Text

Refined Response Spectra for Safeguards Bldg
	ML20094A422
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
	FSB-5R, NUDOCS 8411060415
	Download: ML20094A422 (69)
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CPSES REFINED RESPONSE SPECTRA FOR SAFEGUARDS BUILDING i

Presented herewith. are the refined floor response spectra ;

4 for the safeguards building (references 2 and 3) based on existing response spectra (reference 1) and developed ,

primarily for as-built piping analysis. Thase response spectra have been refined based upon , improved curve

}

> smoothing techniques by use of computer, instead of by hand.

Therefore, undue hand smoothing and digitising have been eliminated. Also, improved interpolation has been used at f 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 451-B through 458-B; 1385-B through 1392-B and 1409-B through 1424-B vhich 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 : orthogonal directions respectively due to the combined Effect of three simultaneous earthquakes at the specified % damping. Please

note that Ax and Az are in the east-west and the north-south l directions respectively while Ay is in the vertical direction based upon the plant's general coordinate ,syste.m.

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

References:

1. "Instructure Response Spectra for Safeguards Building,"

Gibbs & Hill report no. FSB-3R, May 1976 and FSB-4R, Jan. 7 '

1977.

2. "TUSI - Refined Response Spectra for Safeguards Building," calculation book no. FSB-1C, Rev. O. -

3. "TUSI - Computer Cutput for Safeguarde Building Refined Response Spectra," computer output file no. FMI-1P Set 1, Rev. O.

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37 39.5000 - 0.48880 it i

IUSI-REFINEO RESPONSE SPECIRA FOR SAFECUARDS BLDG.; SET NO. = 2 I ILDOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AX ; DAMPING = 0.01 I FIGURE ND. 1410-8 DIRECTION 1 AT ELEVATION 873.50 FEET NO. OF SPECTRA = 1 8AGADENED SPECTRUM IDR N00E=1410 DECREE OF FREEDOM = 1 NUH8ER OF GRIDS = 37 DAMPING VALUE = 0.010

! l 0.9000 0.14380 2 0.9450 0.14864 3 1.0108 0.14864 4 1.0620 0.20930

! 5 1.1250 d.23144 6 1.3050 0.23144 7 1.3680 0.32040 8 1.4040 0.32566 9 1.6751 0.32566 10 1.7280 0.40280 11 1.8720 0.48924 12 1.9530 0.49884 l 0.49884 14 2.1420 0.57560 15 2.5666 0.57560 16 2.6460 0.59274

- 13 2.0760 17 2.8170 0;71188 18 2.9970 0.81768 19 3.3298 0.81168 20 3.4650 0.91150 21 3.7530 1.38136 22 4.0950 2.02218 23 4.4380 3.42834 24 5.2470 3.42834 j 25 6.3720 '3;94510 26 7.7880 3.94510 27 9.1630 3.52488 28 10.5270 2.17094 i 29 11.0000 1.68640 30 14.6630 1.08770 31 16.4230 1.07946 32 17.3470 0.98708

, 33 17.9978 0.85080 34 20.4050 0.85080 35 22.7088 0.57060 36 23.7050 0.57060 1 , 37 39.5000 0.38391 l' .

SE1 NO. = 3 l TUSB-REFINED RESPONSE SP[CIRA FOR SAFECUARDS DIDG.;

i fl00R RESPONSE SPECIRA IOR 1/2 SSE; COMPONENT AX ; DAMPlNG = 0.01 FIGURE No. 1411-8 DIRECil0N 1 AT ELEVATION 852.50 FEET NO. OF SPECTRA = 1 8HOADENED SPECTRUM FOR N00E=1411 DICREE OF FR[EDOM = 1 NUMOER OF GRIDS = 36 DAMPING VALUE = 0.010 1 0.9000 0.14074 2 0.9450 0.14558 3 1.0106 0.14558 4 1.0620 0.20468 l 5 1.1250 0.22382 6 1.3051 0.22382 7 1.3680 0.31326 8 1.4040 0.31728 9 1.6790 0.31128 to 1.7280 0.38298 11 1.8720 0.46576 12 1.9530 0.47490 i 13 2.0T96 0,47490 14 2.1420 0.53996 15 2.6180 0.53996 16 2.6205 0.53734 17 2.6460 0.53T34 18 2.8170 0.64108 19 2.9970 0.72756 20 3.3594 0.72756

<

21 3.4650 0.81474 22 3.1530 1.14650 23 4.0950 1.62364 24 4.3190 .2.69490

25 5.2470 2.69490 26 6.3720 3.04048 27 7.7880 3.04048 28 9.1630 2.63722 79 10.5270 1.51108 30 11.0000 1.26902 31 11.6490 1.24818 32' 14.5530 1.05688 i

33 16.8~41 0.83198 34 20.4050 0.83198 35 22.0000 0.65176 36 39.5000 0.32875

{8 IHSI-REFINED R[SPONSE SPECIRA FOR SAITCUARDS BLDC.; SET NO. = 4

! flo0R RESPONSE SPECIRA IOR 1/2 SSI; COMPONINI AX ; DAMPING = 0.01 flCURE No '1412-8 DIRECIl0N I Af ELEVAll0N 831.50 FIET No. OF SPECIRA = 1 8ROADENED SPECIRUM FOR N00E=1412 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 37 DAMPING VALUE = 0.010 l

t l_ __ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ - - _ _ _ __ _ _ _ - - _ - _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ - -

1 I O.9000 0.13746 2 0.9450 0.14234 3 1.0100 0.14234 4 1.0620 0.19973 .*-

5 1.125D 0.21552 6 1.3066 0.21552 7 1.3180 0.3041? 8 1.4043 0.33742 9 1.6846 0.30742 la 1.7280 0.36220 11 1.8720 0.4408J 12 1.9530 0.44816 13 2.0810 0.44816 14 2.1420 0.49918 15 2.6180 0.49918 16 2.6347 0.48282' 0.63916 20 3.4668 0.63916 17 2.6460 0.48282 18 2.8170 0.56292 19 2.9970 -

21 4.0950 1.18490 22 4.2930 1.88088 23 5.2470 1.88088 24 6.3720 2.17580:

25 7.7880 2.17580 26 9.1630 1.44062 27 9.5260 0.97948 28 9.6552 0.92446 29 10.5270 0.92446 30 14.5530 0.85178 31 14.6630 0.83106 32 15.9984 0.58246~

0.64424 23.7050 0.60492

?

33 16.6950 0.58246 34 18.0000 0.64424 35 22.0000 36

! 37 39.5000 0.26318 1-l IUSt-REFINID RESPONSE SPECIRA FOR SAFEGUARDS BIDC.; SET NO. = 5 fl0OR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AX ; DAMPING = 0.01 FIGURE No. 1413-D DIRECTION I AT ELEVATION 810.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1413 DEGREE OF FREEDOM = 1 NUMBER OF GRIOS = 3$ DAMPING VALUE = 0.010 1 0.9000 0.14076 2 0.9450 0.14598 3 1.0090 0.14598 4 1.0620 0.20616 5 1.1250 0.21274 6 1.3127 0.21274 7 1.3230 0.22520 8 1.3686 0.30688 9 3.4040 0.30728 to 1.6951 0.30728 11 1.F280 0.34430 12 1.8720 0.42216

13 1.9530 0.42858 14 2.0936 0.42858 15 2.1420 0.46900 16 2.6810 0.46900 1 17 2.8170 0.50228 18 2.99F0 0.57568 19 3.5610 0.57568 20 3.7530 0.70766 21 4.0950 0.87012 22 4.2930 1.31594 23 5.2410 1.31594 24 5.5889- 1.51340 l 25 7.7880 1.51340 26 9.5310 0.853F4 27 11.6490 0.85374 28 14.5530 0.77466 29 16.4230 0.45598 30 17.7355 0.42312 31 20.4050 0.42312 32 22.0000 0.40400 33 22.6687 0.36626 34 23.7050 0.36626 35 39.5000 0.19465 1

IUSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 6 FLOOR RESPONSE SPECTRA IOR 1/2 SSE; COMPONENT AM ; DAMPING = 0.01 FIGURE NO. 1414-B DIRECil0N 1 AT ELEVATION 79a.50 FEET NO. OF SPECTRA = 1 SROADEMED SPECTRUM FOR NODE =1414 DIGREE OF FREEDOM = 1 NUMBER OF GRIDS = 32 DAMPING VALUE = 0.010 1 0.9000 0.14412 2 0.9450 0.14942 3 1.0075 0.14942 4 1.0620 0.21336 5 1.1250 0.21836 6 1.3127 0.21836 7 1.3230 0.23086 8 1.3680 0.31484 1 9 1.4040 0.31542 10 1.6986 0.31542 11 1.7280 0.34742 12 1.8720 0.42518

! 13 1.9530 0.43226 14 2.1141 0.43226 15 2.1420 0.45328 16 2.8094 0.45328 1 17 2.8170 0.45474 18 2.9910 0.52032 19 3.6823 0.52032 20 3.7530 0.55578

' 28 4.0950 0.63316 22 4.2930 0.88776 23 5.2470 0.88776 24 11.6490 0.63976 1

t 25 14.5530 0.51266 26 14.6630 0.50532 27 15.5974 0.42350 28 20.4050 0.42350 I 29 22.0000 0.34236 30 22.3240 0.30562 31 23.7050 0.30562 32 39.5000 0.16612

1

) IUSI-REFINED RESPONSE SPECTRA IOR SAFECUARDS BLDG.; SET!NO. = 7 F100R RESPONSE SPEclRA FOR 1/2 SSE: CDHPONENI AX ; DAMPING = 0.01 FIGURE No. 1415-B DIRECil0N 1 AT ELEVATION 785.50 FEE 1 NO. OF SPECTRA = 1 1

' BROADINFD SPECTRUM FOR N00E=1415 DECRE E OF FREFDOM = 1 NUMBER OF CRIDS = 34 DAMPlNG VALUE = 0.010 1 0.9000 0.14514 2 0.9450 0.15050 3 1.0076 0.15050 4 1.0620 0.21470 5 1.1250 0.21974 6 1.3125 0.21974 7 1.3230 0.23270 8 1.3680 0.31710 0.42812 9 1.4040 0.31770 10 1.6987 0.31770 11 1.1280 0.34996 12 1.8720 13 1.9530 0.43554 14 2.1141 0.43554 15 2.1420 0.45668 16 2.6180 0.A5668 17 2.6317 0.45668 18 2.8110 0.45668 19 2.9970 0.50128 20 3.7209 0.50728 21 3.1530 0.52208 22 4.0950 0.58154 23 4.2930 0.79746 24 5.2470 0.79746 i 25 11.6490 0.61012 26 14.5530 0.49326 27 14.6630 0.48694 28 15.6808 0.40230

, 29 20.4050 0.40230 30 22.0000 0.32566 31 22.2777 0.29660 32 23.7050 0.29660 33 38.0623 0.16630 34 39.5000 0.16630 i1 i IHSI-ItEFINID RESPONSL SPECIRA IOR SAFEGUARDS BLDG.; SET No. = 8 F100ft ItESPONSE SPICIRA IOR 1/2 SSE; COMPONINT AX ; DAMPlNG = 0.01 l-le 4

g ;- ~ . - - --

FIGORE NO. 1416-8 DIRIClioN 1 AT [LEVAll0N 773.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR N0DE=1416 DECREE OF FRIEDOM = 1 NUMRER Of CRIDS = 35 DAMPING VALUE = 0.010 1 0.9000 0.14818 2 0.9450 0.15374 3 1.0077 0.15374- 4 1.0620 0.21872

! 5 1.1250 0.22400 6 1.3121 0.22400 7 1.3230 0.23806 8 1.3680 0.32382 -

J 9 1.4040 0.32450 10 1.6988 0.32450 11 1.7280 0.35742 12 1.8720 0.43680 13 1.9530 0.44498 14 2.1140 0.44498 15 2.1420 0.46668 16 2.6180 0.46668 4 17 2.6484 0.46668 18 2.8170 0.46668 19 2.9970 0.49704 20 3.6630 0.49704 l 21 3.7438 0.49704 22 3.7530 0.49704 23 4.0950 0.49704 24 4.2930 0.61508 25 5.2470 0.61508 26 11.6490 0.57140 27 14.5530 0.47424 28 14.6630 0.46854 29 16.1220 'O.35158 30 20.4050 0.35158 31 22.0000 0.288s60 32 22.1642 0.27100

33 23.7050 0.27100 34 33.2937 0.18530 35 39.5000 0.18530

. I i

INSI-REFINED RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET NO. = 9 3

ILOOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AY ; DAMPlNG = 0.01 FIGURE No. 1409-B DIRECTION 2 AT ELEVAil0N 896.50 FEET NO. OF SPECTRA = 1 4

i' BROADENED SPEC 1 RUM FOR N00E=1409 DECREE OF FREIDOM = 2 NoMBER OF CRIDS = 32 DAMPING VALUE = 0.010 I l.0000 0.10580 2 1.0052 0.10500 3 1.0620 0.15020 4 1.1250 0.15134 1

5 1.2 F42 0.15134 6 1.3230 0.16894 7 8.3680 0.22240 8 1.7106 0.22240 9 1.7280 0.23416 to 1.8000 0.27994 11 1.8720 0.29366 12 2.0373 0.29366

} 2.4323 0.31910 0.36932 16 2.6460 0.38118 13 2.1420 0.31910 14 15 2.5020 4

17 2.9970 0.57588 18 3.3605 0.57588 19 3.4650 0.63142 20 3.7530 0.98146 l 21 4.0950 1.25136 22 4.5450 2.23988 23 4.6160 2.28418 24 5.5000 2.28418 i 25 8.6130 2.69390 26 10.5270 2.69390 27 15.0750 2.95694 28 18.4250 2.95694 e

29 20.4050 2.06934 30 22.8690 1.74600 31 23.7050 1.59050 32 39.5000 0.57381 1

I IUSI-REFINED RESPONSE SPECTRA FOR SAFECUARDS BlDC.; SET No. = 10 lLOOR RESPONSE SP[CIRA IOR 1/2 SSE; COMPONENT AY ; DAMPING = 0.01 FIGURE NO. 1410-8 DIRECTION 2 AT ELEVATION 873.50 FEET No OF SPECTRA = 1 BROADEN (0 SPECTRUM FOR NODE =1410 DICREE OF FREEDOM = 2 NUMBER OF CRIDS = 33 DAMPING VALUE = 0.010

! l 0.9000 0.10200 2 0.9450 0.10218 3 1.0012 0.10218 4 1.0620 0.14706 i

5 1.1250 0.15036 6 1.2625 0.15036 7 1.3230 0.17434 8 1.3680 0.22408 9 1.6998 0.22408 10 1.7280 0.24424 11 1.8000 0.29188 12 1.8720 0.30958 13 2.0651 0.30958 14 2.1420 0.34250 15 2.4116 0.34250 16 2.5020 0.41148 17 2.6460 0.43442 18 2.9970 0.66064 19 3.2875 0.66064 20 3.4650 0.82602 21 4.0950 1.82616 22 4.2930 3.34458 23 4.5000 3.37630 24 5.5000 3.37630 25 8.6130 3.18408 26 10.5210 3.18408 27 15.0750 3.18058 28 18.4250 3.18058 29 20.0085 2.60014 30 22.0000 2.60014 31 22.8690 2.50148 32 23.7050 2.22058s i 33 39.5000 0.72814 5

1 l IUSI-RETINFO RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET NO. = 11 j F100R RESPONSE SPEclRA IGR 1/2 SSE; COMPONENT AY ; DAMPING = 0.01 FICORE No. 1491-B DIRECIION 2 At ELEVATION 852.50 FEET NO. OF SPECTRA = 1 BROADENED SPECIRUM IOR NODE =14tl DECREE OF FREEDOM = 2 NUMBE R OF CRIDS = 33 DAMPlNG val.UE = 0.010

1 0.9000 0.10126 2 0.9450 0.10130 3 1.0014 0.10130 4 1.0620 0.14624

! 5 1.1250 0.14934 6 1.2613 0.14934 7 1.3230 0.17116 8 1.3680 0.22184

9' l.1009 - 0.22184 10 1.7280 0.28080 11 1.8000 0.28864 12 1.8720 0.30490

. 13 2.0339 .0.30490 14 2.1420 0.33230 15 2.4128 0.33230 16 2.5020 0.39666 17 2.6460 0.41964 18 2.9970 0.63218 19 3.2953 0.63218 20 3.4650 0.77624 21 4.0950 1.700fM) 22 4.2930 3.10810 23 4.5000 3.14260 24 5.5000 3.14260 25 8.6130 .2.98344 26 10.5710 2.98344 21 15.0150 2.51156 28 18.4250 2.51156 29 19.0848 2.15500 30 22.0000 2.15500 31 22.8690 2.01800 32 23.7050 1.83446 j 33 39.5000 0.59218 l3 j 1-

, u.-

I r

4

= - _

IUSI-REFINED RESPONSE SPECTRA FOR SAFECHARDS Et DC.; SET No. = 12 .

FLOOR ELSPONSE SPECTRA 10R 1/2 SSE: COMPONECT AY ; DAMPING = 0.01 F ir' PRE NO.,1412-8 DIRECTION 2 AT ELEVATION 831.50 FEET No. OF SPECTRA = 1 0.010 BROADENED SPECTRUM IOR N00E=1412 DECRfE OF FREEDOM = 2 NUMBER OF GRIDS = 28 DAMPING VALUE = .

1 0.9000 0.10044 2 1.0018 0.10044 3 1.0620 0.14474 4 1.1250 0.14732 5 ,1.2703 0.14732 6 1.3230 0.16676 7 1.3680 0.21972 8 1.7061 0.21972 e

9 1.8000 0.27996 10 1.8720 0.29366 11 2.0260 0.29366 12 2.1430 0.32048 l 13 2.4194 0'.32048 14 2.5020 0.37634 15 2.6460 0.39430 16 2.99/0 0.59096 f 17 3.3115 0.59096 18 3.4650 0.69912 19 4.0950 1.48982 20 4.2930 2.70352

? 21 4.5000 2.73810 22 5.5000 2.73810 23 8.6130 2.65744 24 10.5270 2.65744

.l 25 18.4250 1.69746 26 22.8690 1.29426 27 23.7050 1.12578 28 39.5000 0.45008

!I 1HSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 13 fl.00R RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AY ; DAMPING = 0.01 4 FIGURE NO. 1413-B DIRECil0N 2 AT ELEVAil0N 810.50 IEE1 NO. OF SPECTRA = 1 8

BROADENED SPECIRUM FOR N00E=1413 DEGREE OF FREEDOM = 2 NUMBER OF GRIDS = 32 DAMPING VALUE = 0.010 1 1.0000 0.10104 2 1.0024 0.10104 3 1.0620 0.14494 4 1.1250 0.14586 5 1.2673 0.14586 6 1.3230 0.16648 7 1.3680 0.21968 8 1.7088 0.21968 9 1.8000 0.27968 10 1.8720 0.29242 11 2.0315 0.29242 12 2.1420 0.31772 13 2.4205 0.31772 14 2.5020 0.37352 15 2.6460 0.38918 16 2.9970 '0.58192 IF 3.3172 0.58192 18 3.4650 0.68296 19 4.0950 1.43992 20 4.2930 2.60038 21 4.5000 2.63868 22 5.5000 2.6386P 23 8.6130 2.55092 24 10.5270 2.55092 25 14.5530 1.66366 26 14.6630 1.64042 27 16.4230 1.15640 28 20.4050 1.15244 .

29 22.0000 0.88688 30 22.8690 0.84504 31 23.7050 0.74136 32 39.5000 0.39196 1

IHSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS DLDG.; SET NO. = 14 F100R RESPONSE SPECTRA FOR 1/2 SS[; COMPONENI AY ; DAMPlNG = 0.01 FIGURE No. 1414-B DIRECil0N 2 AT ELEVATION 790.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1414 DEGREE OF FREEDOM = 2 NUMBER OF GRIDS = 34 DAMPING VALUE = 0.010 1 1.0000 ~0.10528 2 1.0067 0.10528 3 1.0620 0.14882 4 1.1250 0.14926 5 1.2722 0.14926 6 1.3230 0.16776 7 1.3680 0.21904 8 1.7167 0.21904 9 1.8000 0.27280 10 1.8720 0.28166 11 2.0412 0.28166 12 2.1420 0.30266 13 2.4385 0.30266 14 2.5020 0.34266 15 2.6460 0.35078 16 2.9970 0.52022 17 3.4563 0.52022 18 3.4650 0.52308 19 3.7530 0.81018 20 4.0950 0.94318' 21 4.2930 1.63046 22 4.5000 1.69684 23 5.5000 1.69684 24 8.6130 2.13744 25 10.5270 2.13744 26 11.0000 1.75290 27 11.6490 1.46678 28 14.5530 1.07536 29 16.4230 0.85142 30 17.3470 0.81682 31 20.4050 0.62072 32 22.8690 0.40964 33 23.7050 0.40828 34 39.5000 0.28408 I

IUSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 15 It00R RESPONSE SP[CIRA IOR 1/2 SSE; COMPONENT AY : DAMPlNG = 0.01 FIGURE NO. 1415-9 DIRECil0N 2 AT ELEVATION 785.50 FEET No. OF SPECTRA = 1 BROA0fMED SPECTRUM FOR NODE =1415 DECREE OF FREEDOM = 2 NUMotR OF GRIDS = 34 DAMPING VALUE = 0.010 1 1.(HMM) D.10512 2 1.0061 0.10512 3 1.0620 0.14810 4 1.1250 0.14854 5 1.2723 0.14854 6 1.3230 0.16686 7 1.3680 0.21840 8 1.7173 0.21840 9 1.8000 0.21146 to 1.8720 0.28038 11 2.0453 0.28038 12 2.1420 0.30034 13 2.4409 0.30034 14 2.5020 0.33858 15 2.6460 0.34514 16 2.9970 0.51258 17 3.4136 0.51258 18 3.7530 0.78262 19 4.0950 0.88014 20 4.2930 1.50536 21 4.5000 1.51742 22 5.5000 1.51742 23 n.6130 2.06900 24 10.5270 2.06900 25 11.0000 1.69104 26 11.6490 1.40398 27 16.4230 0.78896 28 17.3470 0.75280 29 18.4250 0.63912 30 20.4050 0.55510 31 22.0000 0.42798 32 22.7173 0.36914 33 23.7050 0.36914 34 39.5000 0.26709 1

1.

i*

~ ~.,,

IUSI-2EFINED CESPONSE SPECT2A FOR SAIf CUAROS CLDC.; SET NO. a 16 IE00R RESPONSE SPECIRA FOR 1/2 GSE; COHPONLNI AY ; DAMPlNG = 0.01 FIGURE No. 1416-B DIRECit0N 2 A1 EEEVAil0N 773.50 FEET No. OF SPECTRA = 1 LROADENED SPECTRUM FOR NODE =l416 DECREE OF IREEDOM = 2 NUHRER OF GRIDS = 35 DAMPING VALUE = 0.010 1 1.0000 0.10430 2 1.0068 0.10430 3 1.0620 0.14568 4 1.1250 0.14612 5 1.2725 0.14612 6 1.3230 0.16396 7 1.3680 0.21576 8 1.7166 0.21576 9 1.8000 0.26864 to 1.8720 0.27192 11 2.0549 0.27792 12 2.1420 0.29560 13 2.4457 0.29560 14 2.5020 0.33042 15 2.6460 0.33556 16 2.9970 0.49736 IF 3.4988 0.49736 18 3.7530 0.72132 19 4.0950 0.75012 20 4.2930 1.23862 21 4.5000 1.32496 22 5.550T 1.32496 23 5.6250 1.38566 24 8.6130 1.92600 25 10.5270 1.92600 26 11.nn00 1.56276 21 11.6490 1.21638 28 14.5530 0.82122 29 IT.3410 0.62276 30 18.4250 0.49872 31 20.4050 0.43420 32 22.0000 0.35474 33 22.6652 0.31522 34 23.7050 0.31522 35 39.5000 0.23831 1

IUSI-REFINED RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET NO. = 17 fLDOR RESPONSE SPECTRA IOR 1/2 SSE; COMPONENT AZ ; DAMPING = 0.01 FIGURE NO. 1409-B OIRECTION 3 AT ELEVATION 896.50 FEET No. OF SPECTRA = 1 BROA0f MED SPECTRUM TOR NODE =1409 DECREE OF FREEDON = 3 HUMBER OF CRIDS = 34 DAMPING VALUE = 0.010 1 0.9000 0.14012 2 0.9450 0.14572 3 1.0105 0.14572 4 1.0620 0.20238 5 1.1250 0.20860 6 1.3063 0.20860 7 1.3230 0.22746 8 1.3680 0.31130 9 1.6809 'O.31130 10 1.7280 0.37192 11 1.8720 0.44780 12 1.9530 0.45354 13 2.0794 0.45354 14 2.1429 0.51848 15 2.6180 0.51848 16 2.6317 0.50334 17 2.6460 0.50334 18 2.8170 0.59990 19 2.9970 0.66456 20 3.4039 0.66456 21 3.4650 0.69990 22 3.7530 0.96642 23 4.0950 1.38224 24 4.5200 2.38082 25 5.5316 2.38082 26 5.6250 2.55092 21 7.4970 3.39182 28 8.2260 4.45126 29 8.6130 4.49012 30 10.1360 4.49072 31 11.0000 2.53370 32 19.3950 1.16362 33 23.7050 1.16362 34 39.5000 0.52073 I

TUSI-REllNED RESPONSE SPECIRA FOR SAFEGUARDS BLDG.; SET No. = 18 FLOOR RLSPONSE SPECIRA FOR 1/2 SSE: COMPONENT AZ ; UAMPING = 0.01 FIGURE No. 1410-B DIRECTION 3 AT ELEVATION 873.50 FEFT No. OF SPECTRA = 1 BROADINED SPECTRUM FOR N00E=1410 DFCREE OF FREEDON = 3 NUNDFR OF CRIDS = 39 DAMPING val.UE = 0.010 1 0.9000 0.14206 2 0.9450 0.14694 3 1.0085 0.14694 4 1.0620 0.20546 5 1.1250 0.21096 6 1.3056 0.21096 7 1.3230 0.23034 8 1.3680 0.31352 9 1.6816 0.31352 10 1.7280 0.37246 Il 1.8720 0.44968 12 1.9530 0.45140 13 2.0116 0.45140 14 2.1420 0.51852 15 2.6180 0.51852 16 2.6253 0.51052 IT 2.6460 0.51052 18 2.8110 0.59490 19 2.9970 0.61348 20 3.3871 0.67348 21 3.4650 0.72196 22 3.7530 1.00502 23 4.0950 1.46366 24 4.5270 2.54918 25 5.2410 2.54918 26 6.3720 2.80640 21 7.4970 3.33556 28 8.2260 4.20428 29 8.6130 4.20690 30 10.1200 4.20690 31 11.0000 2.42364 32 11.6490 2.02700 33 14.6630 1.31510 3 81 16.4230 1.22068 35 18.4250 0.94580 36 20.4050 0.86654 3T 22.4726 0.61436 38 23.7050 0.61436 39 39.5000 0.41937 1

IUSI-RTIONID RESPONSL SPECTRA IOR SAFEGOARDS DLOG.; SET No. = 19 TIDOR RESPONSE SPEclRA IOR 1/2 SSE; CDHPONENT AZ ; DAMPlNG = 0.01 FicuRE No. 1441-0 DIRECil0N 3 At ELEVAll0N 852.50 FEEI No. OF SPECTRA = 1 BROApfMIO SPfCIRUM FOR NODE =I4tl DICRIE OF IR[fDOH = 3 NDHHER OF GRIDS = 35 DAMPlHG VALUE = 0.010 1 0.9000 0.l4014 2 0.9450 0.14560 3 1.0093 0.14560 4 1.0620 0.20424

! 5 1.1250 0.20946 6 1.3066 0.20946 7 1.3230 0.22180 8 1.3680 0.30962 9 1.6842 0.30962 10 1.7280 0.361f0 4 11 1.8120 0. 4 fs010 12 1.9530 0.88120 4

13 2.0828 0.44120 14 2.1420 0.49942 15 2.6162 0.49942 16 2.8170 0.55742 17 2.9910 0.63564 18 3.4315 0.63564 19 3.4650 0.64906 20 3.7530 0.89918 21 s. 0950 1.28586 22 4.7100 2.21044 23 5.2470 2.21044 24 T.4910 2.62580 25 8.2260 3.1T140 26 10.0540 3.17110 4 27 10.5270 3.11322 28 11.0000 2.07540 j ..

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29 14.5530 1.11406 30 16.4230 1.07698 31 17.3473 C.92316 32 23.4150 0.74204 33 21.0848 0.68613 34 23.7050 0.6L413 35 37.5000 0.37813 .

I IUSI-REFINID RESPONSE SPECTRA FOR SAFEGUARDS Bt DG.; SET NO. = 20 FLOOR RESPONSE SPECTRA f0R 1/2 SSE; COMPONENT AZ ; DAMPIIIG = 0.01 FIGURE No. 1412-5 DIRECT 10N 3 AT FLEVATION 831.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1412 DEGREE OF FREEDOM = 3 NUMBER OF GRIDS = 27 DAMPING VALUE = 0.010 1 0.9000 0.13658 2 0.9450 0.14146 3 1.0074 0.14146 4 1.0620 0.19990 5 1.1250 0.20668 6 1.3096 0.20668 7 1.3230 0.22166 8 8.3680 0.30134

. 9 1.6877 0.30134 10 1.7280 0.34636 11 1.8720 0.42350 12 1.9530 0.42690 13 2.0913 0.42690 14 2.1420 0.41252 15 2.6668 0.47252 16 2.8170 0.50700 17 2.9970 0.57742 18 3.5894 0.57742 19 4.0950 1.00142 20 4.4900 1.66112 21 5.2470 1.66112 22 8.2363 1.91000 23 10.5270 1.91000 24 14.5530 0.78860 25 19.3950 0.59544 26 23.7050 0.59544 27 39.5000 0.28538 1

TOSI-REFINED RESPONSE SPEC 1RA FOR SAFECUARDS Bt DG.; SET NO. = 21 FLOOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AZ ; DAMPING = 0.01 FIGURE NO. 1413-5 DIRECil0N 3 AT ELEVAlloN 810.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1413 D[ GREE OF FREEDOM = 3 IIUMBER OF GRIDS = 31 DAMPING VALUE = 0.010 1 0.9000 0.83488 2 0.9450 0.13980 3 1.0061 0.13980 4 1.0620 0.19858 5 1.1250 0.20334 6 1.3110 0.20334 7 1.3230 0.21682 8 1.3680 0.29474 9 1.4040 0.29534 10 1.6927 0.29534 11 1.7280 0.33352 12 1.8720 0.40940 13 1.9530 0.41496 14 2.0991 0.41496 15 2.1420 0.44966 16 2.7407 0.44966 17 2.8170 0.46404 18 2.9970 0.52796 19 3.6281 0.52796 20 4.0950 0.75984 23 4.2930 1.19710 22 5.2470 1.19/10 23 8.2440 1.37655 24 10.5270 1.37655 25 11.6490 1.03108 26 15.8867 0.49496 27 20.4050 0.49496 28 22.0000 0.38094 29 22.4241 0.32798 30 23.7050 0.32798 31 39.5000 0.19784 1

IUSB-REFINED RESPONSE SPFC1RA FOR SAFEGUAROS Bt DG.; SET NO. = 22 FLOOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AZ ; DAMPING = 0.01 FIGURE No. 1414-0 DIRECTION 3 At [LEVAil0N 790.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1414 DECREE OF FREEDOM = 3 NUMBER OF GRIDS = 30 DAMPING VALUE = 0.010 1 0.9000 0.14208 2 0.9450 0.14750 3 1.0079 0.14750 4 1.0620 0.20928 5 1.1250 0.21428 6 1.3124 0.21428 7 1.3230 0.22700 8 1.3680 0.30986 9 1.4040 0.31054 10 1.6992 0.31054 11 1.7280 0.34150 12 1.8720 0.41812 13 1.9530 0.42516 14 2.1136 0.42516 15 2.1420 0.44622 16 2.6180 0.44622 17 4.2930 0.67054 18 4.5000 0.68176 19 5.5000 0.68176 20 8.6130 0.68178 21 10.5270 0.68178 22 11.0000 0.67228 23 11.6490 0.65304 24 14.5530 0.41454 25 15.6862 0.35730 26 20.4050 u.35730 27 22.0000 0.27036 28 .22.4445 0.22758 29 23.7050 0.22758 30 39.5000 0.15095 1

IUSI-REFINID RESPONSE SPECIRA FOR SAfEGUAHDS BLDG.; SET NO. = 23 FLOOR RESI'ONSE SPECTRA FOR 1/2 SSE; COMPONENT AZ ; DAMPING = 0.01 FIGURE No. 1485-B UIRECIl0N 3 AT [LEVAIlON 785.50 IEET No. OF SPECIRA = 1 BROADENED SPECIRUM TOR N00E=1415 DEGREE OF TREEDOM = 3 NUM8fR OF GRIDS = 30 DAMPING VALUE = 0.010 1 0.9000 0.14166 2 0.9450 0.14706 3 1.0079 0.14706 4 1.0620 0.20866 5 1.1250 0.21364 6 1.3123 0.21364 7 1.3230 0.22654 8 1.3680 0.30890 9 1.F.040 0.30958 10 1.6991 0.30958 11 1.7280 0.34062 12 1.8720 0.41676 13 1.9530 0.42400 14 2.1137 0.42400 15 2.1420 0.44498 16 2.6180 0.44498 17 4.2930 0.61358 18 4.5000 0.63252 19 5.5000 0.63252 20 8.6130 0.66098 21 10.5210 0.66098 22 11.mwMI 0.64800 23 11.6490 0.62716 24 14.5530 0.40646 25 15.9554 .0.33740 26 20.4050 0.33740 27 22.0000 0.25862 28 22.3809 0.22526 29 23.7050 0.22526 30 39.5000 0.14807 L

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IUSt-RE FINED RESPONSE SPECTRA FOR SAFEGUARDS BEDC.; SET NO. =. I

FLOOR RESPONSE SPEC 1RA FOR 1/2 SSE; COMPONENT AX ; DAMPING = 0.02 FIGURE NO. 1417-8 DIRECliON 1 AT ELEVATION 896.50 IEET No. OF SPECTRA = 1 I

BROADENED SPECTRUM FOR N00E=1417 DEGREE OF f REEDOM = 1 NUM8ER OF GRIDS = 39 DAMPING VALUE = 0.020 l 0.9000 0.13712 2 0.9450 0.14146 3 1.0099 0.14146 4 1.0620 0.17814 i 5 1.1250 0.19222 6 1.2978 0.19222 7 1.3230 0.21820 8 1.3680 0.24560 ,

, 9 1.4040 0.25106 10 1.5809 0.25106 11 1.6810 0.26476 12 1.6650 0.28656 13 1.7280 0.34070 14 1.8000 0.34478 15 1.8720 0.40414 16 2.0274 0.40414

4 17 2.1420 0.44 T40 18 2.3823 0.44740 19 2.8170 0.56980 20 2.9970 0.66938 21 3.2788 0.66938 22 3.4650 0.81078 23 3.7530 1.23970 24 4.2570 1.88408

! 25 4.7530 2.54164 26 5.2470 2.54164 27 6.3720 3.29158 28 7.7880 3.29158

29 9.1630 3.04428 30 9.5260 2.16606 31 11.0000 1.52172 32 11.6490 1.10222 i 33 14.6630 0.80246 34 16.4230 0.16598 35 17.0253 0.73018 36 20.4050 0.73018 37 20.9605 0.69670 38 23.7050 0.69670 39 39.5000 0.41309 4

1 1

! IUSB-REFINED RESPONSE SPEC 1RA FOR SAFEGUAROS BLDG.; SET NO. = 2

) FLOOR RESPONSE SPECIRA 10R 1/2 SSE; COMPONENT AX ; DAMPING = 0.02 i FIGURE No. 1418-8 OIRECTION 1 AT ELEVAil0N 873.50 FEET No. OF SPECTRA = 1 ,

j BROADENED SPECTRUM FOR N00E=1418 D[ GREE OF. FREEDOM = 1 NUMBER OF GRIDS = 39 DAMPING V3ldE = 0.020 I U.9000 0.13564 2 0.9450 0.13990 3 1.0089 0.13990 4 1.0620 0.17610 5 1.1250 0.18808 6 1.2958 0.18808 7 1.3230 0.21358 8 1.3680 0.24384 9 1.4040 0.24894 10 1.5841 0.24894 11 1.6650 0.23174 12 1.7280 0.33222 i 13 1.8000 0.34050 14 1.8720 0.39490 15 2.0285 0.39490 16 2.1420 0.43320 i 17 2.3915 0.43320 la 2.8170 0.54086 19 2.9970 0.63308 20 3.2894 0.63308 -

! 21 3.4650 0.74934 22 3.7530 1.14002 23 4.0950 1.70262 24 4.4680 2.26966

! 25 5.2470 .2.26966 26 6.3720 2.98970 27 7.7880 2.98970 28 9.1630 2.76842 27 9.5260 1.96006 30 11.0000 1.36552 31 11.6490 1.27102 32 14.5628 0.88336 33 16.4230 0.88336 34 17.3470 0.84140 35 18.3560 0.69328 36 20.4050 0.69328 37 22.5648 0.50460 38 23.7050 0.50460 39 39.5000 0.34502 l1 4

TUSI-REFINED RESPONSE SPECTRA FOR SAFFGUARDS BLDG.; SET NO. = 3

FLOOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AX ; DAMPlNG = 0.02

] IIGURE NO. 1419-8 DIRECil0N 1 AT ELEVATION 852.50 FEET NO. OF SPECTRA = 1

! BROADENED SPECTRUM FOR N00E=1419 DEGREE OF FREEDOM = 1 NUMBER OF GRIOS = 39 DAMPING VALUE = 0.020 i 1 0.9000 0.13260 2 0.9450 0.13692 3 1.0084 0.13692 4 1.0620 0.17244 5 1.1250 0.18096 6 1.2939 0.18096 7 1.3230 0.20526 8 1.3680 0.23800

. 9 1.4040 0.24172 to 1.5900 0.24172 11 1.6650 0.26890 12 1.7280 0.31624 l 13 1.8000 .0.32570 14 1.8720 0.37668 15 2.0422 0.31668 16 2.1420 0.40466 17 2.4452 0.40466 18 2.6460 0.44194 19 2.9970 0.56126 20 3.3203 0.56126

. 21 3.4650 0.63526 22 4.0950 1.36642 23 4.2930 1.18 14 24 5.2470 1.78114 l 25 6.3720 2.30944 26 7.78E0 2.30944 21 7.9101 2.08414 28 9.1630 2.08414 j 29 9.5260 1.45398 30 10.5270 1.08088 31 10.6652 1.04466 32 11.6490 1.04466 i 4

33 14.5530 0.80222 34 .16.423e 0.71932 35 17.7116 0.64350 36 20.4050 0.64350

{ 31 22.0000 0.51016 38 23.7050 0.49916 39 39.5000 0.29497 e1 I IUSI-RETINED RESPONSE SPICIRA IOR SAFECUARDS BLDG.; SET NO. = 4 I fl OOR RESPONSE SPEclRA S OR 1/2 SSE; COMPONENT AX ; DAMPlNG = 0.02 1 FIGUHE No; 1420-8 OIRECTION I Al ELEVAlloM 831.50 FEEI NO. OF SPECTRA = 1

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a -. _ - _ , _ _ . _ . . . -_ . _ .

4 BROADENID SPECTRUM FOR N00E=1420 DEGREE OF FREEDOM = 1 NUMBER CF GRIDS = 36 DAMPlNG VALUE = 0.020 I 0.9000 0.12934 2 0.9450 0.13364 3 1.0067 0.13314 4 1.0620 0.17312 .

5 1.1250 -0.17314 6 1.2908 0.17314 7 1.3680 0.23048 8 1.4040 0.23332

, 9 l.5986 0.23332 10 1.6650 0.25516 Il 1.7?80 0.29624 12 1.8000- 0.30974 4

13 1.8720 0.35450 14 2.0558 0.35450 15 2.1420 0.37292 16 2.5312 0.37292

17 2.6460 0.38786 18 2.8170 0.43802 19 2.9970 0.48208 20 3.3693 0.48208 28 3.4650 0.51518 22 4.0950 0.99242 23 4.2930 1.24732 24 5.2470 1.24732 25 6.3720 1.63990 26 7.7880 1.63990 27 9.1630 1.15678 28 9.5260 0.77752 -

, 29 9.5918 0.75790 30 11.6490 0.75790 31 14.5530 0.63144 32 16.5960 0.47394 x

33 22.0000 0.47394 34 22.1080 0.47040 35 23.7050 C.47040 36 39.5000 0.21382 0 .

IUSI-REFINED RESPONSE SPEclRA FOR SAFECOAstoS BEDG.; SET NO. = 5 i it00R RESPONSE SPECTRA f0R 1/2 SSf; COMPONENT AX ; DAMPING = 0.02 IIGURE NO. 1421-B DIRECTION 1 AT ELEVATION 810.50 FEET NO. OF SPECTRA = 1 i BROADENED SPECTRUM. FOR N00E=1421 DECREE OF FREEDOM = 1 NUMBER OF GRLDS = 32 DAMPING VALUE = 0.020 2 0.13574 0.13574 1.0620 1 0.9000 0.13078 0.9450 3 1.0032 4 0.17760

, 5 1.3000 -0.17760 6 1.3230 0.18912 7 1.3680 0.23398 8 1.6266- 0.23398 1 9 1.7280 0.28096 10 1.8720 0.33816 11 2.1055 0.33816 12 2.1420 0.34696

, 13 2.5791 0.34696 14 2.6460 0.35342 15 2.8170 0.39882 16 2.9970 0.43440 j 17 3.4747 0.43440 18 3.7530 0.58268 19 4.0950 0.73780 20 4.2930 0.87516 21 5.2470 0.'87516 22 5.5000 1.00600 23 7.7880 1.00600 24 8.050( 0.70464 i 25 13.6490 0.70464 26 14.5530 0.57538 27 16.4230 0.41194 28 18.4250 0.34254 1 29 20.4050 0.33358 30 21.9056 0.29354 31 23.7050 0.29354 32 39.5000 0.17294 I

IUSI-REl lNED RESPONSE SPEC 1RA FOR SAFECUARDS BLDG. ; SEI NO. = 6

- fl00R RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AX ; DAMPING = 0.02 I flGURE NO. 1422-8 DIRECTION I Al ELEVAil0N 790.50 FEET NO. OF SPECTRA = 1 !

J

{ BROADENID SPECIRUM IOR N00E=1422 DEGRIE OF IREEDOM = 1 NUM0ER OF GRIDS = 26 DAMPlNG VALUE = 0.020 J

l 0.9000 0.13554 2 0.9450 0.14056 3 1.0034 0.14056 4 1.0620 0.18152

} 5 1.2993 0.18152 6 1.3230 0.19408 7 1.3680 0.23980 8 1.6298 0.23980 1

' 9 1.8720 0.33942 to 2.2880 0.33942 Il 2.3338 0.33418 12 2.6854 0.33418 i 13 2.8170 0.36488 14 2.9970 0.39292 15 3.5695 0.39292 16 3.7530 0.45882 17 4.2930 0.60610 18 5.2470 0.60610 19 9.5310 0.52710 20 11.6490 0.52710 21 16.1476 0.32740 22 20.4050 0.32740 23 22.0000 0.26614 24 22.3173 0.25146 25 23.7050 0.25146 26 39.5000 0.13508 0

IUSI-REllNED RESPONSE SPECIRA FOR SAI[ GUARDS BLDG.; SET NO. = 7 i

It 00R RESPONSE SPECIRA IOR 1/2 SSE; COMPONENT AX ; DAMPING = 0.02 L 11 CURE NO. 1423-9 DIREClloN I AT ELEVATION 785.50 FEET NO. OF SPECTRA = 1 1

j BHOADENID SPICTRUM TOR N00E=1423 DIGREE Of FREEDOM = 1 NUMBER OF GRIDS = 26 DAMPING VALUE = 0.020

} l 0.9000 0.13648 2 0.9450 0.14158 3 1.0034 0.14158 4 1.0620 0.18290

5 1.2993 0.18290 6 1.3230 0.19554 7 1.3680 0.24172 8 1.6299 0.24172

9 1.8720 0.34186 10 2.2880 0.34186 Il 2.3313 0.33678 12 2.7265 0.33678 13 2.8170 0.35700 14 2.9970 0.38294 15 3.6035 0.38294 16 3.7530 0.43068

! 17 4.2930 0.54886 la 5.2470 0.54886 19 9.5310 0.50048 20 11.6490 0.50048 28 16.2532 0.31202 22 20.4050 0.31202 23 22.0000 0.25324 24 22.2401 0.24282 25 23.7050 0.24282 26 39.5000 0.13442 1

TUSI-REFINED RESPONSE SPECIRA FOR SATICUARDS BLDG.; SET NO. = 8 l FEDOR RE SPONSE SPECTRA IOR 1/2 SSE: COMPONENT AX ; DAMPING = 0.02 IIGURE No. 1424-8 DIRECiloN 1 AI El.EVAllON 773.50 FEET No. OF SPECTRA = 1 i BROAuf NE D SPECTRUM IOR NODE =1424 DE CRE E OF FREE DOM = 1 NUMBER OF GRIDS = 29 DAMPlHG VALUE = 0.020

I 0.9000 0.13922 2 0.9450 'O.14452 3 1.0034 0.14452 4 1.0620 0.18708 l'

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5 1.2995 0.18708 6 1.3230 0.19978 7 1.3680 0.24732 8 1.6304 0.24732 7 1.8720 0.34890 to 2.28:0 0.3t890 11 2.3252 0.34444 12 2.7553 0.34444 13 2.8110 0.35750 14 2.9910 0.37548 15 3.6630 0.37548 16 3.6712 e.37330 17 3.7530 0.37330 18 4.2930 0.43306 19 5.2470 0.43306 20 9.5310 0.42240

21 11.6490 0.42240 22 14.6630 0.35782 23 17.2494 0.27592 24 20.4050 0.27592 25 22.0000. 0.22238 26 22.0492 0.22056 27 23.7050 0.22056 28 35.3288 0.14582 29 19.5000 0.14582 1

l 1HSI-REFINFD RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 9

- FLOOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AY ; DAMPING = 0.02 FIGURE NO. 1417-0 DIRECT 10N 2 AT ELEVAtl0N 896.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1417 DEGREE OF FREEDOM = 2 NUMBER OF GRIDS = 33 DAMPING VALUE = 0.G20 1 0.9000 0.09610 2 0.9990 0.09652 3 1.0620 0.I2538 4 1.1250 0.12792 i

5 1.2916 0.12792 6 1.3230 0.15026 7 1.3680 0.17676 8 1.6583 0.17676 9 l.8000 0.22478 to 1.8720 0.23108 11 2.0430 0.23768 12 2.2879 0.23768 13 2.3670 0.24942 14 2.5020 0.29580 15 2.6460 0.32464 16 2.8170 0.35512

! IF 2.9970 0.43018 18 3.2130 0.43184 19 3.4650 0.53538 20 4.0950 1.08362 i 21 4.5830 1.48764 22 4.6200 - 1.59020 23 5.5000 1.59020 24 8.2260 1.83440 25 8.2440 1.83808 26 8.6130 1,84476 27 10.5210 1.84476 28 15.0750 2.17744 i 29 18.4250 2.17744 30 20.4050 1.64114 31 22.8690 1.30098 32 23.7050 1.26408 33 39.5000 0.41863 .

{1 IUSB-REFINED RESPONSE SPECTRA FOR SAFEGUARDS 8tDG.; SET No. = 10 1 F1.00R RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AY ; DAMPING = 0.02 FIGURE NO. 1418-B DIRECil0N 2 AT ELEVAilDN 873.50 FEE 7 No. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1418 DECREE OF FREE DOM = 2 NUMBER OF GRIDS = 30 DAMPING VALUE = 0.020 j

1 0.9000 0.09516 2 0.9450 0.09608 3 0.9990 0.09666 4 1.0620 0.12398 l

5 1.1250 0.12920 6 1.2881 0.12920 7 1.3230 0.15558 8 1.3680 0.18132 I i

9 f.6511' O.18332 to 1.8000 0.23538 11 1.8720 0.24518 12 2.0430 0.25552 13 2.2559 0.25552 14 2.3670 0.27896 15 2.5020 0.33350 16 2.6460 0.36940 17 2.8170 0.40696 18 2.9970 0.50034 19 3.2130 0.52214 20 3.4650 0.69878 i 21 3.7530 1.01930 22 4.0950 1.55634 23 4.2930 2.19720 24 4.5000 2.33164 t 25 5.5000 2.33164 26 15.0750 2.36138 27 18.4250 2.36138 28 20.4050 1.96794 J

i 29 22.0000 1.91624 30 39.5000 0.51225

!1 1

j TUSI-REFINED RESPONSE SPECTRA F0H SAf tGUARDS Bt DC.; SET NO. = 11 Fl0OR RESPONSE SPECTRA IDR 1/2 SSE; COMPONENT AY ; DAHPING = 0.02 FIGURE NO. 1419-B DIRECllON 2 AT ELEVATION 852.50 FEET No. OF SPECTRA = 1 l BROADENED SPECIRUM FOR NODE =1419 DECREE OF FREEDOM = 2 NUMBER OF GRIDS = 31 DAMPING VALUE = 0.020 4 1 0.9000 0.09464 2 0.9450 0.09540 3 0.9993 0.09540 4 1.0620 0.I2260 i 5 1.1250 0.12682 6 l'.2888 0.12682 7 1.3230 0.15402 8 1.3680 0.17814 9 1.6507 0.17814 10 1.8000 0.23138 11 1.8720 0.24094 12 2.0430 0.25116 j

13 2.2683 0.25116 14 2.3670 0.27096 15 2.5020 0.32256 16 2.6460 0.35562 j 17 2.8170 0.38862 18 2.9910 0.47950 19 3.2130 0.49452 20 3.4650 0.65082 21 3.7530 0.95734 22 4.0950 1.45330 23 4.2930 2.04118 24 4.5000 2.17508 20.3498 1.57794 4

25 5.5000 2.17508 26 10.5210 2.06794 2T 18.4250 1.86554 28 29 22.0000 1.57794 30 23.705u 1.44760 31 39.5000 0.44153 j1 1

IUSI-REF INID RESPONSE SPICTRA IOR SAFIGUARDS Bl.DG.; SET NO. = 12

'i IE00R RESPONSE SPECIRA f 0R 1/2 SSI; COMPONINT AY ; DAMPlNG = 0.02 IIGURL No. 18:20-8 DIRECil0N 2 Al ELEVATION 831.50 FEET No. OF SPECTRA = 1 j

DROADENED SPECIRdM FOR N00E=1420 DtGREE OF FREEDOM = 2 NUMBER OF CRIDS = 31 DAMPING VALUE = 0.020

, 1 0.9000 ' O.09336 2 0.9450 0.09396 3 0.9990 0.09436 4 1.0620 0.12166 1 .n se l

~ ,. - - - -_ . -

- . ~ - , .. - - . - , ~ . - .-- . a- -.- .~ .. - - .. a 5 1.1250 0.12542 6 1.2899 0.12542 7 1.3233 0.14918 8 1.3180 0.17582' 9 1.6555 0.17582 13 1.8000 0.22424 Il 1.8723 0.2313D 12 2.0433 0.24330 .

) 13 2.2933 0.24330 14 2.3670 0.25596 15 2.5020 0.30394 16 2.6460 0.33524 17 2.8110 0.36456 18 2.99F0 0.44582 19 3.2130 0.45568 20 3.4650 0.58566

21 3.7530 9.35918 22 4.0950 1.27104 23 4.2930 1.77882 24 4.5000 1.89584 25 5.5000 1.89584 26 8.6130 1.84640 27 10.5270 1.84640 28 18.4250 1.25768 29 20.4050 1.11868 30 23.7050 0.90476 31 39.5000 0.36621 l

, TUSI-REFINE 0 RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 13

! ILOOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AY ; DAMPING = 0.02 j FIGURE NO. 1421-8 DIRECil0N -2 AT ELEVATION 810.50 FEET No OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1421 DEGREE OF FREEDON = 2 NUMBER OF GRIDS = 31 DAMPING VALUE = 0.020 I I U.9000 0.09328 2 0.9990 0.09456 3 1.0620 0.12170 4 1.1250 'O.12508 5 1.2895 0.12508 6 1.3230 0.14884 7 1.3680 0.17564 8 1.6578 0.17564 9 1.8000 0.22260 10 1.8720 0.23028 11 2.0430 0.24076 12 2.2886 0.24076 13 2.3670 0.25298 14 2.5020 0.30004 15 2.6460 0.33058 16 2.8170 0.35980 17 2.9970 0.43914 18 3.2130 0.44592 19 3.4650 0.57206 20 3.7530 0.83422 1 21 4.0950 1.22754 22 4.2930 1.70902 23 4.5000 1.82712 24 5.5000 1.82712 i 25 8.6130 1.77448 26 10.5270 1.77448 27 20.4050 0.89556 28 22.0000 0.66654

, 29 22.8690 0.60220 30 23.7050 0.60088 38 39.5000 0.34787 It i TUSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 14 FLOOR RESPONSE SPECIRA FOR 1/2 SSE; COMPONENT AY ; DAMPING = 0.02 FIGURE NO. 1422-8 DIRECil0N 2 AT ELEVAiloN 790.50 FEET NO. OF SPECTRA = 1 I BROADENED SPECTRUM FOR NODE =1422 DEGREE OF FREEDON = 2 NUMBER OF CRIDS = 38 DAMPING VALUE = 0.020 l 1 0.9000 0.09468 2 0.9990 0.09480 3 1.0620 0.12384 4 1.1250 0.12672

{ 5 1.2937 0.12672 6 1.3230 0.14702 7 1.3680 0.17446 8 1.6686 0.17446 9 1.8000 0.21632 to 1.8720 0.22186 11 2.0430 0.22840 12 2.3375 0.22840 13 2.3670 0.23138 14 2.5020 0.27438 15 2.6460 0.29866 16 2.8170 0.32366 17 2.99T0 0.38648 18 3.2514 0.38648 19 3.4650 0.44706 20 3.7530 0.64070 21 4.0950 0.82078 22 4.2930 1.09210 23 4.5000 1.19288 24 5.5894 1.19288 25 5.6?50 1.21260 26 8.2260 1.45468 27 8.6130 1.46870 28 10.5270 1.46870 29 11.0000 1.28914 30 11.6490 1.25l40 31 14.5530 0.84662 32 16.4230 0.76028 33 17.3470 -0.70046 34 18.4250 0.58272 35 20.4050 0.49662 36 22.8690 -0.34092

! '37 23.7050 0.34036 38 39.5000 0.25626 i'

! TUSI-REFINED RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET No. = 15

! FLOOR RESPONSE SPECTRA FOR 1/2 SSE: COMPONENT AY ; DAMPING = 0.02 FicuRE NO. 1423-8 DIRECIl0N 2 AT ElEVAIION 785.50 FEE 1 NO. OF SPECTRA = 1 I BROADENED SPECIRUM FOR NODE =1423 DIGREE OF FR[EDOM = 2 MONSER OF GRIDS = 38 DAMPING VALUE = 0.020 4

1 0.9000 0.09430 2 0.9990 0.09444 3 1.0620 0.12326 4 1.1250 0.12612 5 1.2937 0.12612 6 1.3230 0.14630 7 . 1.3680 0.17362 8 1.6686 0.17362 9 f.8000 0.21554 to I.8720 0.22040 11 2.0430 0.22664 12 2.3455 0.22664 13 2.36F0 0.22862 14 2.5020 0.27058 15 2.6460 0.29450 16 2.8170 0*.31872 I

17 2.9910 0.37984 18 3.2657 0.37984 19 3.4650 0.43202 20 3.7530 0.61738 1 El 4.0950 0.77022 22 4.2936 1.01356 23 4.5000 1.11230 24 5.5113 1.11230 25 5.6250 1.17546 26 8.2260 1.41208 21 8.6130 1.42040 28 10.5270 1.42040 l 29 11.0000 1.24328 30 11.6490 1.19918 31 14.5530 0.78740 32 16.4230 0.70408 i 33 11.3410 0.64682 34 18.4250 0.53262 35 20.4050 0.44624 36 22.0000 0.34582 37 23.7050 0.31746 38 39.5000 0.24471 1

j IHSI-REI1 Hip RESPONSE SPECIRA FOR SAIEGUAltDS HIDG.; SET NO. = 16 2 ISOOR RESPONSE SPECIRA 10R 1/2 SSL; COMPONENI AY ; DAMPlNG = 0.02 FIGURE NO. 1424-8 DIRECilON 2 AT ELEVAll0N 773.50 TEET No. OF SPECTRA = 1 I

,,,,m..__, .. . . _ , . _ -g- y - . . - . - --

- , 2_

i i

BROADENED SPECl2UM FOR N00E=1424 DECREE OF FREEDON = 2 NUMBER OF GRIDS = 36 DAMPING VALUE = 0.C20 1 0.9000 0.09296 2 0.9990 0.09314 3 1.0620 0.12132 4 1.1250 0.12418 5 1.2936 0.12418 6 1.3230 0.14484 7 1.3680 0.17066 8 1.6648 0.17066 2.3670 0.22316

4

! 9 1.8000 0.21392 10 1.8720 0.21742 11 2.0430 0.22312 12

. 13 2.5020 0.26274 14 2.6460 0.28612 15 2.8170 0.30874 16 2.9970 0.36654 17 3.3021 0.36654 18 3.4650 0.40176 19 3.7530 0.57034 20 4.0950 0.66494 21 4.2930 0.84720 22 4.5000 0.94252 23 5.3483 0.94252 24 5.6250 1.09648 25 8.2260 1.32266 26 10.0540 1.32266 27 10.5270 1.31860 28 11.0000' 1.14742 29 11.6490 1.09266 30 14.6630 0.65528 31 16.4230 0.58802 32 17.3470 0.53802 33 18.4250 0.43202 34 22.7854 0.29500 35 23.7050 0.29500 36 39.5000 0.22342 1

1USI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 17 FLOOR RESPONSE SPECTRA IOR I/2 SSE; COMPONENT AZ ; DAMPIIIG = 0.02 FIGURE No. 1417-8 OlRECT10N 3 AT ELEVATION 896.50 FEET NO. OF SPECTRA = 1 BROADENED SPEC 1 RUM FOR NODE =1417 DEGREE OF FREEDOM = 3 IIDMOER OF GRIDS = 33 DAMPlNG VALUE = 0.020 1 0.9000 0.13200 2 0.9450 0.13704 3 1.0074 0.13704 4 1.0620 0.17446 5 1.2772 0.17446 6 1.2870 0.17614 7 1.3680 0.23832 8 1.5906 0.23832 9 1.6110 0.24574 to 1.6650 0.26176 11 1.7280 0.30646 12 1.8720 0.36134 13 2.0737 0.36134 14 2.1420 0.38856 15 2.5239 0.38856 16 2.6460 0.40746 IF 2.9970 'O.51552 IE 3.3055 0.51552 19 3.4650 0.58186 20 3.7530 -0.79398 21 4.0950 1.18286 22 4.4930 1.59566 23 4.5000 1.60118 24 5.3336 1.60118 25 5.6250 2.00036 26 8.2440 3.26198 27 10.0760 3.26198 28 10.5270 1.02460 29 11.0000 1.95774 30 11.6490 1.42062 31 19.3950 0.89666 32 23.7050 0.89666 33 39.5000 0.41063 i

TUSI-REf lNf D RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET No. = 18 ILOOR RESPONSE SPECIRA f0R 1/2 SSE; COMPONENT AZ ; DAMPING = 0.02 flGURE No. 1418-8 DIRECI1ON 3 AT ELEVATION 873.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1418 DEGREE OF FREEDOM = 3 NUMBER OF GRIDS = 38 DANPING VALUE = 0.020 1 0.9000 0.13394 2 0.9450 0.13826 3 1.0041 0.13826 4 1.0620 0.17762 5 1.2784 0.17762 6 1.2870 0.17916 7 I.3680 0.24108 8 1.5917 0.24108 9 1.6110 0.24764 to 1.6650 0.26326 11 1.7280 0.30768 12 1.8720 0.36354 I3 2.0400 D.36354 14 2.1420 0.38964 . 15 2.5051 0.38964 16 2.6460 0.41182 17 2.9970 0.51674 18 3.2737 0.51674 19 3.4650 0.60046 20 3.7530 0.82618 21 4.0950 1.25252 22 4.4930 1.70434 23 4.5000 1.71864 24 5.4043 l.71864 25 5.6250 1.99916 26 8.2260 3.08752 27 10.0540 3.08752 28 10.0760 3.08592 29 10.5270 2.83590 30 11.0000 1.86784 31 14.6203 1.07030 32 16.4230 1.07030 33 17.3470 0.93732 34 18.4250 0.78610 35 20.4050 0.72044 36 22.5153 0.54964 37 23.7050 0.54964 38 39.5000 0.37625 1

IUSI-REflMED RESPONSE SPECIRA FOR SAFECUARDS BLDG.; SET NO. = 19 ft00R RESPONSE SPECIRA FOR 1/2 SSE; COMPONENI AZ ; DAMPlNG = 0.02 FIGURE NO. 1419-8 DIRECilON 3 AT ELEVAT10N 852.50 IEET NO. OF SPECTRA = 1 BROADINED SPECTRUM FOR N00E=1419 DECREE OF TREE DOM = 3 NOMOER OF CRIDS = 3S DAMPileG VALUE = 0.020 1 0.9000 0.13262 2 0.9450 0.13692 3 1.0055 0.13692 4 1.0620 0.17644 5 1.2850 0.17644 6 1.2870 0.17678 7 1.3680 0.23798 8 1.5976 0.23798 9 l.6110 0.24218 10 1.7280 0.29786 11 1.8720 0.35354 12 2.0522 0.35354 13 2.1420 0.37424 14 2.5211 0.37424 15 2.6460 0.39112 16 2.8170 0.43826 17 2.9970 0.48184 18 3.2858 0.48184 19 3.4650 0.54258 20 3.7530 0.74034 21 4.0950 1.10166 22 4.4930 1.48058 23 4.5000 1.49116 24 5.4392 1.49116 25 5.6250 1.67742 26 8.2260 2.33590 27 10.0540 2.33590 28 10.0760 2.33046 29 10.5270 2.10614 30 10.9985 1.53230 31 11.6490 1.53230 32 14.3709 0.93116 33 16.4230 0.93116 34 18.4250 0.68092 35 20.4050 0.61670 36 21.0455 0.56862 37 23.7050 0.56862 38 39.5000 0.32791 di la

_ . _ ~ _ .- ._-

1 IUSI-REf INED RESPONSE SPFCIRA FOR SAFECHARDS BEDG.; SET No. =- 20 4 FLOOR RESPollSE SPECTRA 5 0R 1/2 SSE; COMPOIIENT AZ ; DAMPING = 0.02 FIGURE NO. 1420-8 OIRECTION 3 AT ELEVAll0N 831.50 TEET NO. OF SPECTRA = 1 I

BROADENED SPECTRUM FOR 1000E=1420 DEGREE OF FREEDOM = 3 NUMBER OF GRIDS = 36 DAMPilIG VALUE = 0.020 l 1 0.9000 0.12850 2 0.9450 0.13286 3 1.0024 0.13286 4 1.0620 0.17212 .

i 5 1.2893 0.17212 6 1.3230 0.18940 7 1.3680 0.23074 8 1.6075 0.23074 i 9 1.6110 0.23182 10 1.7280 0.28390 11 1.8720 0.33904 12 2.0974 0.33904 i

13 2.1420 0:35264 14 2.5740 0.35264 15 2.6460 0.36028 16 2.8170 0.39982-17 2.9970 0.43510 18 3.3814 0.43510 19 3.4650 0.45234 20 3.7530 'O.60074 21 4.0950 0.85284 22 4.2930 1.11314 23 4.5000 1.11864 24 5.5370 1.11864 25 5.6250 1.17250 26 7.8150 1.37770 27 10.0540 1.37770 28 11.6490 1.11644 29 14.5530 0.63038 30 16.4230 0.55990 31 17.3470 0.45776 32 le 1017 0.42874 i 33 19.1658 0.428F4 34 19.3950 0.45650 35 23.7050 0.45650 36 39.5000 0.24546 41 -

l .

TUSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS StDG.; SET NO. = 21 (LOOR RESPollSE SPECTRA f 0R 1/2 SSE; COMPONENT AZ ; DAMPillG = 0.02 1

FIGURE NO. 1421-8 DIRECil0N 3 AT ELEVATION 810.50 TEET NO. OF SPEC 1RA = 1 BROADEllED SPECTRINI FOR IIODE=142 8 DECREE OF FREEDOM = 3 NUMOER OF GRIDS = 32 DAMPlNG VALUE = 0.020 l 1 0.9000 0.13682 2 0.9450 0.13134 3 1.0038 0.13134 4 1.0620 0.17058 5 1.2957 0.17058 6 1.3230 0.18410 7 1.3680 0.22502 8 1.6186 0.22502

! 9 1.7280 0.2T230 10 1.8720 0.32708 11 2.1196 0.32708 12 2.1420 0.33246 13 2.6180 0.33246 14 2.6224 0.33144 15 2.6460 0.33144 16 2.8170 0.36902 17 2.9970 0.39792 13 3.5100 0.39792 19 4.0950 0.64628 20 4.2930 0.80502 21 4.5000 0.81508 22 5.5000 0.81508 23 7.7880 0.98260 24 9.5310 0.98260 25 11.6490 0.85444 26 14.6630 0.48316 27 17.3158 0.38310 28 20.4050 0.38310 29 22.0000 0.30416 30 22.7188 0.25952 31 23.7050 0.25952 32 39.5000 0.18371

1 -

1 l IUSB-REFINED RESPONSE SPECTRA FDR SAFEGUARDS BI DC. ; SET No. = 22 ILOOR RESPONSE SPECTRA FOR 1/2 SSE; COMPONENT AZ ; DAMPING = 0.02 ftGUHE NO. 1422-8 DIRECIION 3 AT ELEVATION 790.50 FEET NO. OF SPECTRA = 1 BROADENED SPECIRUM FOR IIOGE=1422 DECREE OF FREEDOM = 3 NUMBER OF GRIDS = 28 DAMPillG VALUE = 0.020 1 0.9000 0.13342 2 0.9450 0.13856 3 1.0035 0.13856 4 1.0620 0.17878 4 5 1.2996 0.11878 -6 1.3230 0.19098 7 1.3680 0.23688 8 1.6325 0.23648 l 9 1.8720 0.33328 in 2.2880 0.33328 11 2.3260 0.32906 12 2.7555 0.32906 4 '13 2.8870 0.34160 14 2.9970 0.36062 15 3.7093 0.36062 16 3.7530 0.37106 t

17 4.2930 0.46662 18 4.5000 0.47048 19 5.5000 0.47048 20 9.5310 0.53688 i 21 11.6490 0.53688 22 14.6630 0.32160 23 17.3470 0.28366 24 20.4050 0.27290

! 25 22.0000 0.21602 26 22.4463 0.19420 27 23.7050 0.19420 E8 39.5000 0.12191 11 1

! IHSI-RE F INED RESPONSE SPECIRA FOR SAFEGUARDS BI DG.; SET NO. = 23 J If.00R RESPONSE SPECIRA IOR 1/2 SSE; COMPONENT AZ ; DAMPING = 0.02

, FIGURE NO. 1423-5 DIRECTION 3 AT ELEVATION 785.50 FEET NO. OF SPECTRA = 1

) BROADENED SPECIRUM FOR N00E=1423 DECREE OF FRIfDOM = 3 NtNIBER OF GRIDS = 29 DAMPING VALUE = 0.020 I 0.9000 0.13302 2 0.9450 0.13814 3 1.0035 0.13814 4 1.0620 0.17844 l 5 1.2997 0.11844 6 1.3230 0.19036 7 1.3680 0.23616 8 1.6321 0.23616 I 9 1. 8 T20 0.33246 10 2.2880 0.33246 Il 2.3262 0.32818 12 2.7556 0.32818 j 13 2.8170 0,34068 14 2.9970 0.35766 15 3.6630 0.35766 16 3.6639 0.35746 IF 3.7530 0.35746 IS 4.2930 0.43028 19 4.5000 0.43724 20 5.5000 0.43724

, 21 9.5310 ' O.51484 22 II 6490 0.51484 23 14.6630 0.31516 24 18.3931 0.26012

25 26. 4050 0.26012 26 22.0000 0.20594 27 22.3702 0.18960 28 23.7050 0.18960 j 29 39.5000 0.11689 11

! 03 l

1 1

4 _ _

__ . m- m. -- -~ ~ - - ~ a_ +- .~ __ .

IUSB-CEFINE3 RESPONSE SPECT;:A FOR SAFEGUARDS BLOG.; SET 110. = 24 .

ft00R RESPONSE SPECTRA IOR 1/2 SSE; CCMPONENT AZ ; OAMPING = 0.02 FIGURE NO. 1424-B OIRECil0N 3 AT ELEVATION 773.50 FEET NO. OF SPECTRA = 1 BROADEstEO SPECTRUM IOR 9000E=1424 DECREE OF FREEDOM = 3 NUh8ER OF CRIOS = 26 OAMPipeG VALUE = 0.020 1 0.9000 0.13096 2 0.9450 c.13600 3 1.0035 O.13600 4 1.0620 D.17628 5 1.3002 0.11628 6 1.3230 0.18740 7 1.3680 0.23252 8 1.6309 0.23252-9 1.8720 0.32182 10 2.2880 0.32782 11 2.3258 0.32354 12 2.7500 0.32354 13 2.8170 0 33578 14 2.9970 0.35232 15 4.0934 0.35232 16 4.5000 0.37752 17 5.5000 0.37752 18 9.5310 0.47404 19 11.6490 0.47404 20 14.6630 0.30804 21 18.4250 'O.23898 22 20.4050 0.23224 23 22.0000 0.18402 24 22.1331 0.17974 25 23.7050 0.17974 26 39.5000 0.10393 e

8 k

_ _ u 4

y i IHS t-RE F INtp RESPONSE SPECTRA FOR SAf EGUARDS BEDC. ; SET NO = 1

! FE00R RESPONSE SPECTRA DOR SSE: COMPON[NI AX ; DAMPil1G = 0.02 i FIGURE NO. 1385-8 DIRECil0N 1 AT ELEVATION 896.50 FEET NO.-0F SPECTRA = 1 1 BROADENED SPECTRUM FOR N00C=1385 DECREE OF FREEDOM = 1 91 UMBER OF GRIDS = 34 DAMP 191G VALUE = 0.020 j i 0.9000 0.27235 - 2 0.9450 0.28146 3 1.0097 0.28146 4 1.0620 0.35375 1 5 1.1250 0.37778 6 1.2956 0.37778 7 1.3230 0.43132 8 1.3680 0.49125

! 9 l.4040 0.49881 10 1.5805 0.49881 Il 1.6110 0.52535 12 1.6650 0.56818 13 1.7280 0.67846 14 1.8000 0.69073 15 1.8720 0.80593 16 2.0284 0.80593

) IF 2.1420 0.89101 18 2.3916 0.89101 19 2.8170 1.11937 20 2.9970 1.32121 21 3.2852 1.32121 22 3.4650 1.57359 23 4.0950 3.51906 24 4.5090 4.57880 25 5.2470 4.51880 26 6.3720 5.19709 27 7.7880 5.19709 28 7.8426 4.80270 ,

29 8.5870 4.80210 30 9.5260 3.41739 31 12.5000 1.79000 32 20.4050 1.18284 i 33 23.7050 1.10842 34 39.5000 0.74359

, 1 .

I I IUSa-REFINtD RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 2 FLOOR RESPONSE SPECTRA FOR SSE: COMPONENT AX ; DAMPil1G = 0.02 FIGURE NO. 1386-8 01 REC 110N 1 AT ELEVA110N 873.50 FEET No. OF SPECTRA = 1 a

RROADENED SPECTRUM FOR 9100E=1386 DEGREE OF FREEDOM = 1 NUMBER OF CRIDS = 38 DAMPING VAEUE = 0.020 j 1 0.9000 0.26921 2 0.9450 0.27883 3 1.0089 0.27883 4 1.0620 0.34969 5 1.1250 0.36990 6 1.2928 0.36990 7 1.3230 0.42210 8 1.3680 0.48946 3 9 1.4040 0.49525 10 1.5842 0.49525 11 1.6650 0.55888 12 1.7280 0.66202

13 1.8000 0.68090 14 1.8720 0.78795 15 .2.0311 0.78795 16 2.1420 0.86252 IF 2.4027 0.86252 18 2.8170 1.07126 19 2.9970 1.25116 20 3.3003 1.25116 3

21 3.4650 1.44194 22 4.0950 3.18173 23 4.2930 4.08626 24 6.3720 4.71484 I

25 7.7880 4.71484 26 9.1630 4.37043 27 9.5260 3.13039 28 10.0540 2.75635 29 10.5270 2.403I6 30 11.6490 2.28169 31 14.5530 1.54119 32 16.4230 1.44537 33 18.2975 1.15517 34 20.4050 1.15517 35 22.0000 0.94385 36 22.6220 0.85500 37 23.7050 0.85500 38 39.5000 0.65953 I

10SI-REFINED RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET No. = 3 ft00R RESPONSE SPECTRA'IOR SSE; COMPONENI AX ; DAMPING = 0.02 FIGURE No. 1387-8 DIREC110N 1 AT ELEVATION 852.50 FEET No. OF SPECTRA = 1 e

i BROADEN [D SPECTRUM FOR NODE =1387 DICREE OF FREEDOM = 1 NUMBER OF GRIDS = 35 DAMPING VALUE = 0.020

! 1 0.9000 0.26359 2 0.9450 0.27311 3 1.0082 0.27311 4 1.06?O 0.34313

5 1.1250 0.35693 6 1.2914 0.35693 7 1.3680 0.47685 8 1.4040 0.48076 4 9 1.5889 0.48076 to 1.6650 0.53624 11 1.7280 0.6293T 12 1.8000 0.65250

} 13 1. 8 T20 0.75844 14 2.0411 0.75144 15 2.1420 0.80724 16 2.4610 0.80724 17 2.6460 'O.81458 18 2.9910 1.11095 19 3.3333 1.11095 20 3.4650 1.23181

! 21 4.0950 2.56338 22 4.2910 3.21900 23 6.3120 3.64732 24 7.7880 3.64732 j 25 9.1630 3.28908 26 9.5260 2.33529 27 10.2761 1.88610 28 11.6490 1.88610 29 14.5530 1.42158 30 11.3410 1.08807 31 11.1519 1.06005 32 20.4050 1.06005 i

i 33 22.3299 0.80650 34 23.7050 0.80650 35 39.5000 0.562T2

'I i

j IUSB-REFINED RESPONSE SPECIRA FOR SAIECUARDS BLDG.; SE I NO. = 4 fl00R RESPONSE SPECTRA lDR SSE; COMPONENT AX ; DAMPING = 0.02 i FOCURE No. 1388-8 DIRECIION 1 AT ELEVAT10N 831.50 FEET NO OF SPECTRA = ~ 1

} Bf:0ADI NtD SPECIRUM FOR 910DE=1388 DEGREE OF FREEDOM = 1 NUMBER OF CRIDS = 37 DAMPING VALUE = 0.020 l 1 0.9000 0.25692 2 0.9450 0.26633 3 1.0065 0.26633 4 1.0620 0.33895 ut i al I

f l

e 5 1.1250 0.34213 6 1.2881 0.34213 7 1.3 80 0.41224 8 1.4043 0.46524 i 9 1.5981 0.46524 to 1.6650 u.50959 il 1.7280 0.59147 12 1.8000 0.61900 13 1.8720 ' 0.70836 14 2.0573 0.70625 15 2.1420 0.74325 16 2.5375 0.74325 17 '

2.6460 O.77108 18 2.8170 0.81330 19 2.9970 0.95727 20 3.3851 0.95727- .

21 3.4650 1.00373 22 3.7530 1.43772 21 4.0950 1.87200 24 h.?o?a 2.26421 25 6.3720 2.62320 26 7.7880 2.62320 27 7.1630 1.82559 28 9.4515 1.38103 29 11.6490 1.38F05 30 14.5530 1.11766 31 16.4e 4 0.80643 32 17.3470 0.76112 33 11.7860 0.73559 34 20.4050 0.73559 35 21.4776 * ???P1

. 36 23.7050 0.72203 37 39.5000 0.42166 11

illSt-REf 1NED RESPONSE SPECTRA FOR SAFECUARDS BL DG. ; SET NO. = 5

! ILOOR RESPONSE SPECIRA IOR SSE: COMPONENT AX ; DAMPING = 0.02 flGURE NO. 1389-B DIRECil0N 1 AT ELEVAil0N 810.50 FEET No. OF SPECIRA = l 4

BROADENED SPEC 1 RUM FOR NODE =1389 DEGREE OF FREEDOM = 1 NUMBER OF GRIDS = 30 DAMPING VALUE = 0.020 1 0.9000 0.26192 2 0.9450 0.27185 3 1.0034 0.27185 4 1.0620 0.35295

' 1.3680 0.46548 8 1.6260 0.46548 5 1.2999 0.35295 6 1.3230 0.37578 7 9 f.7280 0.56220 to 1.8720 0.67598 Il 2.1045 0.67598 12 2.1420 0.69423 l 13 2.5899 0.69423 14 2.6460 0.70465 15 2.8170 0.79607 16 2.9970 0.86677 +

! 17 3.4886 0.86677 18 3.7530 1.14307 19 4.2930 1.61423 20 5.6803 1.85610 21 7.7880 1.85610 22 9.5310 1.29362 23 11.6490 1.29362 24 14.5530 1.03401 i 25 17.3470 0.70218 26 20.4050 0.59451 27 22.0000 0.51239 28 22.1195 'O.50193 29 23.T050 0.50193 30 39.5000 0.33609 l1

) 1USI-REFINED RESPONSE SPECTRA IDR SAFECHARDS BL DG. ; SET No. = 6 i ItOOR RESPONSE SPECIRA IOR SSE; COMPONENT AX ; DAMPING = 0.02

] FIGURE No. 1390-8 DIR[C110N I AT ELEVAilON 790.50 FEET NO. OF SPECTRA = 1 1

BROADENED SPECTRUM FOR N00E=1390 D(GREE OF IREED0'4 = 1 NUMBER OF CRIDS = 27 DAMPING VALUE = 0.020 1 0.9000 -0.26927 2 0.9450 0.27999 3 1.0038 0.27999 4 1.0620 0.36309 5 1.3004 0.36309 6 1.3230 0.38606 7 1.3680 0.47870 8 1.6313 0.47870 t 9 1.8720 0.67490 le 2.2880 0.67490 11 2.3251 0.66641 12 2.6845 0.66641

] 13 2.8170 0.72853 14 2.9910 0.78341 15 3.5820 0.78341 16 3.7530 0.90265 17 4.2930 1.14083 18 5.2470 1.14083 19 9.5310 0.97157 20 11.6490 0.97157 28 16.4230 0.60706 22 17.3470 0.5930T 23 20.4050 0.57963 24 22.0000 0.49099 25 22.2571 0.46689 26 23.7050 0.46689 27 39.5000 0.27533 i 1 t

I tilSI-REFINED RESPONSE SPECTRA FOR SAFEGHARDS Bl DG.; SET No. = 7 i

FLOOR RESPONSE SPECIRA 10R SSL; COMPONfMI AX ; DAMPING = 0.02 l FIGURE No. 1391-8 DIRECileN 1 AT ELEVATION 785.50 FEET No. OF SPECTRA = 1 l BROADENID SPECIRUM FOR NODE =1391 DIGHit OF IREIDOM = 1 NUMBER OF GRIDS = 27 DAMPlNG VALUE = 0.020 l 1 0.9000 0.27096 2 0.9450 0.28162 3 1.0037 0.28162 4 1.0620 0.36524 i 5 1.3004 0.36524 6 1.3230 0.38844 7 1.3680 0.48111 8 1.6312 0.48171 i 9 1.8720 0.61914 10 2.2880 0.67914 11 2.3255 0.67051 12 2.7222 0.67051 i 13 2.8170 0.11318 14 2.99/0 0.76424 15 3.6162 0.76424 16 3.7530 0.85012 j IF 4.2930 1.03942 18 5.2410 1.03942 19 9.5310 0.92690 20 11.6490 0.92690

, 28 16.4230 0.58752 22 17.3470 0.57072 23 20.4050 0.55533 24 22.0000 0.46943 i 25 22.1951 0.45225 26 23.7050 0.45225 27 39.5000 0.26293

, I f

I tilSI-REF INf D RESPONSE SPICIRA IOR SAFECHARDS Rt DG. ; SET NO. = 8 ILOOR RISPONSL SPECIRA IOR SSE; COMPONI.Ni AX ; DAMPilH; = 0.02 l IIGuHL,No. 1392-H DIREC180N 1 AT [LEVAil0N 773.50 FEET NO. OF SPEGIRA = 1 kHOApfMED SPECIRUM IDR NODE =1392 DIGHII 0F f RE E DOM = 1 NUMBER OF CRIDS = 29 DAMPING VALUE = 0.020 i 1 0.9000 0.27602 2 0.9450 0.2865T 3 1.0034 0.2865T 4 1.0620 0.37180

] 5 1.3003 0.3F180 6 1.3230 0.39563 7 1.3680 0.49010 8 1.6311 0.49070 l til

e'

_ _ - - _ . _ _ - , - c ~ m- ,

n m,_;, ; . __,;; - - --

~

9 1.8720 ' O.69168 13 2.2880 0.69168 11 2.3258 0.68287 12- 2.7534 @.68247

13 2.8173 0.70992 14 2.1970 0.74459 15 3.6633 0.74459 16 3.6709 C.74045 ,

17 3.7530 0.74045 18 4.2930 0.83500 19 5.24T0 0.83500 20 9.5310 0.86301 21 11.6490 0.86301 22 14.6630 0.67154 23 17.3470 0.52700 24 20.4050 3.49954 25 22.0000, 0.41783 26 22.0503 0.41409 27 23.7050 0.41409 28 35.7336 0.27008 -

29 39.50r 0.21008 1

TUSt-P's "'4 IOR SAFEGUARDS RLDG.; SET NO. = 9 I E 0e- . -r; COMPONENT AY ; DAMPING = 0.02

'9ECil0N 2 AT ELEVAil0N 896.50 FEET NO. OF SPECTRA = 1 SROADE DEGREE OF IREEDON = 2 NUMBER OF GRIDS = 30 DAMPING VALUE = 0.020 1 0. . 0.9990 0.19082 3 1.0620 0.24869 4 1.1250 0.25385 5 1.: 6 1.3230 0.29895 7 1.3680 0.35087 8 1.6560 ~ 0.35087 9 1. 1.8720 0.45972 11 2.0430 0.47408 12 2.2918e 0.47408 13 2. 2.5020 0.58707 15 2.6460 0.64279 16 2.8170 0.70223 li 2.,. 3.2204 0.84943 19 3.4650 1.03912' 20 4.0950 2.04160 21 4.472 .6420 2.95054 23 8.2440 3.46442 24 10.0760 ' 3.46442 25 17.3470 . 4250 3.15340 27 20.4050 2.76257' 28 22.8690 ' 2.08605 29 23.7050 1.5000 0.84049 1 ,

IUSI-REFINED RESPONS. FOR SATECHARDS 8tDG.; SET No. = 10 TLOOR RESPONSE SPECTR, SSE; COMPONENT AY ; DAMPING = 0.02 ~

flGURE NO. 13b. DIRECTION 2 AT ELEVAT10N 873.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUS( IOR N00E=1386 DEGREE OF FREEDOM = 2 NUM8ER OF GRIDS = '33 DAMPlNG VALUE = 0.020 Y

b!

1 0.9000 0.18806 2 0.9450 0.189T3 3 0.9990 0.19121 4 1.0620 0.24609 5 1.1250 0.25639 6 1.2894 0.25639 7 1.3230 0.30881 8 1.3680 0.35753 E 9 1.6469 -0.35753 10 1.8000 0.46598 Il 1.8720 0.48484 12 2.0430 0.50771 e 13 2.2691 0.507FI 14 2.3610 0.54836 15 2.5020 0.65982 16 2.6460 0.72519 17 2.8170 0. 79 F(.3 18 2.9910 0.98468 19 3.2130 1.01655 20 3.4650 1.32816 28 3.7530 1.96914 22 4.0950 2.91223 23 4.2930 3.96026 24 4.5000 4.29302 25 5.5000 '4.29302 26 8.6130 4.10919 27 10.5270 _4.10919 28 18.4250 3.43548 29 20.4050 3.26120 30 22.0000 2.98689 31 22.5748 '2.80266 32 23.7050 2.80266 33 39.5000 1.06937 I

TUSI-REFINED RESPONSE SPECTRA FOR SAF ECHARDS Cl DG.; SET NO. = 11 FLOOR RESPONSE SPECIRA 90R SSE; COMPONINT AY ; DAHeiNG = 0.02 FIGURE No. 1337-8 OIRECT10N 2 At ELEVATION 852.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1387 DI CRE E OF FREE DOM = 2 NUMBER OF CRIDS = 31 DAMPING VALUE = G.020 1 0.9000 0.18F09 2 0.9990 0.18992 3 1.0620 0.24478 4 1.1250 0.25378 5 1.2898 0.25371 6 1.3230 0.30392 F 1.3680 0.35413 8 1.6506 0.35473 '

9 1.8000 0.45800 to 1.8720 0.47510 11 2.0430 'O.49833 12 2.2775 0.49833 -

13 2.3670 'O.53110 14 2.5020 0.63701 15 2.8170 0.76839 16 2.9970 0.94235 3.4650 1.25081 3.7530 1.85244 20 4.0953. 2.71658

~

17 3.2130 0.96330 18 19 2l 4.2930 3.68339 22 4.5000 4.00201 23 5.5000 4.00207 24 8.6130 3.86150 25 10.5270 3.86150 26 17.3470 2.84522 27 20.4050 2.60311 28 22.0000 2.45560 -O 29 22.4813 2.32T48 30 23.7050 2.32748 31 39.5000 0.95035 1

IUSI-RLilNtD RESPONSE SPECIRA FOR SAFEGUARDS St DG.; SET No. = 12 -

lLOOR RESPONSE SPECIRA IOR SSE; COMPONENT AY ; DAMPING = 0.02 s FIGURE NO. 1388.R OIRECil0N 2 AF ELEVATION 831.50 IEEI NO OF SP[CIRA = 1 3 m h ilHOADEMED SPEC 1 HUM TOR N00E= 1388 DfCRLE OF FREtDOM = 2 NUMllIR OF CRIDS = 31 DAMPING VAI.0E = 0.020 1 0.9000 0.18464 2 U.9450 0.18650 3 0.9990 0.1878F 4 1.0620 0.24244 5 1.1250 .0.25010 6 1.2901 0.25010 7 1.3230 0.29828 8 1.3680 0.34953

, 05 s

I V#

_ -- - . - - -~ -- -. ..- _ ~ .- - -- -_

.- u----- -~x w n

9 1.6560 0.34953 13 1.8000 0.44683 11 1.8720 C.46121- '12 2.0430 0.48229-13 2.2954 @.4:229 14 2.3570 C.50432 15 2.5020 0.6c319 16 2.6460 0.66054 17 2.8170 0.72296 18 2.9970 0.88002 19 3.2130 0.88663 20 3.4650 1.13074 - -]

21 4.0950 2.38534 22 4.2930 3.21325 23 4.5000 3.49203 24 5.5c00 3.49203 '

25 8.6130 3.44823 26 10.5270 3.44823 27 20.4050 1.8549T '28 22.0000 1.54215~

29 22.5275 1.48251 30 23.7050 - 1.48251 31 39.5000 0.75081 ,_

1 THSI-REFINED RESPONSE SPECTRA FOR SATEbwARCO CLOG.; SET NO. = 13 TLOOR RESPONSE SPECTRA IOR SSE; COMPONfMT AY ; DAMPING = 0.02 FICURE No. 1389-0 OIR[C!!ON 2 AT ELEVA110N 810.50 IEET NO. OF SPECTRA = 1 BROADENED SPECTRUM IDR N00E=1389 DEGREE OF I RE E DOM = 2 NUNSER OF CRIDS = 28 DAMPING VALUE = 0.020

. 1 U.9000 0.18511 2 0.9990 0.18621 3 1.0620 0.24235 4 1.1250 0.24904 5 1.29n6 0.24904 6 1.3230 0.29675 7 1.3680 0.34758 8 1.6514 0.34758 9 1.8000 0.44340 10 1.8720 0.45882 11 2.0430 0,47789 12 2.2953 0.4F789 13 2.3670 0.50025 14 2.5020 0.596I1 15 2.8170 0.11462 16 2.9970 0.86600 17 3.2130 0.87046 18 3.4650 1.10593 19 4.0950 2.30604 20 4.2930 3.08913 21 4.5000 3.36926 22 5.5000 3.36926 23 8.6130 3.32082 24 10.527o 3.32082 25 20.4050 1.49936 26 22.8690 1.05321 27 23.7050 1.03330 28 39.5000 0.71113 I

i TUSI-REFINED RESPONSE SPECTRA FOR SAFICUARDS BLDG.; SET No. = - 14 TLOOR RESPONSE SPECTRA IOR SSE; COMPONENT AY ; DAMPING = 0.02 IIGURE NO. 1390-D DIREC110N 2 AT ELEVAllON 790.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1390 DE GRE E OF T RE E DOM = 2 NUH0ER OF GRIDS = 34 DAMPlNG VALUE = 0.020 1 0.9000 0.18948 2 0.9990 0.18988 3 1.0620 0.24695 4 1.1250 0.25331 5 1.2943 0.25331 6 1.3230 0.29267 7 1.3680 0.34680 8 1.6666 0.34680 9 1.8000 0.43191 10 1.8720 0.44172 Il 2.0430 0.45598 12 2.3489 0.45598 13 2.3610 0.45939 14 2.5020 0.54361 15 2.6460 0.5932F 16 2.8170 0.64357 Il 2.99T0 0.16738 18 3.2629 0.76738 19 3.4650 0.87562 20 3.7530 1.25466 21 4.0950 1.55899 22 4.2930 1.99749 23 4.5000 2.22602 24 8.2260 2.74805 25 8.6130 2.75071 26 10.5270 2.75071 27 11.6490 2.38656 28 14.5530 1.55802 29 17.3470 1.23'.04 30 18.4250 1.04003 31 20.4050 0.86589 32 22.8140 0.62778

33 23.7050 0.62778 34 39.5000 0.49812 1

IUSt-REFINED RESPONSE SPECTRA f0R SAffGUARDS DLDC.: SET No. = 15 FLOOR RESPONSE SPECIRA FOR SSE; CopswusWI AY ; DAMPING = 0.02 flGURE No. *17! 0 OIHECfl0N a AT ELEVATION 785.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1391 DECREE OF TRE[ DON = 2 gJ' era or cosnt ~ 1h DAMPING VAEUE = 0.020 1 0.9000 0.18855 2 0.9990 0.18894 3 1.0620 0.24595 si s.123u u.25212 5 1.2942 'O.25212 6 1.3230 0.29140 7 f.3680 0.34551 8 1.6688 0.34551 9 1.8000 0.42998 10 1.8720 0.43929 11 2.08:30 0.45285 12 2.3609 0.45285 13 2.3610 0.45392 14 2.5020 0.53690 15 2.6460 0.58544 16 2.8170 0.63418 11 2.9970 0.75454 18 3.2756 0.75454 19 3.4650 0.84760 20 3.7530 1.21383 21 4.0950 1.46618 22 4.2930 1.85931 23 4.5000 2.0815l 24 7.7940 2.61377 25 8.2260 2.66654 26 10.0540 2.66654 2T 10.5270 2.65880 28 11.6490 2.28807 29 14.5530 1.45371 30 11.3410 1.14064 31 18.4250 0.95294 32 22.8627 0.59706 33 23.7050 0.59706 34 39.5000 0.47665 l

luSI-RE f lNID RESPONSE SPICIRA 5 0R SAFIGUARDS Bl DG. ; SET NO. = 16 FLOOR RESPONS[ SPICIRA f0R SSE; COMPONENI AY ; DAMPlNG = 0.02 IlCURE No. 1392-H DIRECl10N 2 A1 ELEVAT10N 713.50 ffE1 No OF SPECTRA = 1 BROADINED SPICIROH IOR NODI =1392 DEGRIE DI FRIEDON = 2 NUMBER OF CRIDS = 34 DAHPING VALUE = 0.020 1 0.9000 U.18552 2 U.9990 0.18590 3 1.0620 0.24241 4 1.1250 0.24818 5 1.2938 0.24818 6 1.3230 0.28830 7 1.3680 0.34082 8 1.6661 0.34082 Ul on

9 1.8000 0.42598 to 1.8720 0.43438 11 2.0433 0.44644 12 2.3726 @.44644 =

13 2.5020 O.52346 14 2.6460 0.56957 15 2.8173 0.61523 16 2.9972 0.72863-Il 3.3093 0.72863 18 3.4650 0.7911F 19 3.7530 1.12303 20 4.0950 1.27365 21 4.2930 1.56789 22 4.5000 1.77806 23 5.6250 2.05961 24 7.7940 2.45459 25 8.2260 2.49511 26 10.0540 2.495l1 21 10.5270 2.46504 28 11.6490 2.08757 -

29 14.5530 1.24453 30 17.3470 0.94445 31 18.4250 0.78105 32 22.7111 0.55567 33 23.7050 0.55567 34 39.5000 0.43699 1

IUSI-REFINED RESPONSE SPECIRA FOR SAf ECUARDS BLDG.; SET NO. = 17 FLOOR RESPONSE SPECIRA FOR SSE; COMPONENT AZ ; DAMPING = 0.02 FIGURE NO. 1385-B CIRECT10N 3 AT ELIVATION 896.50 FEET NO. OF SPECTRA = 1 BROADfMED SPECTRUM FOR NODE =1385 DICREE OF FREEDOM = 3 NUNDER OF GRIDS = 34 DAMPlNG VALUE = 0.020 1 0.9000 0.26303 2 0.9450 0.27167 3 1.0067 0.27167 4 1.0620 0.34736 i 5 1.2805 0.34F36 6 1.2870 0.34953 7 1.3680 0.4T593 8 1.5930 0.47593

9 1.6110 0.48889 10 1.6650 0.51947 11 1.7280 0.60940 12 1.8720 0.72050 i

13 2.0362 0.72050 14 2.1420 0.77311 15 2.5463 - 0.77311 16 2.6460 0.80134 17 2.8170 0.91250 18 2.9970 1.01643 19 3.3193 1.01643 20 3.4650 1.11957 21 3.1530 -

1.54698 22 4.0950 2.22945 23 4.2930 2.89103 24 4.5000 2.91274 l 25 5.6250 3.65681 26 8.2440 4.52911 27 10.0760 4.52933 28 10.5270 4.26245 29 11.0000 3.17293 30 11.6490 2.51142 31 14.6630 1.55560 32 19.3950 1.29175 0.71027 -

33 23.7050 1.29715 34 39.5000 1

TUSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 18 FLOOR RESPONSE SPECIRA IDH SSE; COMPONENT AZ ; DAMPlNG =- 0.02 flGURE No. 1386-B DIRECilON 3 AT ELEVATION 873.50 FEET No. OF SPECTRA = 1 DROADENID SPECIRUM IOR NODE =1386 DEGREE OF FREEDOM = 3 NUMBER OF CRIDS = 39 DAMPING val.0E = 0.020 1 0.9000 0.26612 2 0.9450 0.27573 3 1.0056 0.27573 4 1.0620 0.35213 5 1.2785 0.35273 6 1.2870 0.35558 7 1.3680 0.4802T 8 1.5955 0.48021 9 1.6110 0.49064 10 1.7280 0.60911 11 1.8120 0.72295 12 2.0428 0.72275 13 2.1420 0.77308 14 2.5188 0.77303 15 2.6460 0.88135 16 2.9970 1.01838 17 3.2819 1.01838 18 3.4653 1.15461 19 3.7530 1.60154 20 4.1630 2.35573 21 4.6000 3.08415 22 4.6520 3.18812 23 5.4059 3.18882 24 5.6250 3.65320

, 25 6.3720 3.89786 26 7.4970 4.08060 27 8.2440 4.31153 28 10.0760 4.31153

! 29 10.5270 4.02278 30 10.9959 3.07021 31 11.6490 3.07021 32 14.6630 1.80432

i 33 16.4230 1.74721 34 17.3470 1.54637 35 18.4250 1.31271 36 20.4050 1.19816 37 22.5082 0.90588 38 23.7050 0.90588 39 39.5000 0.71074 l8 '

IUSI-REIINED RESFONSE SPECIRA TOR SAflGUAROS Bt DG.; SET NO. = '19 FLOOR RESPONSE SPECIRA IOR SSE; COMPONINI AZ ; DAMPING = 0.02 IlGURE No. 1387-B DIRECilON 3 AT ELEVATION 852.50 FEET NO. OF SPECTRA = 1 DHOADENED *.PECTRUM IOR N00E=1387 DEGREE OF FREEDOM = 3 NUMBER OF CREDS = 40 DAMPING VALDE = 0.020 2

1 0.9000 0.26213 2 0.9450 0.27244 3 1.0048 0.27244 4 1.0620 0.34937 i 5 1.2850 0.34931 6 1.2870 0.35001 7 1.3680 0.47292 8 1.6013 0.41292 1 9 1.6650 0.51167 10 1.7280 0.59199 il 1.8720 0.70464 12 2.0549 0.70464 4

13 2.1520 0.74450 14 2.5332 0.74450 15 2.6460 0.77435 16 2.8170 0.86561 17 2.9970 0.9523F 18 3.3014 0.95237 19 3.4650 1.04781 20 3.7530 1.43524

. 21 4.1980 2.07489 22 4.64To 2.68509 23 4.7340 2.76918 24 5.4458 2.76978 1

25 5.6250 3.06856 26 6.3120 3.16855 2T 7.4910 3.27974 28 9.1630 3.27974 2 29 10.0540 3.27361 30 10.0160 3.27123 31 10.9363 2.77715 32 11.6490 2.77715 l 33 14.6630 1.56346 34 16.4230 1.48342 35 17.3470 'I.32093 36 18.4250 1.11313

! 3F 20.4050 1.04120 38 21.6919 0.89600 39 23.7050 0.89600 40 39.5000 0.64506 1

j IUSI-REF INi n RI SPONSE SPI CIRA FOR SAIIGUARDS DV DG. ; SET NO. = 20

. flDOR RESPONSE SPICTRA BOR SSE; COMPONINT AI ; DAMPING = 0.02

I

.6

w.--r- - m _. - - - - - ~ . _ - . ---_~ ._ u __ ._ _ __ _ . s.2 - '

4 NO. OF SPECi;A =

FIGURF No. 23:8-G DIRECilON 3 AT Et.EVATION 831.50 FELT 1 ENDADE NE D SPECTR'M FOR NODE =1388 DiCREE OF FREEDOM = 3 NUMBER OF GRIDS = 31 OAMPING VALUE = 0.020 1 0.9000 4.J5659 2 0.9450 0.26646 3 1.0042 0.26646 4 1.0620 0.34308

5 1.2894 s.34308 6 1.3680 0.45966 7 1.6097 0.45966 8 1.6650 0.49109 9 1.7280 0.56513 10 1.8720 0.67619 11 2.1004 0.67619 12 2.1420 0.70089 IJ 2.5830 0.70089 14 2.6460 0.73317 15 2.8170 0.79363 16 2.9970 0.86529 17 3.4215 0.86529 18 3.4650 0.88023 19 3.7530 1.17139 20 4.0950 1.61986 21 4.2930 2.03395 22 4.5000 2.0886F 23 6.6750 2.49000 24 9.5310 2.49000 25 11.6490 2.01083 26 14.5530 1.13847 27 18.2052 0.75293 28 20.4050 0.75293 .

2 29 21.5335 0.69833 30 23.7050 0.69833 31 39.5000 0.46846 3

i 1HSI-REFINID RESPONSE SPECTRA 10R SAFEGUARDS BLDG.; SET NO. = 21 FLOOR RESPONSE SPECTRA IOR SSE; COMPONENT AZ ; DAMPING = 0.02 FIGURE No. 1389-8 DIRECil0M 3 AT EILEVAT ION 810.50 FEET NO. OF SPECTRA = 1 DHOADENED SPECTRUM FOR NODE =1389 DECRFE OF f REEDOM = 3 NUMBER OF GRIDS = 31 DANPING VALUE = 0.020 1 0.9000 0.25228 2 0.9450 0.26220 3 1.0035 0.26220 4 1.0620 0.33911 5 1.2949 0.33911 6 1.3230 0.36701 7 1.3680 0.44836 8 1.o185 0.44836 1 9 1.7280 0.54162 to I.8720 0.65844 Il 2.1168 0.65144 12 2.1420 0.66293 13 2.6180 0.66293 14 2.6248 0.65989 15 2.6460 0.65989 16 2.8170 0.73709 17 2.9970 0.79287 la 3.5280 0.79287 19 4.0950 1.23634 20 4.2930 1.48585

' 21 4.5000 1.53223 22 6.8750 1.77800 23 9.5310 1.77800 24 11.6490 1.54598 25 14.6630 0.88891 26 18.2918 0.66974 27 20.4050 0.66914 28 22.0000 0.55632 29 22.7147 0.46869 30 23.7050 0.46569 33 39.5000 0.35759 i1 TUSI-REFINED RESPONSE SPICTRA FOR SAFECUARDS BLDG.; SET NO. = 22 FEDOR RESPONSE SPECIRA IOR SSE: COMPONEN1 AZ ; DAMPING = 0.02 FIGURE NO. 1390-8 DIRECil0N 3 Af [LIVATION 790.50 FEET NO. OF SPECTRA = 1 DRGADENED SPECTRUM FOR NODE =1390 OtGREE of IREEDOM = 3 NUMBER OF GRIDS = 27 DAMPING VALUE = 0.020 1 0.9000 0.26506 2 0.9450 0.27529 3, 1.0035 0.27529 4 1.0620 0.35673 5 1.3000 0.35673 6 1.3230 0.37912 7 1.3680 0.47085 8 I.6310 0.47085

, 9 1. 8 T20 0.66423 10 2.2880 0.66423 11 2.3273 0.65536 12 2.7548 0.65536

! 13 2.8110 0.68054 14 2.99T0 0.72076 15 3.7198 0.720T6 16 3.7530 0.73665 1 17 4.2930 0.89046 18 4.5000 0.91094 19 5.5000 0.91094 20 9.5310 0.99810

~

21 11.6490 0.99810 22 14.6630 0.61865 23 20.4050 0.49257 24 22.0000 0.40?49 25 22.3989 0.36809 26 23.7e50 0.36809 27 39.5000 0.24157 1

IUSI-REllNin RESPO'NSE SPECTRA FOR SAIEGUARDS ntDG.; SET NO. = 23

, fl00R RESPONSE SP[CIRA 50H SSE; COMPONINT AZ ; DAMPING = 0.02 j FIGURL NO. 1391-B DlHECTION 3 AT ELEVATION 785.50 FEET NO. OF SPECTRA = 1 BROADENED SPECIRUM IDR NODE =1391 DI GRE E OF IREE DOM = 3 NUMOER OF GRIDS = 28 DAMPING VALUE = 0.020 4

1 0.9000 0.26429 2 U.9450 0.27458 3 1.0035 0.21458 4 1.0620 0.35581 5 1.3001 0.35581 6 1.3230 0.31866 7 l.3650 0.46957 8 1.6310 0.46957 l 9 1.8120 0.66238 10 2.2880 0.66238 11 2.32F1 0.65357 12 2.7548 0.65357 13 2.8170 0.61871 14 2.9910 0.71240 15 3.6630 0.71240 16 3.6673 0.71053

il 3.7530 0.11053 18 4.2930 0.82680 19 4.5000 0.85180 20 5.5000 0.85180 1

21 9.5310 0.96l51 22 11.6490 0.96151 23 14.6630 0.60141 24 20.4050 0.47210

! 25 22.0000 0.39071 26 22.3530 0.35919 27 23.7050 0.35919 28 39.5000 0.23217

!I 1

i IUSI-Ht f lNi p RESPONSI SPICIRA FOR SAlfCUAHDS BtDG.; SET NO. = 24 i fl00R HISPONS[ SPlc.IHA l0H SSE: COMPONINI Al ; DAMPING = 0.02 j flGURE Ho. 1392-8 DlHICIBON 3 AT ELEVAit0N 773.50 IEF1 NO. OF SPECIHA = 1 BROADENID SPEC 1 RUM IDH NODf=1392 DIGREI 0F IREEp0M = 3 NUMBER OF GillDS = 25 DAMPING vat _UE = 0.020 9

%- - - - -e _ .e w ,.

1 0.9000 0.26045 2 0.9450 0.27080. 3 1.0036 c.27080 4 1.0620 0.35088 5 1.3003 0.35088 6 1.3233 0.37329 T 1.3680 0.46296 8 1.6309 -@.46296 -

9 1.8720 0.65297 10 2.2880 0.65297 11 2.3265 0.64441 12 2.7548 0.64441 13 2.8170 0.66921 14 2.9970 0.70235 15 4.1215 0.70235 16 4.5000 0.74563

IF 5.5000 0.74563 18 9.5310 0.89455 19 11.6490 0.89455 20 14.6630 0.59373 i 21 20.4050 0.42764 22 22.0000 0.35428 23 22.2181 0.34149 24 23.7050' O.34149 '

25 39.5000 0.21319 e

e e

m-m < m -- m _. .e- _ . . ae .w ..__.6 _ - _

.r, -_ -

.__ ., ..~_1._. L e

TUSl-REFINFD RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET NO. = 1 F100R RESPONSE SPECTRA IOR SSE: COMPONENT AM ; DAMPING = 0.03 FIGURE No. 451-8 DIRECTION 1 AT ELEVATION 896.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 451 UEGREE OF FREEDOM = 1 NUMBER OF CRIDS = 45 DAMPING VALUE = 0.033 1 0.9000 0.25629 2 0.9450 0.26606 3 1.0085 0.26606 4 1.0620 0.30614 5 1.1250 0.31642 6 1.2036 0.31642 7 1.3230 0.36861 8 1.3680 0.40443 9 1.4043 0.40443 to 1.4490 0.44454 11 1.5030 0.46163 12 1.5771 1.46163 1.8000 0.58871 1.8720 0.66473 16 2.0084 - C;66473 13 1.7280 0.57584 14 15 17 2.1420 0.12277 18 2.2500 0.72740 19 2.3670 0.79803 20 2.5109 0.79803 21 2.6450 0.89058 22 2.8170 0.99906 23 2.9970 1.10321 24 3.2313 1.10321 25 3.4650 1.40108 26 3.7530 2.06617 27 4.5630 3.67194 28 5.2470 3.67194 29 6.3720 4.25425 30 7.7880 4.25425 31 8.4837 3.96890 32 9.1630 3.96890 33 9.5261 2.89528 34 10.0540 2.62010 35 10.0760 2.60320 36 10.5257 2.21406 3T 11.00f4 2.21406 38 11.6490 1.74748 39 14.6630 1.21866 40 16.4230 1.14504 .

41 16.9ef6 1.06990 42 20.4050 1.06990 43 21.3779 0.97253 44 23.7050 0.97253 45 39.5000 0.66699

)

IUSI-REFINED RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET NO. = 2 FLOOR RESPONSE SPECTRA FOR SSE; COMPONE NT AX ; DAMPING = 0.03 FIGURE No. 452-8 DIRECil0N 1 AT ELEVATION 873.50 F((T No. OF SPECTRA = 1 BROADFMID SPECTRUM FOR N00E= 452 DEGREE OF FREEDOM = 1 NUNDER OF GRIDS = 43 DAMPING VALUE = 0.030 1 0.9000 0.25323 2 0.9450 0.26341 3 1.0061 0.26341 4 1.0620 0.30628 5 1.1250 0.31008 6 1.2810 0.33969 7 l.3680 0.40197 8 1.4490 0.43512 9 1.5030 0.45121 10 1.5166 0.45121 ts 1.7280 0.56002 12 1.8000 0.57866 13 f.8720 0.64912 14 2.0110 0.64972 15 2.1420 0.69840 16 2.2500 0.70108 17 2.3670 0.16846 18 2.5161 0.76846 19 2.6460 0.85279 20 2.99/0 1.04324 21 3.2330 1.04324 22 3.4650 1.31617 23 3.7530 1.89599 24 4.2930 3.27581 25 5.2470 3.21581 26 6.3120 3.81337 27 7.7880 3.87337 28 8.4756 3.62375 29 9.1630 3.62315 30 9.5260 2.64462 31 10.0540 2.36982 32 10.0760 2.35533 33 10.5270 1.98830 34 11.0000 1.98400 35 11.6490 1.93190 36 14.5530 1.39234 37 16.4230 1.28974 38 18.4250 1.01205 39 20.4050 . 1.05873 40 22.0000 0.88345 41 22.8160 0.78T24 42 23.7050 G.78724 43 39.5000 0.61917

)

TUfl-REFINED RESPONSE SPECTRA FOR SAFEGtfARDS 8tDC.; SET No. = 3 ILOOR HLSPONSE SPECTRA IOR SSE; COMPONENT AK ; DAMPING = 0.03 FIGURE NO. 453-8 DIRFCil0H 1 AT ELEVAll0N 852.50 FEET No. OF hPECTRA = 1 DROADENED SPECTRUM IOR N0d[= 453 OfGRIE OF FREEDOM = 1 NUNHIR OF GRIDS = 37 DAMPING VALUE = 0.030 1 0.9000 0.24164 2 0.9450 0.25764 3 1.0043 0.25764 4 1.0620 0.30222 5 1.1970 0.306T3 6 1.3230 0.34197 7 1.3680 0.38931 8 1.4490 0.41665 9 1.5030 0.43138 10 1.5 T6e 0.43138 11 1.8720 0.61790 12 2.0410 0.62200 13 2.1420 0.65181 14 2.3670 0.70864 15 2.5210 0.10864 16 2.6460 0.77250 IF 2.9910 0.92831 18 3.2509 0.92831 19 3.4650 1.t2964 20 3.7530 1.57511 21 4.0950 2.24211 22 4.2930 2.56351 23 5.2470 2.56351 24 6.3720 2.99798 25 7.7880 2.99798 26 7.8540 2.84090 27 9.1630 2.74214 28 9.5260 1.97997 29 10.0540 1.71106 30 10.2158 1.58758 31 11.6490 1.58758 32 17.3410 1.00409 33 18.1156 6.95469 34 20.4050 0.95469 35 22.5694 0.71661 36 23.7050 0.71661 37 39.5000 0.51122 0

IUSB-REFINED RESPONSE SPECTRA 70R SAffCUARDS DLDG.; SET No. = 4 4-1*

- .. , . ~ -- - ~ _~ _ . . , _ , . . - -x ,_

FLOOR RESPONSE SPECTRA FOR SSE COMPONENT AX ; DAMPING = 0.03

. FIGORE NO. 454-8 OIRfCTION 1 AT ELIVAll0N 831.53 FEET NO. C( SPECTRA = 1 .

BROADENED SPECTRUM FOR NODE = 454 DECREE OF FREE DOM = 1 NUMDER OF CRIDS = 31 DAMPING VALOC = 0.030

1 0.9000 0.24103 2 0.9450 0.25064 3 1.001% 0.25064 4 1.0620 0.29T62 5 1.2870 0.32121 6 1.3680 0.37599 7 1.5030 0.40828 8 1.5F55 0.40828 9 1. 8 T20 0.58216 10 2.0531 0.58216 11 2.3670 0.640F3 12 2.5289 0.640F3 13 2.8970 0.74633 14 2.9910 0.79775 15 3.2625 0.79775 16 3.4650 0.92045 17 4.0950 1.64012 18 4.2930 1.80534 19 5.2470 1.80534 20 6.3720 2.14475 21 7.7880 2.14415 22 9.1630 1.54728 23 9.4697 1.16345 24 11.6490 1.16345 25 14.5530 0.96631 26 17.3470 0.68983 2T 17.9236 0.65985 28 20.4050 0.65985 i 29 22.2956 0.60156 30 23.7050 0.60156 31 39.5000 0.38355 I

IUSI-REF INED RESPONSE SPECTRA FOR SAtIGUARDS BLDG.; SET NO. = 5-FEDOR RESPONSE SPECTRA FOR SSE; COMPONINT AX ; DAMPING = 0.03 FIGURE No. 455-B DIRECTION 1 AI ELEVAfl0N 810.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 455 DICHEE OF FREEDON = 1 NUMBER OF GRIDS = 32 DAMPING VALUE = 0.030 1 0.9000 0.24478 2 0.9450 0.25646 3 0.9990 0.25810 4 1.0620 0.31005 5 1.2191 0.31005 6 1.3230 0.33506 7 1.3680 G.37513 8 1.5030 0.39:48 9 1.5685 0.39148 to 1.8120 0.55481 Il 2.1420 0.55603 12 2.2500 0.57446 13 2.3610 0.58980 14 2.6r.60 0.60906 15 2.8170 0.68334 16 2.9970 0.70297 IT 3.2568 0.70297 18 3.4650 0.T6965 19 4.0950 1.22708 20 4.2930 1.31810 21 5.24T0 1.31810 22 5.7298 1.51570 23 7.7880 1.51570 24 9.5310 1.07764 25 11.6490 1.01764 26 14.5530 0.88935 2F 18.4250 0.56917 28 20.4050 0.53659 29 22.0000 0.46854 30 22.7805 0.42992 31 23.7050 0.42992 32 39.5000 0.31867

)

IUSI-REFINED RESPONSE SPECTRA FOR SAFIGUARDS Rt DC.; SET NO. = '6 FLOOR RESPONSE SPECTRA IOR SSE; COMPONENT AX ; DAMPING = 0.03 FIGURE No. 456-8 DIRECIl0N 1 AT ELEVATION 790.50 IEET NO. OF SPECTRA = 1 BROADENED SPECIRUM FOR N00E= 456 DIGREE OF FREEDOM = 1 NUMBER OF GRIDS = 32 DAMPING VALUE = 0.030 1 0.9000 0.25191 2 0.9450 0.26360 3 0.9990 0.26539 4 1.0620 0.31882 5 1.2202 0.31882 6 1.3230 0.34340 7 1.3680 0.38557 8 1.5030 0.39828 9 1.6110 9.41627 10 1.6650 0.44612 11 1.8720 0.55314 12 2.2341 0.55314 13 2.2500 0.55711 14 2.6559 0.55711 15 2.8170 0.62412 16 2.9970 . 0.63420 17 3.404F 0,63420 18 3.4650 0.64223 19 3.7530 0.77059 20 4.0950 0.90783 21 4.2930 0.93835 22 5.2470 0.93835 23 9.5310 0.81193 24 11.6490 0.81193 25 14.6630 0.63922 26 17.3470 0.52366 27 17.7982 0.51285 28 20.4050 0.51285 29 22.0000 0.44283 30 22.5613 0.41274 31 23.7050 0.41214 32 39.5000 0.25192

)

IUSI-RI F INEli RESPONSF SPECIRA FOR SAFEGUARDS Bt DG. ; SET NO. = 7 FLOOR RESPONSE SPECIRA FOR SSE; COMPONINI AX ; DAMPING = 0.03 FIGURE No. 457-B DIRECTION I AT ELEVAT10N 785.50 FEEI NO. OF SPECTRA = 1 DROADENED SPECTRUM f0R NODE = 457 DEGREE OF FREEDOM = 1 NUMBER OF GRIDS = 30 DAMPING VALUE = 0.030 1 0.9000 0.25345 2 0.9450 0.265?O 3 0.9990 0.26704 4 1.0620 0.32058 5 1.2194 0.32058 6 1.3230 0.34550 7 1.3680 0.38T93 8 1.5030 0,40083 9 l.6110 0.41896 to 1.6650 0.44960 !! 1.8120 0.55669 12 2.2331 0.55669 13 2.2500 0.56101 14 2.6954 0.56101 15 2.8170 0.61062 16 2.9970 0.61891 17 3.4800 0.61891 18 3.7530 0.72568 19 4.0950 0.83820 20 4.2930 0.85735 21 5.2410 0.85735 22 9.5310 0.71296 P3 11.6490 0.11296 24 14.6630 0.616F4 25 17.3470 0.50254 26 20.4050 0.49183 2T 22.0000 0.42387 28 22.5090 0.39790 29 23.1050 0.39190 30 39.5000 0.23985

)

IHSI-REFINID RESPONSE SPECIRA IOR SAffGUARDS HIDG.; SET NO. = 8 FLOOR ltESPLMSE SPECittA FOR SSE; COMPONENI AX ; DAMPING = 0.03 4-vs

ww -, m _. - _. .- _. _ we n- m . - . . - < - . --.- w _.

No. CF SPECTRA a +

FIGURE NO. 458-B DIRECil0N 1 AT ELEV4T10N 773.50 FEET 1 BROADINED SPECTRUM FOR N00E= 458 DEGREE OF FREEDOM = l NUMBER OF GRIDS = 27 DAMPING VALUE = 0.030

1 0.9000 0.25810 2 U.9450 0.27003 3 U.9990 0.27198 4 1.0620- 0.32606 5 1.2178 0.32606 6 1.3230 0.35187 7 1.3680 0.39505 8 1.5030 0.40837

9 1.5643 0.40837 to 1.8720 0.56715 Il 2.2306 0.56715 12 2.2500 0.57229 13 2.7372 0.57229 14 2.8170 0.60752 15 3.6647 0.60752 16 3.7530 0.63173 17 4.0950 0.69521 18 5.0050 0.69521 19 9.5310 0.71386 20 11.6490 0.71386 21 14.6630 0.58959 22 17.3470 0.46130 23 20.4050 0.44437 24 22.0000 0.37915 25 22.3845 0.36200 26 23.7050 0.36200 27 39.5000 0.21587

)

IUSI-REFINED RESPONSE SPECIRA FOR SAIEGUARDS BLDG.; SET No. = 9 F100R RESPONSE SPECTRA IOR SSE; COMPONINT AY ; DAMPING = 0.03 FIGURE NO. 451-8 .DIRECil0N 2 AT ELEVATION 896.50 FEl'T NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 451 DEGREE OF FREEDOM = 2 NUNDER OF GRIDS = 33 DAMPlNG VALUE = 0.030 1 0.9000 0.17770 2 0.9990 0.18338 3 1.0620 0.21500 4 1.1250 0.22133 5 1.2870 0.22558 6 1.3230 0.26599 7 1.3680 0.29146 8 1.6131 0.29146 9 1.6650 0.31566 10 1.1280 0.33021 Il 1.8000 0.38048 12 1.9530 0.40017 13 2.2500 0.42665 14 2.6460 0.56791 15 2.8170 0.60124 16 2.9970 0.70868 17 3.2130 0.77221 18 3.s650 e 0.93768 19 3.7530 1.25782 20 4.5570 2.21336 21 4.6920 2.35527 22 5.4746 2.35527 21 5.6250 2.48930 24 8.2440 2.82666 25 10.0760 2.82666 26 13.4370 2.85102 27 16.4230 2.85102 28 17.3470 2.82739 29 18.4250 2.52996 30 20.4050 2.36043 31 22.0000 1.88374 32 22.8690 1.81336 33 39.5000 0'.67651 *

)

TUSB-REFINED RESPONSE SPECTRA FOR SAFFCUARDS BLDG.; SET NO. = 10 FLOOR RESPONSE SPECTRA IOR SSE; COMPONLHT AY ; DAMPING = 0.03 .

FIGURE NO. 452-B 01 REC 110N 2 AT ELEVATION 873.50 IEET No. OF' SPECTRA = 1 BROADENED SPECTRUM FOR NODE = 452 DEGREE OF FREEDOM = 2 NUMBER OF GRIDS = 31 DAMPING VALUE = 0.030 1 0.9000 0.17631 2 0.9990 0.18565 1 1.0620 0.21544 4 1.1250 0.22533 5 1.2870 0.~23458 6 1.3230 0.27534 7 1.3680 0.30015 8 1.5897 0.30015 9 1.6110 0.30146 10 1.6650 0.32976 11 1.1280 0.34699 12 1.8000 0.39783 13 2.0430 De43854 14 2.3670 0.50867 15 2.6460 0.64243 16 2.8170 0.70126 Il 2.9970 0.83514 18 3.2130 0.93766 19 3.4650 1.18806 20 3.7530 1.64944 21 4.2930 3.22723 22 4.5000 3.38088 23 5.5000 3.38081 24 8.2260 3.35699 25 10.0540 3.35699 26 17.3470 3.06395 -

27 18.4250 2.80425 28 20.4050 2.77760 29 22.8690 2.32160 30 23.7050 2.31495 31 39.5000 0.86095

)

TUSI-REFINFO RESPONSE SPECTRA FOR SAFEGUARDS DLDG.; SET No. = 11 fl00R RESPONSE SPECIRA FOR SSE; COMPONENI AY ; DAMPING = 0.03 FIGURE No. 453-D DIRECIl0N 2 AT ELEVAFION 852.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 453 DECREE OF FREEDOM = 2 NUMBER OF GRIDS = 30 DAMPING VALUE = 0.030 1 0.9000 0.17532 2 0.9990 0.18446 3 1.0620 0.21405 4 1.1250 0.22265 5 1.2870 0.23201 6 1.3230 0.27043 7 1.3680 0.29752 8 1.6127 0.29752 9 1.6650 0.32512 10 1.7280 0.34008 11. l.8000 0.39109 12 2.0430 0.42959 13 2.2500 0.45516 14 2.6460 0.61965 IS 2.8170 0.67369 16 2.9970 0.79761 17 3.2130 0.88877 18 3.4650 1.11895 19 3.7530 1.55200 20 4.2930 3.00223 21 4.5000 3.14652 22 5.5000 3.14652 23 8.2440 3.15584 24 10.0760 3.15584 25 11.6490 2.98403 26 17.3470 2.49892 27 20.4050 2.23325 28 22.0000 2.02074 29 23.7050 1.92363 30 39.5000 0.18393 1

IUSI-REFINIH RESPONSE SPECIRA IOR SAF EGUARDS BLDG. ; SET No. = 12 fl00H RLSPONSE SPIGiltA IOR SSE; COMPONINI AY ; DAHPING = 0.03 FIGURE Hb. ~ 454-0 DIRECil0N 2 AT EttVAT10N 831.50 FEEI No. OF SPECIRA = 1 g,

.p

- ., . . n_ _ - _ - . - -

810ADECED SPECTEUH FOR NODE = 454 DE G.qE E OF F RE E DON = 2 N9H8ER CF CRIDS = 31 DAMPlNG VALEE a O.033 .

1 0.9000 0.17285 2 0.9990 0.18227 3 1.0620 0.21172 4 1.1250 0.21968

5 1.2810 0.22184 6 1.3230 0.26582 7 1.3680 0.29254 8 1.6173 0.29254 9 1.6650 0.31675 10 1.7280 0.33152 11 1.8000 0.38045 12 2.0430 0.41480 a 13 2.2500 0.43634 14 2.6460 0.58387 15 2.8170 0.62929 16 2.9970 0.74021 17 3.2130 0.81625 18 3.4650 1.01166 19 3.7530 1.39095 20 4.2930 2.61986 21 4.5000 2.74796 22 5.5000 2.74796 23 8.2260 2.83090 24 10.0540 2.83090 25 11.6490 2.59688 26 14.5530 1.94535 27 17.34TO 1.83666 28 20.4050 1.59966 29 22.7994 1.24285 30 23.7050 1.24285 31 39.5000 0.66099 1

IUSB-REFINED RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET NO. = 13 fl00R RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAHPING = 0.03 FICURE NO.' 455-B DIRECi10N 2 AT ELEVATION 810.50 FEET No. OF SPECTRA = 1 BROADENED SPECTRUH FOR N00E= 455 DECREE OF IREEDON = 2 NOH8ER OF CRIDS = 31 DAHPING VALUE = 0.030 1 0.9000 0.17323 2 0.9990 0.18068 3 1.0620 0.21065 4 1.1250 0.21776 5 1.2870 0.22599 6 1.3230 0.26355 7 1.3680 0.29161 8 1.6204 0.29161 9 1.6650 0.33486 to 1.7280 0.3298T 11 1.8000 0.37123 12 2.0430 0.41128 13 2.2500 0.43206 14 2.6460 0.57580 15 2.8170 0.62202 16 2.9970 0.72771 17 3.2130 0.80221 18 3.4650 0.98865 19 3.7530 1.35437 20 4.2930 2.52356 28 4.5000 2.64831 22 5.5000 2.64831 23 8.2260 2.73975 24 10.0540 2.73975 25 11.6490 2:50953 26 16.4230 1.73993 27 18.4250 1.39344 28 20.4050 1.28455 29 22.8690 0.93627 30 23.7050 0.87841 31 39.5000 0.6409'I

)

IUSI-REFlNID RESPONSE SPECTRA FOR SAF EGUARDS BLDG. ; SET No. = 14 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPlNG = 0.03 FICURE No. 456-B DIRECTION 2 AT ELEVATION 790.50 FEET NO. OF SPEC 1RA = 1 BROADENED SPECTRUM FOR NODE = 456 DECREE OF IREFDON = 2 NUNDER OF CRIDS = 31 DAHPING val.UE = 0.030 1 0.9000 0.17676 2 0.9990 0.18193 3 1.0620 0.21380 4 1.1250 0.22068 5 1.2810 0.22299 6 1.3230 0.25853 7 1.3680 0.28107 8 1.6276 0.28107 9 1.6650 0.30460 10 1.7280 0.31692 11 1.8000 0.36567 12 1.9530 0.38426 13 2.2500 0.40501 14 2.5020 0.46212 15 2.6460 0.52363 16 2.8170 0.55023 17 2.9970 0.63376 18 3.2130 0.67551 19 3.4650 0.79050 'O 3.7530 1.03375 21 4.2930 1.64859 22 4.5000 1.78333 23 8.2260 2.27696 e 10.0540 2.2T696 25 11.6490 2.00434 26 14.5530 1.34677 27 16.4230 1.18000 2a 17.3470 1.11223 29 18.4250 0.93958 30 22.0000 0.63996 31 39.5000 0.47392

)

.IUSt-REFINED RESPONSE SPICTRA FOR SAFECUARDS HlDC.; SET NO. = 15 FLOOR RESPONSE SPECIRA f0M SSE; COMPONINI AY ; DAHPING = 0.03 flCURE No. 457-8 DIRECT 10N 2 AT ELEVAll0N 785.50 FEET NO. OF SPECTRA = 1 HROADfMED SPECTRUM TOR NODE = 45T DECREE OF FREEDOH = 2 NtM40f R OF GRIDS = 30 DAHPING VAluE = 0.030 1 0.9000 0.17590 2 0.9990 0.18120 3 1.0620 0.21289 4 1.1250 0.21957 5 1.2810 0.22183 6 1.3230 0.25145 7 1.3680 0.28601 8 1.6280 0.28601 9 1.6650 0.30313 10 1.7280 0.31499 il 1.8000 0.36400 12 1.9530 0.38231 13 2.2500 0.40138 14 2.5020 0.45606 15 2.6460 0.51653 16 2.8170 0.54090 li 2.9970 0.62184 IS 3.2130 0.65908 19 3.4653 0.76625 20 4.0950 1.31415 21 4.2930 1.53636 22 4.5000 1.67413 23 8.2260 2.20619 24 10.0540 2.20619

25 11.6490 1.92336 26 14.5530 1.26299 21 17.3410 1.02711 28 18.4250 0.86234 29 22.0000 'O.61021 30 39.5000 0.45491 J

IHSt-REIINID RESPONSE SPECIRA FOR SAIECUARDS DEDC. ; SET No. = 16 fl 00R RESPONSE SPICIRA IOR SSE; COHPONINI AY ; DAMPlNG = 0.03 FICURE No. 458-8 DIRECI10N 2 AT ELEVAil0N 713.50 FEET NO. OF SPECTRA = l i

s. ;

BROADECED SPECIRUN FOR NODE = 458 DEGREE CF IREEDOM = 2 NUMBER CF CRIDS = 30 DAMPING VALUE = 0.030 .

1 0.9000 0.17312 2 0.9990 0.17868 3 1.0620 0.20985 4 I.1250 C.21600

5 1.2870 0.21816 6 1.3230 0.25565 7 1.3680 0.28222 8 1.6254 0.28222 9 1.6650 0.30011 to 1.7280 0.31099 11 1.8000 0.36055 12 1.9530 0.37828 -

13 2.2500 0.39401 14 2.5020 0.44262 15 2.6460 C.50215 16 2.8170 0.52215 ,.

17 2.9970 0.59193 18 3.2830 0.62579 19 3.4650 0.71749 20 4.5000 1.44560 21 5.6250 1.72993 22 8.2260 2.05949 23 10.0540 2.05949 24 11.6490 1.75788 25 14.5530 1.09522 26 17.3410 0.85375 27 18.4250 0.71782- 28 22.8690 0.53554 29 23.7050 0.52921 30 39.5000 0.41378

)

IUSB-RE F INED RESPONSE SPECTRA FOR SAFEGUAROS BLDG. ; SET NO. = 17 FLOOR RESPONSE SPECIRA FOR SSE; COMPONINI AZ ; DAMPlNG = 0.03 FIGURE NO. 451-B DIRECTION 3 AT ELEVAil0N 896.50 FEE! NO. OF SPECTRA = 1 BROADENED SPECTRUM TOR N00E= 451 DECREE 0F FREEDOM = 3 NUMBER OF GRIDS = 35 DAMPING VALUE = 0.030 1 0.9000 0.24710 2 0.9450 0.25620 3 1.0023 0.25620 4 1.0620 0.30632 5 1.2870 0.32908 6 1.3680 0.38506 7 f.4172 0.38806 8 1.4490 0.40702 9 1.5030 0.42421 10 1.5787 0.42427 11 1.61)J 0.44450 12 1.8720 0.59296 13 2.1420 0.62311 14 2.3670 0.66628 15 2.5188 0.66628 16 2.9970 0.85509 17 3.2150 0.85509 18 3.4650 1.03234 19 3.7530 1.32504 20 4.4670- 2.36406 21 4.5000 '2.40151 22 5.2441 2.40151 23 5.6250 3.03918 24 8.2440 3.67905 25 10.0160 3.67905 26 10.5270 3.38126 2T 11.0000 2.61731 28 11.6490 2.03860 29 14.6630 1.40186 30 16.4230 1.29468- 31 18.4186 1.06649. 32 19.2094 1.06649 33 19.3950 1.08242 34 23.7050 1.08242 35 39.5000 0.63654 3

IUSI-REFINED RESPONSE SPECTRA FOR SAFEGUARDS BLDG.; SET NO. = 18 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENI AZ ; DAMPING = 0.03 FIGURE No. 452-8 DIRECil0N 3 AT ELEVATION 873.50 F((T NO. OF SPEC 1RA = 1 BROADENED SPECTRUM FOR N00E= 452 DEGREE OF FREEDOM = 3 NUMBER OF CRIDS = 34 DAMPING VALUE = 0.030 1 0.9000 0.25023 2 0.9450 0.26051 3 1.0007 0.26051 4 1.0620 0.31181 5 1.2870 0.33407 6 1.3680 0.39341 7 1.4490 0.40902 8 1.5030 0.42580 9 1.5721 0.42580 10 1.8120 0.59671 11 2.1420 0.62481 12 2.3670 0.66562 13 2.6460 0.72522 14 2.9970 0.86041 15 3.2130 0.88142 16 3.4650 1.05966 17 3.7530 1.37478 18 4.3810 2.50468 19 4.5000 2.56790 20 5.3066 2.56790 21 5.6250 3.05313 22 6.3720 3.24353 23 8.2440 3.50694 24 10.076b 3.50694 25 10.5270 3.19080 26 10.9845 2.55093 27 11.6490 2.55093 28 14.6630 1.59176 29 16.4230 1.57552 30 17.3410 1.42113 31 18.4250 1.22498 32 20.4050 1.09746 33 22.0000 0.88151 34 39.5000 0.67173 1

10SI-REFINED RESPONSE SPECTRA 90R SAFEGUAltDS BLDG.; SE1 NO. = 19 ft00R RESPONSE SPECIRA 50R SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE NO. 453-B DIRECT 10N 3 AT ELEVAil0N 852.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E= 453 DEGREE OF FREEDOM = 3 NUMBER OF GRIDS = 35 DAMPING VALUE = 0.030 I b.9000 0.24681 2 0.9450 0.25747 3 0.999T "0.25747 4 1.0620 0.30883 5 1.2810 0.32834 6 1.3680 0.38671 7 1.5030 0.41517 8 1.5692 0.41517 9 1.8720 0'.58119 10 2.2500 0.61331 Il 2.6460 0.6833T 12 2.8170 0.75012 13 2.99/0 0.80053 14 3.2130 0.81971 15 3.4650 0.96137 16 3.7530 1.23177 11 4.0950 1.85011 18 4.4280 2.11839 19 4.5000 2.22965 20 5.3388 2.22965 21 5.6250 2.56166 22 6.3720 2.64190 23 7.4970 2.67150 24 9.1630 2.67150 25 10.0760 2465806 26 10.8528 2.30412 21 11.6490 2.30412 28 14.5530 1.42834 29 16.4230 1.32051 30 17.3470 1.20325 31 18.4250 1.04001 32 20.4050 0.95588 33 22.1134 0.19285 34 23.7050 0.79285 35 39.5000 0.59152 1

IHSI-ItEllNEU RLSPONSE SPECTRA IOR SAllCUAHDS BLDG.; SEI NO. = 20 ft00R RESPONSE SPECTRA f0R SSf; COMPONENT AZ ; DAMPlNG = 0.03 6'

0*

_-~ _ __ -

No. OF SPECTRA a =

FICURE NO. 454-B DIRECilON 3 AT ELEVATION 831.53 FEET 1 i-i BROADEMEO SPEC 1 RUM FOR N00E= 454 DFGREE OF FREE DOM = 3 NUMBER OF CRIDS = 34 DAMPING VALUE = 0.030 ~

1 0.9000 0.24076 2 0.9450 0.25145 3 0.9993 0.25145 4 1.0620 0.30276 '

5 1.2810 0.31986 6 1.3680 0.37330 7 1.5030 0.39132 8 1.5664 0.39732 9 1.8720 0.55596 10 2.1420 0.56176 11 2.2500 0.58056 12 2.6460 0.61863 13 2.8170 0.68326 14 2.9970 0.71163 15 3.2130 0.71955 16 3.4650 0.80706 li 3.7530 1.00152 18 4.0950 1.43569 19 4.2930 1.66003 20 4.5000 1.67688 21 5.4381 1.67688 22 5.6250 1.80463 23 6.8750 2.07580 24 9.5310 2.07580 -

25 11.6490 1.66188 26 14.6630 0.98781 27 16.4230 0.78843 28 17.3470 0.76507 29 18.1443 0.69321 30 20.4050 0.69321 31 22.0000 0.62262 32 22.4541 0.58890

, 33 23.7050 0.58890 34 39.5000 0.44443 TUSB-REFINED RESPONSE SPECTRA FOR SAFECUARDS 8tDG.; SET NC. = 21 FIDOR RESPONSE SPECIRA f0R SSE: COMPONLNT AZ ; DAMPING = 0.03 FIGURE NO. 455-8 DIRECiloN 3 AT ELEVATION 810.50 TEET NO. OF SPECTRA = 1 BROADENED SPECfRUM.FOR N00E= 455 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 30 DAMPING VALUE = 0.030 1 0.9000 0.23601 2 0.9450 0.24712 3 0.9990 0.24879 4 1.0620 0.29843 5 1.2810 0.31826 6 1.3680 0.36322 7 1.5030 0.38260 8 1.5642 0.38260 4

9 1.8720 0.53476 10 2.1635 0.53476 11 2.2500 0.55703 12 2.6460 0.56088 11 2.8170 0.63449 14 3.4650 0.67878 15 3.7530 0.81788 16 4.0950 1.09094

. 17 4.2930 1.22475 18 4.5000 1.24029 19 5.5000 1.24029 20 6.8750 1.46050 21 9.5310 1.46050 22 11.6490 1.26953 23 14.6630 0.78637 24 17.3470 0.64899 I 25 18.2866 0.59488 26 20.4050 0.59488 27 22.0000 0.50639 28 22.8690 0.44584 29 23.7050 0.44245 30 39.5000 0.33479 IUSidREFINED RESPONSE SPECTRA FOR SAFECUARDS BLDG.; SET No. = 22 F100R RESPONSE SPECTRA f0R SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE No. 456-8 DIRECTION 3 AT ELEVATION 790.50 TEET No. OF SPECTRA = 1 BROADENEO SPECIRUM FOR N00E= 456 DFCREE OF FREEDOM = 3 NUMOER OF CRIDS = 30 DAMPlNG VALUE = 0.n30 1 0.9000 0.24171 2 0.9450 0.25931 3 0.9990 0.26118 4 1.0620 0.31345 5 1.2194 0.31345 6 1.3230 0.33795 7 1.3680 0.37922 8 1.5030 0.37188

9 1 6110 0.40991 to 1.6650 0.44005 11 1.8720 0.54457 12 2.2334 0.54457 i 11 2.2500 0.54869 14 2.7331 0.54869 15 2.8370 0.58229 16 2.9970 0.58396 l 17 3.5828 0.58396 18 4.0950 0.72133 19 4.2930 0.74425 20 4.5000 0.74498 21 5.5000 0.74491 22 9.5310 0.81562 23 11.6490 0.81562 24 14.6630 0.54599

! 25 17.3470 0.48432 26 20.4050 0.44013 2T 22.0000 0.36977 28 22.6190 0.33437 29 23.7050 0.33437 30 39.5000 0.22994 IUSI-RLFINED RESPONSE SPECTRA IOR SAFECUARDS BLDG.; SET NO. = 23 F100R RESPONSE SPECiltA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 e

FIGURE NO.* 457-B 01RECI10N 3 AT ELEVATION 785.50 TEET No. OF SPECTRA = 1 l DHOADINED SPECTRUM IdR N00E= 457 DECREE Of FREEDOM = 3 NUMBE R OF CR I DS = 30 DAMPING VAlUE = 0.030 0.24711 0.9450 0.25853 0.9990 0.26040 4 1.0620 0.31252 I 0.9000 2 3 5 1.2198 0.3125? 6 1.3230 0.33695 7 1.3680 0.31828 8 1.5030 0.39078 9 1.6110 0.406?J 10 1.6650 0.43816 11 1.8720 0.54299 12 2.2330 0.54299 13 2.2500 0.54121 14 2.7378 0.54T21 15 2.8870 0.58068 16 3.6485 0.58068 IT 3.7530 0;6061F 18 4.0950 0.68057 19 4.2930 0.69348 20 4.5000 0.69510 21 5.5000 0.69510 22 9.5310 0.78570 23 11.6490 0.78570 24 14.6630 0.53547 25 17.3410 0.46848 26 20.4050 0.42346 27 22.00E0 0.35412 28 22.54F1 0.32465 29 23.7050 0.32465 30 39.5000 0.22060 IUSI-REllNED RESPONSE SPECTRA FOR SAFECUARDS BlDC.; SET No. = 24 fl00R RESPONSE SPECIRA IOR SSE; COMPONENI AZ ; DAMPlNG = 0.03 4

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FICURE ggo,. g$,,

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ll8t0ADENf6 0,9000 SPECTRupt IN 8000r. s,.I 110. Of s gG1 ,g .

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5 f.2:a3 0.30796 s.u- 0.030 9 f.6sto 0.40265 to 1.6650 0.43241 si . m .... . . w sst = ,, gip *6 33 2.2500 0.53956 14 2.7379 0.53956 15 2.8170 0.57248 16 3.4430 0. 5 724a 37 3.6630 0.57076 18 3.7458 0.56015 19 3.7530 0.56015 20 4.0950 0.56085 28 4.5000 0.60170 22 5.4426 0.60170 23 5.6250 0.62298 24 9.5310 0.73122 25 11.6490 0.73122 26 14.6630 0.52189 27 1?.3470 0.43507 28 20.4050 0.38613 29 22.0000 0.3:984 30 22.3484 0.30387 31 23.7050 0.30387 32 39.5000 0.19798 e

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ML20094A422

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