13.9310 0.68956 35 14.2120 0.65303 36 15.2570 0.50821 31 16.1480 0.49333 38 16.7420 0.46153 39 11.0274 0.43946 40 17.5920 i 0.43946 41 18.3112 0.37422 42 22.0000 0.37422 43 22.8690 0.36124 44 27.0930 0.28011 45 39.5000 0.22592 4
I IUSI-RE F INf D RE SPONSL SPI CIRA IOR AUXil l ARY Bt DC. ; SET No. = 7 fl0OR RESPONSE SPICIRA 10R SSf; COMPONfMT AX ; DAMPING = 0.02 flCURE No. 1308-11 DIRICI1ON I AT Et[VAll0N 190.50 fiff NO. Of SPECTRA = 1 DROADENID SPICIRUM IOR N00[-1301 DICREI Of IRifDOM = 1 NUMo[R Of CRIDS r 40 DAMPlNG VALUE = 0.020 1 0.9000 0.24111 2 0.9450 0.25828 3 1.0055 0.?5823 4 1.0620 0.32174 5 1.2922 0.32174 6 1.3230 0.36268 1 1.3590 0.43931 8 1.6831 0.43931 ggg 9 1.7280 0.54116 10 1 8120 0.65246 11 2.1298 0.65246 12 2.1420 0.65811 -
J 4
, - ~ -- % _v - - -
l .
f 13 2.6tIO 0.65811 14 2.638T 0.6483T 15 2.6460 0.64837 16 2.8173 0.72808 li 2.9910 0.78843 18 3.658eo 0.78843 19 3.7530 0.85122 20 4.5870 i 0.85822: .-
21 4.6204 0.82591 22 5.0900 0.82591 23 5.1900 0.79312 24 5.4630 0.79312
' 25 5.6250 0.88215 ' 26 5.7240 0. 928e8 3 27 6.1658 0.92483 28 6.3990 0.97263 29 7.2120 1.06355 30 8.8880 1.06355 31 10.1722 0.64363 32 13.93F0 0.64363 33 14.2120 0.60879 34 15.9668 0.38999 35 18.5460 0.38999 36 20.0310 0.37266 37 22.0000 0.33765 36 22.8690 0.31852 39 2T.0930 0.21508 40 39.5000 0.191T1 1
I i TOSI-Rif1NID RESPONSE SPfCTRA FOR AUXil1ARY 8tDG.; SET No. = 8 ILOOR RESPONSE SPICTRA 70R SSE; COMPONfMT AY ; DAMPING = 0.02 j IIGURE NO. 1295-8 DIRECTION 2 AT ELEVAil0N 899.50 FEET NO. OF SPECTRA = 1 SROADENED SPECTRUM FOR N00E=1295 DEGREE OF FREEDOM = 2 NUMBER OF GRIDS = 38 DAMPING VALUE = 0.020 1 0.9000 0.19511 2 0.9450 0.19968: 3 1.0040 0.19964 4 1.0620 0.25602 5 1.1250 0.266F1 6 1.2149 0.266FI 7 1.2810 0.27076 8 1.3230 0.32535 9 1.3590 0.35788 10 1.5868 0.35788 11 1.6650 0.31251 12 -1.7280 0.439T7 13 1.8000 0.49286 14 1.8120 0.520F3 15 2.1420 0.568s29 16 2.3036 0.56429 17 2.3670 0.59021 18 2.5020 0.71912 19 2.8170 0.93617 20 3.3300 1.15147 21 4.1700 2.64891 22 4.6500 3.58791 23 5.2683 3.58797 24 5.7240 4.53529 25 6.9960 4.53529 26 7.0290 4.49326 27 7.8210 4.02044 28 14.5000 4.02044 29 16.1480 3.22T74 30 16.7420 3.17545 31 18.5460 2.22200 32 20.0313 1.63936 33 22.0000 1.46913 34 22.8690 1.2F2F8 35 27.0930 1.07495 36 29.4140 0.96476 37 36.3000 0.64366 38 39.5000 0.61721 I .
TUSI-REFINID RESPONSE SPICTRA FOR AUX 1LIARY 8tDG.; SET No. = 9 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPING = 0.02 flCURE No. 1296-8 DIRECil0M 2 AT ELEVAil0N 886.50 FEET NO. OF SPECTRA = 1
~
8ROADENID SPECTRUM FOR N00E=1296 DECREE OF IREEDON = 2 NUMOIR OF CRIDS = 36 DAMPING VALUE = 0.020 1 0.9000 0.19480 2 0.9450 0.19951 3 1.0040 0.19957 4 1.0620 0.25560 5 1.1250 0.26565 6 1.2152 0.26565 7 1.2870 0.25952 8 1.3230 0.32435 9 1.3590 0.35708 10 1.5920 0.35708 11 1.6650 0.31006 12 1.7280 0.43690 13 1.8000 0.49053 14 1.8120 0.51699 15 2.1420 0.55920 16 2.3079 0.55920 17 2.3610 0.58116 18 2.5020 0.70591 19 2.8170 0.92066 20 3.3300 1.12875 28 4.1700 2.56687 22 4.7000 3.50292 23 5.2453 3.50292 24 5.7240 4.52713 25 6.9960 4.52Fl3 26 7.0290 4.48091 2T 7.8210 3.82553 28 15.1000 3.82553 29 16.1480 3.06628 30 16.1420 3.01568 31 18.5460 2.11606 32 20.0310 1.57340 33 22.0000 1.31811 34 22.8690 1.19574 35 36.3000 0.59705 36 39.5000 0.58890 1
TUSI-REFINID RESPONS[ SPE CIRA f 0R AUXILI ARY REDG. ; SET NO. = 10 FLOOR RESPONSE SPECIRA 70R SSI; COMPONINT AY ; DAMPING = 0.02 flGURE No. 1297-0 DIREC110N 2 AT ELEVATION 8F3.50 FEET No OF SPECTRA = 1 8HOADfMID SPECTRUM TOR N00E=129T DICRIE Of IRif00M = 2 NUMosR OF GRIOS = 3T DAMPING VAlUE = 0.020 1 0.9000 0.1958:1 2 0.9450 0.20055 3 1.0639 0.200$$ fa 1.0620 0.25660 1.1250 0.26634 6 1.2 148s 0.26634 i 1.2810 0.2108s F 6 1.3230 0,32548 5
9 1.3590 0.35833 to 1.5939 0.35833 11 1.6650 0.31082 12 1.1280 0.h3811 13 1.8000 0.49280 18s 1.8120 0.51813 15 2 . 18:20 0.56110 16 2.3086 0.56110 li 2.3610 0.58298 18 2.5020 0.10814 19 2.8110 0.92600 20 3.3300 1.13543 21 8s 1100 2.59168 22 4.6500 3.51449 23 5.2443 3 . 5 18:49 24 5. 728 0 4.62319 25 6.9960 4.62319 26 1.0290 4.57171 21 7 8210
. 3.69682 6 28 18s.8300 3.6968:2 29 16.1880 i 2.98960 30 16.74?O 2.93893 31 18.5460 2.01105 32 20.0310 1. 5 68:40 33 22.0000 1.33464 34 22.8690 1.16221 35 29. 8418so 0.782886 36 36.3000 0.60699 3T 39.5000 0.60040 1
10St-RfilNfD RESPONSt SPECIftA f oft AUXII 1 ARY Ol l)G. . Si t No. = 11 a rt fl o0R Rf SPONSE SPE CIRA f elt SSl; COMPONINI AY ; DAMPING = 0.02 g.
-m- n- - - - - - . -- - - -
^
i FIGURE ON'.'1298-3 DIRECIlON 2 AT [LEVAT104 852.53 f((T NO. CF SPECTRA = 1 BROADI NID SPECIRUM IOR N00E= 1298 D[CRE E OF F RE E DOM = 2 NUMBER OF CRIDS = 36 OAMPlNG VALUE = 0.020 I 0.9000 0.19605 2 0. 98:50 0.20018s 3 1.0037 0.20014 4 1.0620 0.25735 5 1.1250 0.26T01 6 1.2153 0.26701 7 1.2870 0.27085 8 1.3230 0.32565 9 1.3590 0.35836 10 1.5930 0.35836 11 1.6650 0.37113 12 1.7280 0.43803 13 8.8000 0.49110 14 1.8720 0.51894 15 2.1420 0.56215 16 2.3086 0.56215 IT 2.3610 0. 588s T I 18 2.5020 0.T0988 19 2.8170 0.92621 20 3.3300 1.13723 21 4.1100 2.596813 22 4.8000 3.59759 23 5.2642 3.59759 24 5 . 728:0 4.56065 25 6.9960 4.56065 26 7.0290 4.51639 27 7.8176 3.46060 28 13.8300 3.46060 29 16.18e80 2.76117 30 16.7420 2.69539 31 17.1600 2.47629 32 20.0310 1.42284 33 22.0000 1.19093 34 22.8690 1.03931 35 29.4140 0.65808 36 39.5000 0.59718 .
I IUSB-REFIN[D RESPONSE SPICIRA FOR AUX 11.lARY BLDG.; SET NO. = 12 ILOOR RESPONSE SPECTRA IDR SS[; COMPONENT AY ; DAMPlNG = 0.02 flCORE NO. 1299-B DIR[Cil0N 2 AT ELEVAil0N 831.50 FEET NO. OF SPECTRA = 1 i BROADENED SPECTRUM f0R N00E=1299 DECREE OF IR(( DOM = 2 NOMOIR OF CRIDS = 81 4 DAMPING VALUE = 0.020 1 0.9000 0.19541 2 0.9450 0.19923 3 1.0035 0.19923 4 1.0620 0.25578 5 1.1250 0.26484 6 1.2133 0.268e84 7 1.2870 0.26943 8 1.3230 0.32398 9 1.3590 0.35666 to 1.5928 0.35666 Il 1.6650 0.36919 12 1.7280 0.43573 13 1.8000 0.48866 14 1.8720 0.51738s 15 2.1420 0.55889 16 2.3064 0.55889
, 17 2.3670 0.58312 18 2.5020 0.70608 19 2.8170 0.92212 20 2.9970 1.13264 28 3.2130 1.18628 22 3.fs650 1.56385 23 4.1700 2.59108 24 4.8000 3.52911 6.9960 7.0290 4.33677 25 5.2893 3.52913 26 5.7240 4.3T761 27 88 . 3 F F61 28 29 7.7988 3.06114 30 8.8880 3.06T14 31 9.2730 3.05130 32 12.48s10 2.94110 33 13.8300 2.94T10 34 16.18s80 2.35001 35 16.7420 2.30748 36 17.1600 2.12932 3T 20.0310 1.17069 38 22.0000 0.958s41 39 22.8690 0.82370 40 27.0930 0.60508 i
d 41 39.5000 -0. 5 73 F 1 1
~
1 d IUSt-REIINID RESPONSE SPECTRA IOR AUXILIARY BLDC.; SET NO. = 13
! ILOOR RESPONSE SPECTRA 10R SSE; COMPONENT AY ; DAMPING = 0.02 FIGURE No. 1300-8 DIRECIl0N 2 AT ELEVATION 810.50 IEET NO. OF SPECTRA = 1 BROADENED SPECIRUM FOR N00l=1300 DICREE OF TREEDOM = 2 NUMBER OF CRioS = 41 DAMPlNG VALUE = 0.020 1 0.9000 0.1938 6 2 0.98850 0.19683 3 1.0038 0.19683 4 1.0620 0.2532F
' 5 1.1250 D.26233 6 1.2186 0.26233 7 1.2810 0.26491 8 1.3230 0.31990 9 8.3590 'O.35312 10 1. 6 08s8 0.35312 11 1.6650 0.36362 12 1.7280 0.42828 13 1.8000 0.88184 6 18s 1.8120 0.50986 15 2 . 18:20 0.54781 16 2.3102 0.54781 li 2.3610 0.56890 18 2.50?O 0.68891 i 19 2.8110 0.89380 20 2.9910 1.09376 21 3.2130 1.14104 22 3.fe650 1.849384 2 23 8.1100 4 f is6330 2 84 4.8000 3.35322 l 25 5.3017 3.35322 26 5 . 128:0 4.0918e5 27 6.9960 4. 0918a 5 28 7.0290 4.05135 29 7. T 318e 3.02098 30 8.8880 3.02098 31 9.2130 2.998a94 32 10.0030 2.30920 I 33 12.3200 2.30920 34 12.58664 2.28809 35 15.2130 2.21809 36 16.18s80 1.74930 4 31 16.18208 1.71650 38 18. 58e60 1.22509 39 20.0310 0.82123 80 22.8690 0.59106 41 39.5000 0.54650
! 3 J
IUSI-RIFINfD RESPONSI SPECTRA 50R AUXILIARY DIDG.; SII NO. = 14 fl 00R 4ESPONSL SPECIRA 10ft SSf; COMPONINI AY ; DANPING = 0.02 3
FIGURE No. 1301-11 DIntCil0N 2 Ai fifVAil0N 790.50 ft[T NO. OF SPECIRA = 1 RROADINID SPECIROM l0ft N00l=1301 OlGRif OI l it t l 00M = 2 NUMofR Of CRIOS =. 8s84 UAMPING VALUE = 0.020 i 1 0.9000 0,18910 2 0 . 988'20 0.19260 3 1.0031 0.19260 84 1.0620 a 0.24183 1 l 5 1.1250 0.25625 6 1.2819 0.256?$ T 1.2810 0.25112 8 1.3230 0.31151 9 1.3590 0.34655 In 1.6310 0.346's5 Il I.6650 0.35185 12 1.1280 0.49511 l 0.8928s8 2.18:20 13 1.8000 0.8s68?4 188 1.8120 6 15 0.52800 8 16 2.3253 0 . 5 28:00 I
IF 2.3610 0 . 5 38 92 18 2.5020 0.64204 19 2.8170 0.83583 20 2.9910 1.08192 tO 21 3.2130 1. 04 8a'21 8 22 3.8a650 1.33126 23 is.1100 2.20408 24 4.6000 2.82155 '?
I
m. p 25 5 . 28s8 5 2.82155 26 5.6250 3.45190 2T 5.7240 3.68874 28 6.9960 3.(8874 29 7.0290 3.65742 30 7.8050 2.64314 31 9.2733 2.68s314 32 10.2451 1.86948
33 12.3200 1.86948 '34 12.9464 1.65842 35 14.2120 1.65842 36 14.5922 1.49531
31 15.2130 1.49511 38 16.1475 1.18516 39 16.7420 1.18516 40 17.1600 -1.13324 41 20.0310 0.60006 42 22.0000 0.55892 43 27.0930 0.49294 44 39.5000 0.47137 I
^
IUSI-REFINED RESPONSE SPECTRA FOR AUXlLI ARY BLDG.; SET NO. = 15 FLOOR R[SPONSE SPECIRA FOR SSE; COMPONENI AZ ; DAMPlNG = 0.02 a FICURE No. 1295-B DIRECil0N 3 AT ELEVATION C99.50 FEET NO. OF SPECTRA = 1 i 8ROADENED SPECIRUM FOR N00E=1295 DEGREE OF FREEDOM = 3 NUMBER OF GRIDS = 85 UAMPING VALUE = 0.020 1 0.9000 0.26558 2 0.9450 0.27348 3 1.0077 0.27348 8 1.0620 0.34790 5 1.1250 0.38101 6 1.2986 0.38101 7 1.3230 0.43408 8 1.3590 0.49363 9 1.5636 0.49363 10 1.6650 0.56596 11 1.7280 0.72582 12 1.8040 0.72582 13 1.8720 0.82194 14 2.0108 0.82194 15 2.1420 0.87682 16 2.3860 0.87682 17 2.5020 1. 08:499 18 2.8110 1.18459 19 2.99F0 1.47255 20 3.8650 4 1.83130 2l 4.1700 2.95929 22 5.1280 2.95929 23 5.4630 3.94227 24 5.6250 4.7F280-25 6.8750 4.11280 26 6.9960 4.75900 27 7.0290 4.69194 28 7.0635 4.48426 29 7.8210 4.48426 30 7.8540 4.23567 31 8.8880 3.23073 32 9.2130 2.65195 i 33 11.0000 1.52649 34 12.3103 0.98172 35 13.0381 0.98tF2 36 13.2120 1.02074 3F 16.1480 1.02014 38 16.1608 1.0182F 39 IF.5120 1.01827 40 18.2696 0.82865 41 22.8690 0.82865 42 26.8243 0.578s23 43 29.4140 0.57423 44 36.3000 0.53227 45 39.5000 0.52523 1
TUSt-REFINED RESPONSE SPECTRA FOR AUKILIARY BLDG.; SET NO. = 16 FLOOR RESPONSE SPECTRA IOR SSE; COMPONE NT AZ ; DAMPlNG = 0.02 FIGURE NO. 1296-8 DIRECil0N 3 AT ELEVAil0N 886.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM F OR N00E=1296 DEGREE OF F RE EDOM = 3 NUMBER OF CRIDS = 45 DAMPING VALUE = 0.020 1 0.9000 0.26359 2 0.98s50 0.27191 3 1.0075 0.27191 4 1.0620 0.34581 5 1.1250 0.37503 6 1.2919 0.37503 7 1.3230 0.42694 8 1.3590 0.48884 9 1.5671 0. 8s B884 10 1.6650 0.55753 11 1.7280 0.70933 12 1.8011 0.70933 13 1.8720 0.81181 14 2.0160 0.81188 15 2.1420 0.85302 16 2.3892 0.85302
+
17 2.5020 0.99848 18 2.8170 1.13801 19 2.9970 1.8s0451 20 3.8s650 1.71475 21 4.1700- 2. 7178s t 22 5.1097 2.71748 23 5.8s630 3.63962 28 5.6250 4.40863 4
25 6.8750 4.40863 26 6.9960 4.39085 2T 7.0290 4.32343 28 7.0642 4.13024 29 7.8210 4.13024 30 7.8540 3.89636 31 8.8880 2.93191 32 9.2730 2.39300 0.83845 0.83845
! 33 10.4940 1'.65T69 34 12.3200 0.87881 35 13.9172 36 14.1394 j 37 18s.3280 0. 8868s8s 38 11.5120 0.8868 4 39 18.58s60 0.68384 40 18.5528 0.68384
] 8:1 18.7110 0-69823
. 8s2 22.8690 0.69823 43 26.8890 0.51089 44 29.4140 0.51089 1 45 39.5000 0.46707 k'
I TUSt-RE F INIO RESPONSE SPE CTRA FOR AHXil.l ARY Bl DC. ; SET NO. = 17
! FLOOR RESPONSE SPICTRA IOR SSf; COMPONfMI AZ ; DAMPING = 0.02 FIGURE NO. 1297-8 OfRECI10N 3 AI [LEVAll0N 873.50 FEET NO. OF SPECTRA = 1 j
BROADINED SPECIP.UM IOR N00E=129T DICREE OF TREEDOM = 3 NUMBER OF CRIDS = 46 DAMPING VALUE = 0.020 1 0.9000 0.2611l 2 0.9450 0.2708s6 3 1.0013 0.2108s6 4 1.0620 0.34384 5 1.1250 0.36987 6 1.2912 0.36911 1 1.3230 0. 8:1991 8 1.3590 0.488308 9 l.5101 0'.8 888s30 to 1.6650 0. 58s98so 11 1.1280 0.69321 12 1.8000 0.69685 13 1.8120 0.19618s 18s 2.0828 0.19618s 15 2.1420 0.82981 16 2.3931 0.82988 li 2.5020 0.95280 18 2.8110 1.09280 19 2.9910 1.3382F 20 3.4650 1.60079 21 4.1100 2.41983 22 5.0869 2. 8:1983 23 5.8 630 3. 38 545 28s 5.6250 4.05537 25 6.8750 8.05531 4 26 6.9960 4 . 0 38:25 21 7.0290 3.96628 28 T.0643 3.19068 29 f.8210 3.19068 30 1.8540 3.51130 31 8.8880 2.65528 32 9.2130 2.1568 sis 33 1 0.8s98:0 1. 5? l 8:2 34 II.0000 1.23250 35 12.3200 0.19239 36 12.9038 0.15966 37 18s.2515 0.75966 38 14.3280 0.11296 39 17.5120 0.F1296 8so 18.58s60 0.61698 4
41 20.0380 0.58518s 82 8 20.8539 4 0.57517 43 22.8690 0.57517 48s 27.0315 0.45168:
1 111
_ p-i
c- -
, . , . -w ~mv . we s 2 .'
45 29.4140 0.45164 46 37.5000 0.42776
I .
1USt-REFIN[D RESPONSE SPECTRA IOR AUXILIARY BLDG.; SET NO. = 1 45 FLOOR RESPONSE SPECTRA f0R SSE; COMPONENT AZ ; DAMPING = 0.02 e FIGURE NO. 1298-8 DIREC110N 3 AT ELEVATION 852.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1298 DECREE OF FREEDOM = 3 NUMBER OF GRIDS = 44 DAMPlNG VALUE = 0.020 l 1 0.9000 0.25926 2 0.9450 0.26860 3 1.0070 0.26860 4 1.0620 0.34117 5 1.1250 0.35935 6 1.2953 0.35935 7 1.3590 0.47633 8 1.5752 0.47633 l
9 1.6650 0.53676 10 1.7280 0.66165 11 1.8000 0.67666 12 1.8120 0.77058 13 2.0931 0.71058 14 2.1420 0.79412 15 2.4020- 0.79412 16- 2.5020 0.88723 IF 2.8170 1.02521 18 2.9910 1.24260 19 3.4650 1.41919 20 4.1000 2.12621
[ 21 5.0546 2.12621 22 5.4630 2.93805 23 5.6250 3.39128 24 6.8750 3.39128 -
25 6.9960 3.39128 26 7.0290 3.39128
2F 7.0654 3.26078 28 7.8210 3.26078 29 7.8540 3.06555 30 8.8880 2.23693 31 9.2F30 1.79102 32 10.4940 1.24797 33 11.0000 0.99061 34 11.6514 0.81574 35 13.9370 0.81574 36 15.2570 0.63977 31 , 15.7355 0.61665 38 16.7420 0.61665 39 17.5120 0.58709 40 18.5460 0.53215 d
48 20.0310 0.52337 42 22.0000 0.43115 43 29.4140 0.39068 44 39.5000 0.37811 1
TUSB-REFINED RESPONSE SPECTRA FOR AUXILI ARY BLDG.; SET NO. = 19 F100R RESPONSE SPECIRA FOR SSE: COMPONENT AZ ; DAt*PINO = 0.02 FIGURE NO. 1299-8 DIRECTION 3 AT ELEVATION 831.50 FEET NO. OF SPECTRA =' 1 BROADENED SPECTRUM FOR N00E=1299 DEGREE OF FREEDOM = 3 NUMBER OF CRIDS = 43 DAMPINC VALUE = 0.020 1 0.9000 0.25640 2 0.9450 0.26641 3 1.0068 0.26641 4 1.0620 0.33792 5 1.1250 0.34849 6 1.2930 0.34849 7 1.3590 0.46755 8- 1.5828 0.46755 9 1.6650 0.52088 to 1.7280 0.63653 11 1.8000 0.65289 12 1.8120 0.74064 13 2.1160 0.74064 14 2.1420 0.75060 15 2.4136 0.75060 16 2.5020 0.81857 1 IF 2.6460 0.84030 18 2.9970 1.12866 19 3.4650 1.20905 20 4.1700 1.75085 21 5.0014 1.75085 22 5.6250 2.73240 23 6.8750 2.73240 24 6.9960 2.73240 l' 25 T.0290 2.67736 26 7.07T3 2.51967 27 7.8210 2.51967 28 8.8880 1.83482 29 9.1630 1.83217 30 11.0000 0.92505 31 11.5002 0.78621 32 13.9370 0.78621 4
i 33 14.2120 0.74549 34 14.6630 0.66474 35 14.9637 0.60750 36 16,7420 0.60750
31 1F.1600 0.57970 38 18.5460 0.48310 39 21.5777 0.41098 40 22.8690 0.41098 41 26.8632 0.34818 42 29.4140 0.34878 43 39.5000 0.32457 I
f IUSI-REFINED RESPONSE SPECTRA FOR AUXILI ARY DLDG.; SET NO. = 20 FLOOR RESPONSE SPEC 1RA IOR SSE; CCHPONINT AZ ; DAMPlNG = 0.02 FIGURE No. 1300-8 DIRECil0N 3 AT ELEVATION 810.50 F((T NO. OF SPEC 1RA = 1 BROADENID SPECTRUM FOR NODE =1300 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 45 DAMPlNG val.UE = 0.020 i 1 0.9000 0.25182 2 0.9450 0.26221 3 1.0064 0.26221 4 1.0620 0.33244 5 1.1250 0.3339T 6 1.2892 0.33391 7 1.3590 0.45477 8 1.5933 0.45477 9 1.6650 0.49818 10 1.7280 0.59514 11 1.8000 0.61753 12 1.8720 0.69863 13 7.1400 0.69863 14 2.1420 0.69928 15 2.4520 0.69928 16 2.5020 0.72579 17 2.8170 0.83990 18 2.9910 0.97412 19 3.4888 0.97412 20 4.1700 1.27815
21 5.0040 1.21815 22 5.4630 1.53009 23 5.6250 1.10030 24 6.8750 1.70030 25 6.9960 1.64855 26 7.0290 1.58964 21 7.1288 l.58964 28 7.2720 1.63128 1 29 8.8880 1.63128 30 9.1630 1.56911 31 11.0000 0.68520 32 12.1304 0.57564 l 33 13.6950 0.51564 34 14.2120 0.52452 35 14.5680 0.41009 36 16.1480 0.47009 31 16.7420 0.44966 38 17.1364 0.44966 39 18.0000 0.45635 40 22.0000 0.45635
}' 41 22.8690 0.430?1 42 21.0930 0.28430 43 29.4140 0.21558 44 35.8990 0.35043 1 45 39.5000 0.25043 i 3 1 IUSI-RfFINID RISPENSI SPICIRA FOR AUX 191ARY Hil>C.: SET NO. = 21 l fl0OR RESPONSE SPECIRA IOR SSl ; COHPONENT AZ ; OANPING = 0.02 gg 4
isGURE No.* 1301-11 01RICl10N 3 Ai filVATION F90.50 fifi No, OF SPI CIRA = 1 yg
?
4 4 _
e -_
P i
BROADE Nf D SPECTRUM F OR N00E=1301 DICREE OF IREfDOM = 3 NUMOIR OF CRIDS = 38 DAMPING VALEE s' O.C20 .
1 0.9000 0.24184 2 0.9450 0.25859 3 1.0050 0.25859 4 1.0620 0.32759
5 1.2987 0.32159 6 l.3230 0.36390 7 1.3590 0.44253 8 1.6122 0.44253 9 1.7280 0.55449 to 1.8720 0.65783 Il 2.2880 0.65783 12 2.2972 0.65608 13 2.5838 0.65608 14 2.6460 0.66528 15 2.9910 0.82617 16 3.6633 0.82617 17 3.7530 0.81932 18 5.7240 0.91281 19 5.9986 0.91281 20 6.3990 't.06991
'21 7.2120 1.34432 22 8.8880 1.34432 23 9.1630 1.28863 24 9.2730 1.23452-25 10.4940 0.61409 26 11.0000 0.51735 27 12.3200 0.48128 28 12.3629 0.48529 29 13.2120 0.48529 30 14.1955 0.48529 31 14.3280 0.49909 32 17.5120 0.49909 33 18.2453 Q.44665 34 20.0310 0.44665 35 22.0000 0.38639 36 26.8025 0.23467 37 29.4140 0 23467 38 39.5000 0.20504 e
't 4
2 l'
i
m ., ._ ..
nw n. -- w O
. s
'l TUSI-REFINID RESPONSE SPECTRA IOR AUXil.1ARY BLDG.; SET NO. = 1 FLOOH RESPONSE SPECTRA f0R SSE; COMPONENT AX ; DANPING = 0.03 FIGURE NO. 1302-D DIRECI10N 1 AT ELEVAil0N 899.50 FEET NO. OF SPECTRA =. 1 BROADENED SPECTRUM FOR NODE =1302 DiCREE OF lREEDOM = 1 NUMOER OF CRIDS = 46 DAMPING VALUE = 0.030 1 0.9000 0.25377 2 0.9450 0.26229 3 1.0073 0.26229 4 1.0620 0.30732 5 1.2810 0.34496 6 1.3590 0.39762 7 1.4089 0.39762 8 1.4490 0.44296 9 1.5030 0.45641 10 1.5841 0.45641 11 1.6650 0.51563 12 1.7280 0.59853, 13 1.8056 0.59853 14 1.8720 0.68231 15 2.0420 0.68231 16 2.0430 0.68270 11 2.1420 0.72014 18 2.5020 0.8316T 19 2.9970 1.13158 20 3.2130 1.18s668-21 3.4650 1.46213 22 4.3500 2.92728 23 5.0288 2.92128 24 5.4630 4.33580 25 5.6250 4. fs B688 26 5.7240 4.57266 27 6.9960 4.57266 28 7.8210 2.90474 29 8.8880 2.25521 30 9.2130 1.93062 31 10.4940 1.65454 32 10.9363 1.47908 33 11.2050 1.41908 34 11.9970 1.54656 35 12.4470 1.56007 36 15.2130 1.5600T 37 16.18s80 1.5493T 38 1 6 . 78:20 1.53168 39 17.1600 1.44578 40 17.5120 1.31573 41 18.5460 1.18621 42 20.0310 0.97669 43 22.8690 0.82125 44 27.0930 0.67252 45 29.4140 0.66T5T 46 39.5000 0.63029
.1 TUSB-REFINED RESPONSE SPECTRA FOR AUX 1LIARY 8LDG.; SET NO. = 2 FLOOR RESPONSE SPECTRA f0R SSE; COMPONENT AX ; DAMPING = 0.03 FIGURE NO. 1303-8 OIRECT10N 1 AT ELEVATION 886.50 FEET No. OF SPECTRA = 1 DROADENED SPECTRUM-FOR. NODE =1303 DECREE OF FREEDON = 1 NUMBER OF CRIOS = 41 DAMPING VALUE = 0.030
, 1 0.9000 0.25106 2 0.9450 0.25982 3 1.0067 0.25982 4 1.0620 0.30483 4
5 1.2810 0.34005 6 1.3590 0.39217 7 1.4090 0.39217 8 1.4490 0.43336 j 9 1.5030 0. 4 fs 10 T 10 1.5833 0.44707 11 1.6650 0.50549 12 1.7280 0.58156
)
13 1.8012 0.58156 14 l.8120 0.66434 15 2.0452 0 . 6 68:34 16 2.18:20 0.69568 IT 2.36T0 0.75825 18 2.6460 0.87288 19 2.9910 1.06313 20 3.2130 1.08108 28 3.4650 1.35415 22 4.3500 2.59386 23 5.0251 2.59386 24 5.fi630 3.81691 25 5.6250 3.93913 26 5.7240 3.98729 27 6.9960 3.98729 28 7.8210 2.47352
] 29 8.8880 1.86969 30 9.1630 1. 68t:23 31 10.4940 1.36583 32 11.0000 1.20598 i 33 11.928:5 1.0918fs 34 14.2120 1.09184 35 14.6630 1.09635 36 16.7420 1.06558 1 37 18.5460 0.85667 38 20.0310 0.73039 39 27.0930 0.5632's 40 29.4140 0.55740 41 39.5000 0.52645 I
IUSI-REFINID RESPONSE S2ECTRA FOR AUXlLIARY BLDG.; SET NO. = 3 i FLOOR RLSPONSE SPECTRA 10R SSE; COHPONINI AX ; DAMPlNG = 0.03 flCURE NO. 1304-8 DIRECil0N 1 AT [LEVATION 873.50 FEET NO. OF SPECTRA = 1 RROADINID SPECIRUM IOR NODE =1304 DFCRFE Of FRilDON = 1 HUMOER OF CRIDS = 39 DAMPING VAEUE = 0.030 1 0.9000 0.28839 2 0. 9fs50 0.25740 3 1.0061 0. 2518so is 1.0620 0.30240 5 1.2810 0.315?? 6 1.3590 0.38686 T l.4091 0.38686 8 1. 8 490 0.42390 9 1.5030 0. fe 318 T to 1.5161 0.43181 11 1.1280 0. 568e 86 12 1.8000 0.56918 13 1.8120 0.64665 14 2.0492 0.64665 15 2.36TO 0.T3058 16 2.5020 0.78:206 li 2.6460 0.82571 18 2.9910 0.99556 19 3.2130 1.01660 20 3.8s650 1.24818 21 4.2500 2.28525 22 5.0291 2.28525 23 5.4630 3.30535 28 5.6250 3.39982 25 5. 728:0 3.41059 26 6.9960 3.41059 2F 7.8210 2.05059 28 8.8880 1.89526 i
29 9.1630 1.36058 30 10.4940 1.09313 31 12.3200 0.15125 32 13.5363 0.7018s5 33 18s.2820 0.10145 3fs 14.9812 0.68801 8 35 1 6 . 18:50 0.64803 36 16.1420 0.63556
. 37 22.0000 0.51211 38 35.1066 0. 'e 2 /20 39 39.5000 0.42120 i i i IUSI-RI F INf D RISPO'NSE SPE CTRA IOR AUX 1t l ARY Ol DG. ; SI I Ho. = 4
- e . . - . . .-
Il00R RESPONSE SPECTRA TOR SSE: COMPONENT AX ; DAMPING = 0.03 FIGUHE No. 1305-0 DIRECil0N 1 AT El[VATION 852.50 TEET NO. CF SPECTRA = 1 ,
8ROADEME D SPECTRUM TOR N00E=1305 DIGREE OF FREEDOM = 1 NUMBER OF GRIDS = 45 DAMPING VALUE = 0.030 1 0.9000 0.24582 2 0.9450 0.25516 3 1.0051 0.25516 4 1.0620 0.29949 5 1.2810 0.32921 6 1.3590 0.38165 7 1.4105 0.38165 8 1.4490 0.41304 9 1.5030 0.42114 10 1.5759 0.42Fl4 11 1.7280 0.54426 12 1.8000 0.55509 13 1.8720 0.62531 14 2.0580 0.62531 15 2.3610 0.69561 16 2.5133 0.69561 17 2.6460 0.77072 18 2.9970 0.92516 19 3.2830 0.94054 20 3.4650 1.12024 21 3.7530 1.55132 22 3.8190 1.59486 23 4.0860 1.88049 24 4.1490 1.93141 25 5.0191 1.93141 26 5.4630 2.77514 27 5.6250 2.86774 28 6.8750 -2.86774 29 6.9960 2.8382T 30 1.0290 2.81480 31 7.8210 1.64166 32 8.8380 1.19744 33 9.1630 1.18896 34 9.2730 1.18238 35 11.0000 0.74605 36 12.3200 0.59028 31 13.3011 0.56538 38 15.2570 0.56538 39 16.7420 0.55041 40 17.5120 0.52771 41 18.5460 0.47521 42 20.0310 0.47172 43 22.0000 0.45713 44 22.8690 0.41370 45 39.5000 .0.36917 1
TUSI-REFINED RESPONSE SPECTRA FOR AtaxlLI ARY 8LDC.; SET NO. = 5 FLOOR RESPONSE SPECTRA IOR SSE; COMPONENT AX ; DAMPING = 0.03 flGURE NO. 1306-8 DIRECil0N 1 AT ELEVAilDN 831.50 FEET NO. OF SPECTRA = 1 BROADENED SPECiduM FOR NODE =1306 DIGREE OF FREEDOM = 1 NUM8tR OF GRIDS = 42 DAMPING VALUE = 0.030 1 0.9000 0.24050 2 0.9450 0.25040 3 1.0037 0.25040 4 1.0620 0.29474 5 1.2870 0.32147 6 1.3590 0.37293 7 1.4125 0.31293 8 1.4490 0.39718-9 1.5030 0.41065 to 1.5762 0.41065 Il 1.7280 0.51446 12 1.8000 0.53192 13 1.8120 0.59447 14 2.0784 0.5944T 15 2.3670 0.64530 16 2.5381 0.64530 li 2.6460 0.69823 18 2.9970 0.82155 19 3.2130 0.82801 20 3.4650 0.94791 21 3.7530 1.25199 22 3.8790 1.26380 23 4.0860 1.43369 24 4.1490 1.46843 25 5.0678 1.46843 26 5.4630 1.93691 27 5.6250 1.98604 28 6.8750 1.98604 29 6.9960 1.94691 30 7.0290 1.92712 31 7.7892 1.08073 32 8.8880 1.08073 33 9.2730 IcolSil 34 10.4940 0.64535 35 11.0000 0.55391 36 12.8806 0.52505 31 16.1480 0.52505 38 IT.5120 0.47976 39 18.5460 0.39299 40 22.0000 0.35802 41 22.8690 0.33003 42 39.5000 0.29162 1 .
10Sl-RIF INID RESPONSE SPECTRA FOR AlixlLI ARY 8tDG. ; SET NO. = 6 ILOOR RESPONSE SP[CIRA IOR SSE; COMPONINI AX ; DAMPING = 0.03 FIGURE NO. 1307-8 DIRECil0N I AI [LEVAll0N 810.50 FEET NO. OF SPECTRA = 1 BROADINf D SPECTRUM FOR N00E=130F DECREE Of F RII DOM = 1 NUMOER OF GRIDS = 45 DAMPING VALUE = 0.030 1 0.9000 0.23558 2 0.9450 0.24630 3 1.0021 0.24630 4 1.0620 0.29020 5 1.2810 0.31237 6 1.3590 0.36326 7 1.4490 0.38056 8 1.5030 0.39323 9 1.5T31 0.39323 In 1. 8 T20 0.56260 11 2.1729 0.56260 12 2.2500 0.57528 13 2.3670 0 59033 14 2.5485 0.59033 15 2.8170 0.61418 16 2.9970 0.71275 11 3.2295 0.71215 18 3.4650 0.16989 19 3.7530 0.95521 20 3.9544 0.95521 21 4.0860 1.00115 22 4.1490 1.02384 23 5.2891 1.02384 24 5.4630 1.09135 25 6.6110 1.09135 26 6.8150 1.08156 2T 6.9960 1.05034 28 7.0290 1.02432 29 7.1280 0.92862 30 7.1638 0.92862 31 7.2720 0.93511 32 8.8880 0.93518 33 9.1630 0.85885 34 9.2130 0.82881 35 10.3343 0.55591 36 13.6950 0.55597 31 13.9310 0.55060 38 14.2120 0.54164 39 15.2570 0.44832 40 16.1480 0.44009 41 IT.5120 0.38559 42 18.416T 0.33790 43 22.8690 0.33790 44 29.4140 0.24989 45 39.5000 0:22131 1
IllSI-R[ f lNID RISPONSL SPf GIRA 9 0ft AUX 11 t ARY DI DC. ; St i No. = 7 fl00R RESPONSE SPICIRA IOR SSI; COMPONINI AX ; OAMPING = G.03 flGilHE NO. 1308-11 OllllG110N 1 AI [IEVAlloN 790.50 FEEI No. OF SPECTRA = 1 Hit 0AnfMfD SPECIRtlM TOR N00l=1308 OfGREL Of IRilDOM = 1 NOMutR OF GRIOS = 36 UAMPlNG VALUE = 0.030 '.
1 0.9000 0.23189 2 0.9450 0.24275 3 0.9990 0.242FT 4 1.0620 0.28999
- - -~ ~ -- ~~ % mr >-c : e:>-. - ~' -
1.5030 0.37937 8 1.5694 0.37937 1.2810 0.30536 6 1.3590 0.35636 7 12 2.8170 0.61266 ,
10 2.2500 0.54812 11 2.6460 0.55389 0.72420 -
9 1.8120 0.53493 0.63353 15 3.7530 0.72420 16 4.58TO 13 2.9910 0.63353 14 3.4964 0.64768 20 5.4630 0.64768 0.71023 18 5.0110 0.71023 19 5.3557 0.82T35 IT 4.6111 0.76116 23 6.0357 0.76116 24 6.3990 21 5.6250 0.72718 22 5.7240 0.55333 28 13.6950 0.55333 0.89199 26 8.8880 0.89199 27 10.2144 0.35737 25 7.2720 0.51316 31 15.2130 0.41566 32 15.8166 29 13.9370 0.53548 30 14.2120 0.21411 36 39.5000 0.19062 0.35737 34 22.8690 0.29010 35 21.0930 33 18.5460 1
SET NO. = 8 IllSt-REF INf D RESPONSE SPE CIRA F0ft AUXil l ARY DLDG. ;
FLOOR RESPONSE SPfCIRA 10R SSE COMPONENT AY ; OAMPING = 0.03 899.50 FEET NO. OF SPECTRA = 1 IIGURE No. 1302-8 DIRECIl0N 2 AT ELEVAil0N 2 NUMBIR OF CRIDS = 36 DAMPING VALUE = 0.030 DIGREE OF FREEDOM = 1.0620 0.22506 BROADENID SPECTRUM FOR NODE =1302 0.9450 0.88662 3 0.9990 0.18686 4 0.9000 0.18352 2 1.2810 0.25057 8 1.3230 0.28919 1
1.1250 0.23470 6 1.2262 0.23470 7 0.33919 5
I.4T73 0.3002T 11 1.5030 0.30655 12 f.6650 9 1.3590 0.3002T to 2.2500 0.50522 16 2.5020 0.61572 1.8000 0.42125 14 1.9530 0.45274 15 20 3.2130 1.10748 13 2.8110 0.83160 19 2.9910 1.00391 17 2.6460 0.73163 18 23 5.2345 2.99833 24 5.7240 3.68966 4.1100 2.14819 22 4.6500 2.99833 28 7.8210 3.12144 21 26 7.0290 3.66941 27 7.1280 3.56118 25 6.9960 3.68966 17.1600 2.5E880 32 20.0310 1'.50910 15.2130 3.12144 30 16.7420 2.74522 31 36 39.5000 0.61502 29 34 22.8690 1.19:40 35 36.3000 0.63861 33 22.0000 1.33468 .
1 SET NO, = 9 IUSI-RE F INED RESPONSE SPECIRA FOR AUXILI ARY BLDG. ;
FI00R RESPONSE SPECIRA FOR SSE; COMPONINT AY ; DAMPING = 0.03 886.50 FEET NO. OF SPECTRA = 1 OIRECil0N 2 AT ELEVATION flCURE No. 1303-B NUMBER OF CRIDS = 37 DAMPlNG VALUE = 0.030 DE CREE OF FREEDOM = 2 BROADENED SPECTRUM FOR N00E=1303 0.9990 0.18657 4 1.0620 0.22424 0.9000 0.18313 2 0.9450 0.18654 3 8 1.3230 0.28829 1
1.2261 0.23432 1 1.2810 0.24975 5 1.1250 0.23412 6 1.5030 0.30564 12 1.6650 0.33739 1.3590 0.29952 to 1.4788 0.29952 II 0.50011 16 2.5020 0.60438 9 1.9530 0.h4900 15 2.2500 13 1.8000 0.41918 14 19 3.2130 1.080T1 20 3.4650 1.36888 2.6460 0.71974 18 2.9970 0.98251 24 5.7240 3.68184 11 4.7000 2.92933 23 5.2041 2.92933 21 4.1100 2.01987 22 27 7.1280 3.55111 28 7.8210 2.97592 6.9960 3.68184 26 T.0290 3.65830 2.46467 32 20.0310 1.44989 25 16.7420 2.60854 31 17.1600 29 15.2130 2.97592 30 29.4140 0.79442 36 36.3000 0.59443 1.2543I 34 22.8690 1.12607 35 33 22.0000
37 39.5000 0.58153 I 10 SET NO. =
IUSt-REF INID RESPONSE SPICIRA FOR AUX 1t l ARY BEDC.;
FLOOR RESPONSE SPtCIRA IOR SSE; COMPONfMI AY ; DAMPlNG = 0.03 873.50 IEET NO. OF SPECTRA = 1 DIRECilON 2 AT [LIVATION FIGURE No. 1304-R 2 NUMDIR OF CRIDS = 36 DAMPING VALUE = 0.030 DECREE OF FREIDOM = 4 1.0620 0.22481 BROADENE D SPECIRUM IOR N00E=1304 0.9450 0.18751 3 0.9990 0.18151 0.9000 0.18313 2 1.2870 0.25104 8 1.3230 0.28944 1
1.1250 0.23529 6 1.2261 0.23529 7 1.6650 0.338T2 5 1.4781 0.30015 11 1.5030 0.30686 12 9 1.3590 0.300l$ 10 2.5020 0.6075T 16 2.6460 0.T2354 '
1.8000 0.42091 14 2.2500 0.50348 15 20 4.1100 2.10449 13 3.2830 1.08/82 19 3.4650 1.31838 IT 2.99/0 0.98/84 18 23 5.7240 3.16110 24 6.9960 3.T6110 2.98965 22 5.1981 2.98965 2.88612 28 15.2130 2.88672 21 4.5000 26 T.1280 3.62468 21 7.8210 1.2158T 25 T.0?90 3.13424 2.40541 38 20.0350 1.44141 32 22.0000 29 16.1420 2.54114 30 11.1600 0.60636 36 39.5000 0.59999 29.4140 0.12990 35 36.3000 33 27.0930 0.83259 34 to3 1 D SEE No, = 11 IHSI-Rf F INI D lit SPONSL SPICIftA loft AUXil I ARY HI DG. ;
I100R RISPONSF . SPI ClitA I OR SSI; COMPONINI AY ; DAHPING = 0.03
7--
~
FlCURE NQ. 1305-B DIR[CT10N 2 AT ELEVATION 852.50 FEET NO. CF SPECTRA = 1 I ,
I BROADfMED SPECIRUM FOR N00[=1305 DIGREE OF IR[EDOM = 2 NUM0ER OF CRIDS = 36 DAMPlNG VALUE = 0.030 -
l 1 0.9000 0.18375 2 0.9450 0.18722 3 0.9990 0.18745 4 1.0620 0.22623 l 5 1.1250 0.23525 6 1.2259 0.23525 7 1.2870 0.25107 8 f 3230 0.28944 9 1.3590 0.%0100 10 1.4193 0.30100 11 1.5030 0.30680 12 1.6650 0.33897 13 1.8000 0.42013 14 1.9530 0.45099 15 2.2500 0.50330 16 2.5020 0.60796 li 2. 68s6 0 0.72299 18 2.9910 0.98980 19 3.2130 1.08966 20 3.8s650 1.38328 21 is.1100 2.10291 22 4.6500 3.00607 23 5.2216 3.00607 28: 5.7240 3.71273 25 6.9960 3.71213 26 7.0290 3.68994 27 7.1280 3.57885 28 7.8210 2.71293 29 15.2130 2.7013F 30 1 6 . 78 20 2.33549 31 17.1600 2.20602 32 20.0310 1.30812 33 22.0000 1.09306 34 27.0930 0.70762 35 29.4140 0.62507 36. 39.5000 0.59348 1
IUSI-REFINED RESPONSE SPfCTRA FOR AUXtLIARY BLDG.; SET NO. = 12 TLOOR RESPONSE SP[CTRA FOR SS[; COMPONENT AY ; DAMPING = 0.03 FIGURE No. 1306-8 DIRECil0N 2 AT ELEVATION 831.50 FEET NO. OF SPECTRA = 1 i
BROADEMFD SPECTRUM FOR NODE =1306 DICHEE OF FR(( DOM = 2 NUMBER OF CRIDS = 43 OAMPING VALUE = 0.030
.f 1 0.9000 0.18290 2 0.9850 4 0.18624 3 0.9990 0.18692 as 1.0620 0.22470 5 1.1250 0.23381 6 1.2276 0.23381 7 1.2870 0.28:9 68: 8 1.3230 0.28784 9 1.3590 0.30030 10 1.8840 4 0.30030 11 1.5030 0. 308s 78s 12 1.6650 0.33744 13 1.8000 0.48843 14 1.9530 0.48924 4 15 2.3670 0.53910 16 2.6460 0.71886
, 17 2.8170 0.81671 18 2.9970 0.98731 19 3.2130 1.0868:5 20 3.4650 1.37786 21 4.1700 2.09898 22 8s.8500 2.98964 4 23 5.2524 2.98964 24 5.7240 3.80000 4
25 6.9960 3.8s0000 26 7.0290 3.40000 27 7.1280 3.40000 28 7.8086 2.63660 29 8.8880 2.63660 . 30 9.1630 2.589T7 31 9.2730 2.54605 32 9.5591 2.35610 33 12.3200 2.35610 34 12.4908 2.30429 35 15.2130 2.30429 36 16.7420 2.00090 3T 17.1600 ,1.90444 38 18.5460 1.48914 39 20.0310 1.01504 40 22.0000 0.89484 41 22.8690 0.7928:1 82 4 27.0930 0.60479 43 39.5000 0.57365 I
IUSI-RE F INID RES/0NSE SP[CTRA FOR AUXIl l ARY BLDG. ; SET NO. = 13 1 FLOOR RESPONSE SPECTRA 70R SSE; COMPONENT AY ; DAMPING = 0.03 FIGURE NO 1307-B DIRECil0N 2 AT ELEVAil0N. 810.50 IEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR N0D[=1307 DICREE OF FR(( DOM = 2 NUMBER OF CRIOS = 81 1 DAMPING VALUE = 0.030 1 0.9000 0.18168 2 0.98:50 0.18393 3 0.9990 0.18502 4 1.0620 0.22147 5 1.1250 0.23131 6 1.2281 0.23131 7 1.2870 0.28:582 8 1.3230 0.28452 9 1.3590 0.29679 10 1. 8e893 0.29679 11 1.5030 0.29981 12 1.6650 0.33152 13 1.8000 0.41088 14 1.9530 0.f8 281 2 8 15 2.3610 0.52196 16 2.5020 0. 5d8s62 17 2. 68s6 0 0.69880 18 2.8110 0.18920 19 2.9910 0.95280 20 3.2130 1. 08:261 21 3.le650 1.31889 22 4.1100 1.99552 23 5.0000 2.79135 24 5.2710 2.79135 25 5. 728:0 '3.09000 26 6.9960 3.09000 27 7.1280 3.09000 28 7. 78 66 2.56518s' 29 8.8880 2.58518s 30 9.1630 2.54202 31 9.2730 2.f:9199 32 9.9722 1.98138 33 12.3200 1.98138 34 13.2126 1.73633 35 15.2130 1.73633 36 1 6 . 18 80 1.51201 31 1 6. 78:20 1.49808 38 17.1600 1.42684 39 20.0310 0.78001 8:0 22.0000 0.60813
8s t 39.5000 0.54653 4
1 IHSI-REFINED RESPONSE SPICIRA IOR AUXILLARY BtDC.; SET No. = 14 f100R RESPONSE SPLCIRA IOR SS[; COMPONINT AY ; DAMPING = 0.03 flCURE NO. 1308-B DIRECIl0N 2 AT [tEVATION 790.50 f((f No. OF SP[CTRA = 1 i
! DRGADINfD SPECIRUM TOR N00E=1308 DICRFE OF IRt[ DOM = 2 NUM0lR OF CRIDS = 43 DAMPlNG VALUE = 0.030 i 1 0.9000 0.11130 2 0.98:50 0.17911 3 0.9990 0.18058: 4 1.0620 0.21582 5 1.1250 0 .2 28:59 6 1. 2218e 0.22859 4 7 1.2810 0.23853 8 1.3230 0.21630
] 9 1.3590 0.28994 10 I . fe98's 0.28994 11 1.5030 0.29090 12 1.6650 0. 3202fs 13 1.8000 0. 3996ft 14 2.3610 0.fa9618 15 2.5020 0.58 1395 16 2. 68:60 0.siSSIT 0' I IF 2.8170 0.13303 18 2.9910 0.81131 19 3.2130 0.98869 6 20 3.4650 1.18869 21 1.T8091 22 88.1000 2.35836 23 5.202T 2.35836 28s 5.6250 2.82905 C) l 4.1100 i
i j .
25 5.72:s0 3.009ss3 26 '6.9960 3.00983 8 27 7.0290 3.00033 28 7.1280 2.92210 -
29 1.8210 2.27565 30 8.8880 2.2638s3 31 9.1633 2.23415 32 9.273D 2.21221 * '
33 10.2019 1.62232 34 12.3200 1.A?232 35 13.3269 1.40828 36 14.2120 1.40828 .
3T 16.0390 1.04413 38 16.7820 1 48 13 39 11.1600 1.01143 40 20.0310 0.55239 41 22.0000 0.54342 42 29.4140 0.48362 43 39.5000 0.46994 1
1
' IOSI-RET INED ltESPONSE SPEC 1RA FOR AUXILI ARY Bl DG. ; SET NO. = 15 i ILOOR RESPONSE SPECIRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03
! IIGURE NO. 1302-B DIRECTION 3 AT ELEVATION 899.50 FEET NO. OF SPECTRA = 1 RROADENED SPECTRUM FOR NODE =1302 DECREE OF FREEDOM = 3 NUNDER OF CRIDS = 45 DAMPING VALUE = 0.030 1 0.9000 0.28U)o5 2 0. 98s5 0 0.25705 3 1.0029 0.25105 4 1.0620 0.308804 5 1.1250 0.31975 6 1.2810 0.34038 7 1.3590 0.40141 8- 1.4259 0.40141 i 9 1.4490 0.42672 10 1.5030 0.45031 11 1.5705 0.45031 12 1.6650 0.51389 13 9.7280 0.61843 14 1.801T 0.61843 15 1.8720 0.68310 16 2.0278 0.68310 17 2.0430 0.69128 18 2.3610 0.78902 19 2.6460 1.01337 20 2.8170 '1.02869 21 2.9910 1.25658 22 3.2130 1.46022 23 3.4650 1.65389 28s 4.1700 2.43l96 25 5.1116 2.43196 26 5.4630 3.29965 27 5.6250 3.94549 28 6.8150 3.94549 29 6.9960 3.93156 30 7.0290 3.90417 31 7.0680 3.76833 32 7.8210 3.76833 3
33 8.8880 2.71338 34 9.1630 2.37060 35 11.0000 1.41263 36 12.3200 0.93934 3T 13.2285 0.92121 38 16.1480 0.92121 39 16.7699 0.86084 .40 17.5120 S.86084 41 18.3099 0.75610 8s2 22.8690 0.75610 84 3 2 6. 88 90 0.56059 8886 29.4140 0.56059 45 39.5000 0.52332 1
7USI-REFINED RESPONSE SP[CIRA IOR AUXILIARY BLDG.;- SET NO. = 16 ,
ILOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 ,
flGURE NO. 1303-B DIR[Cil0N 3 AT ELEVATION 886.50 FEET NO. Or SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1303 DECREE OF FREEDOM = 3 NUM0ER OF GRIDS = 46 DAMPING VALUE = 0.030 1 0.9000 0.24706 2 0. 98s5 0 0.25569 3 1.0027 0.25569 is 1.0620 0.30652 5 1.2810 - 0.33700 6 1.3590 0.39704 7 1.8254- 0.39704 8 1 . 48s9 0 0.t:2118 9 1.5030 0.44430 to 1.5712 0.488s30-4 Il I.6650 0.50625- 12 1.7280 0.60338 13 1.8035 0.60338 14 1.8720 0.66975 15 2.0308 0.66975 16 2.0430 0.67597 j 17 2.3610 0.7658s7 18 2. 68:60 0.96735 19 2.8170 0.98221 20 2.9970 1.198s94
21 3.2130 1.3826T 22 3.4650 1.54920 23 4.0500 2.28:250 24 5.0907 2.24250 25 5.4630 3.05644 26 5.6250 3. 68:230 27 6.8150 3.68s230 28 6.9960 3.62789 l 29 7.0290 3.59861 30 7.0666 3.47318 31 7.8210 3.47318 32 8.8880 2.46690 33 9.2730 2.028s83 38s 12.3200 0.88s489 35 13.6950 0.78851 36 - 13.9370 0.77628 37 14.0392 0.76756 38 16.18sso 0.76756 39 16.2531 0.75620 ao n 17.5120 0.75620 41 18. 5fs60 0.65284 82 1 18. 98 05 0.64809 43 22.8690 0.64809 48s - 26.9741 0.50077 8:5 29. 8s 18so 0.50071 8s6 39.5000 0.468s10 1
1
~
IUSI-REFIN(D RESPONSE SPICIRA FOR AUXILI ARY Bl DG. ; SET NO. = 17
-j FLOOR RESPONSE SPECIRA 10R SSI; COMP 0 HINT AZ ; DAMPING = 0.03 ,
f lGUlt[ NO. 130's-ll DIRECIl0N 3 AT ELEVAllON 873.50 IEE1 NO. OF SPECTRA = 1 l IIROADENID SPECIRUM f0R N00E=1308s DIGREE Of I RE E DOM = 3 MOMofR OF GRIOS = fe4 DAMPlNG VAL UE = 0.030 1 0.9000 0.24518 2 0.9450 0.2588 5 3 1.0025 0.258s es5 is 1.0620 0.308s76
5 1.2810 0.33319 6 1.3590 0.39285 7 1. 42fe l 0.39285 8 1.8s490 0.41587 9 1.5030 0.43852 10 1.5118 0.83852 11 1.6650 0.89892 8 12 1.7280 0.58868 i* 2.0343 0.65681 16 2.0430 0.66107
83 1.8000 0.589 f fs 14 1.8120 0.6568T 15 IT 2.3610 0 . 78:251 18 2.6460 0. 9??8s6 19 2.8110 0.93105 20 2.9970 1.138s5 T 4
21 3.2130 1.30698 22 3.8s650 1.88:104 4 23 3.9000 2.0566l 24 5.0879 2.05661 4
25 5.4630 2.82088 26 5.6250 3. 38sa50 21 6.8750 3.34850 28 6.9960 3.33414 i 29 1.0290 3.3028ts 10 T.0642 3.19050 31 F.8210 3.19050 32 8.8880 2.24075 1.83199 34 10.4940 1.34593 35 12.3200 0.76192 36 18s.1035 0.66646 gs j 33 9.2/30 3T 11.5120 0.66646 38 18.5's60 0.58885 39 20.0310 0.56868 8so 20.6903 0.54689 --
8s t 22.8690 0.54689 is2 21.0930 0. ist:6 30 8s 3 29. 8s it:0 0.84499 1 44 39.5000 0.8188 81
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.IUSB-REllNID RESPONSE SPECTRA f0R AUXlLIARY BLDG.; SET No. = 18 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE No. 1305-B DIRECil0N 3 AT ELEVAil0N 852.50 IEET NO. OF SPECTRA = 1 BROADENED SPECTRUM IOR NODE =1305 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 47 DAMPING VALUE = 0.030 1 0.9000 'O 24293 2 0.9450 0.25283 3 1.0022 0.25283 4 1.0620 0.30241 5 1.2810 0.32866 6 1.3590 0.38684 7 1.4245 0.38684 8 1.4490' O.40744 9 1.5630 0.42842 to 1.5719 0.42842 Il 1.6650 0.48734 12 1.7280 0.56477 13 1.8000 0.51362 14 1.8120 0.63517 15 2.0378 0.63517 16 2.0430 0.63738 17 2.5020 0.75006 18 2.6460 0.85153 19 2.8170 0.86532 20 2.9970 1.03837 21 3.2130 1.18550 22 3.4650 1.28603 23 3.9000 1.77612 24 5.0355 1.71612 25 5.6250 2.79975 26 6.8750 2.79975 27 6.9960 2.79975 28 7.0290 2.7991) 29 7.0636 2.74945 30 7.8210 2.74943 31 8.8880 1.89852 32 9.2730 1.53044 33 10.4940 1.10T83 34 11.0000 0.91800 35 12.006T 0.68910 36 13.9370 0.68910 31 14.2120 0.66518 38 14.6630 0.59801 39 15.2570 0.59039 40 15.8454 0.56383 41 16.7420 0.56383 42 17.1600 0.56208 43 20.0310 0.50512 44 22.0000 0.41873 45 29.4140 0.38546 46 36.3000 0.37941 4T 39.5000 0.3754T I
TUSI-REFINED RESPONSE SPECTRA FOR AUXILIARY BLDC.; SET NO. = 19 FLOOR RESPONSE SPECIRA IOR SSE; COMPONENT AZ ; DAMPlNG = 0.03 FICURE No. 1306-8 DIRECTION 3 AT ELEVAil0N 831.50 FEET No. Or SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1306 DEGREE OF FREEDOM = 3 NUMBER OF CRIDS = 42 DAMPlNG VALUE = 0.030 1 0.9000 0.24031 2 0.9450 0.25072 3 1.0017 0.25012 4 1.0620 0.29950 5 1.2870 0.32199 6 1.3590 0.37984 7 1.4249 0.37984 8 1.4490 0.39657 9 1.5030 0.4867T to 1.5689 0.41677 11 1.7280 0.53699 12 1.8720 0.60901 13 2.0486 0.60901 14 2.3670 0.66315 15 2.6460 0.16936 16 2.8170 0.79757 li 2.9910 0.92463 18 3.2130 1.04383 19 3.4650 1.10634 20 4.1700 '1.46554 2l 5.0040 1.46554 22 5.6250 2.25280 23 6.8750 2.25280 24 6.9960 2.25280 25 7.0290 2.235T4 26 7.0778 2.13144 27 7.8210 2.13144 28 8.8880 1.52322 29 9.1630 1.48550 30 10.4940 1.01867 38 11.0000 0.82848 32 11.7585 0.64544 33 13.9370, 0.64544 34 14.2120 0.63166 35 14.6630 0.58423 36 14.9167 0.55251 37 16.7420 0.55251 38 17.1600 0.54122 39 21.6232 0.37508 40 22.8690 0.37508 41 36.3000 0.32316 42 39.5000 0.32176 1
10SI-REFINED RESPONSE SPECIRA FOR AUXILI ARY BLDG.; SET NO. = 20 ftOOR RESPONSE SPECIRA 70R SSE; COMPONENT AZ ; DAMPING = 0.03 IICORE No. 1307-B DIRECI10N 3 Af [LEVAI10M 810.50 TEET No. Of SPECIRA = 1 BROADENED SPECTRUM.f0R N00E=1301 DECREE OF FRE E DOM = 3 NUMBER OF Gd1DS = 42 DAMPING VALUE = 0.030 1 0.9000 0.23582 2 0.9450 0.24661 3 1.0005 0.24661 4 1.0620 0.29441 5 1.2810 0.31404 6 1.3590 0.36934 7 1.4261 0.36934 8 1.4490 0.38128 9 1.5030 0.39894 10 1.5689 0.39894 11 1.7280 0.49953 12 1.8120 0.57420 13 2.0962 0.5'1420 14 2.3670 0.60448 15 2.6460 0.6625? 16 3.2130 0.85389 IF 3.4650 0.8623F 18 3.9000 1.01249 19 5.0040 1.07249 20 5.4630 1.28954 21 5.6250- 1.39641 22 6.8750 1.39641 23 6.9960 1.36962 24 7.0290 1.33589 25 7.1585 1.33589 26 1.2120 1.3561T 21 8.8880 1.35611 28 9.1630 1.27966 29 11.0000 0.62155 30 12.2020 0.52231 31 13.6950 0.52231 32 14.2120 0.46829 33 14.6392 0.41098 34 16.1480 0.41098 35 16.T420 0.40698 36 17.1600 0.39330 31 18.2734 0.39330 38 16.Tito 0.39691 39 22.8690 0.39691 40 27.0930 . 0.27964 41 35.2263 0.24160 42 39.5000 0.24160 1
IHSI-REf1NfD RESPONSE SPICIRA 50R AUXil.1ARY tilipG.; SEI NO. = 21 ftOOR RESPONSE SPECIRA BOR SSE: COMPONINI Al ; DAMPING = 0.03 6' flCURL No. 1308-11 DIRfCil0N 3 AI ElfVAllON 790.50 TEEI No. OF SPECIRA : 1
.gd
_ ,~
6 EIve[Nf D SPECTRUM FOR N00E=1308 D[ GREE OF FR[IDOM = 3 NUHO[Q CF GRIDS = 37_ OAMPING VALUE s' O.C33 I 0.9000 0.23193 2 0. 98s5 0 0.28s301 3 0.9992 0.2430T 4 1.0620 0.28994 -,
5 1.2810 0.30536 6 1.3590 0.35886 7 1. 8s 8s90 0.36613 8 1.5030 0.38113 9 1.5663 0.38113 10 1.8120 0.53918 11 2.2035 0.53978 12 2.2500 0.55254 13 2. 68s6 0 0.56622 18s 2.8110 0.62594 15 2.9910 0.66561 16 3.2130 0.67312 17 3. 58sn9 0.67312 18 3.7530 0.78s399 19 5. 728:0 0.76925 20 5.99883 0.76925 21 6.3990 0.91310 22 7.2720 1.12039 23 8.8880 1.12039 24 9.1630
1.06901 25 10. 498so 0.55985 26 11.0000 0.8s8090 27 12.3200 0.8s3962 28 12.6979 0.8s2555 29 1 6 . 18 80 0.8s2555 30 IT.5120 0.81567 1 31 17.7233 0.8s0797 32 20.0310 0. 88019 F 33 22.0000 0.32368: 38s 22.86PO 0.32200 35 27.0930 0.228s76 36 29.I: 188 0 0.22320 37 39.5000 0.20619 4
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ML20094A585

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