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Refined Response Spectra for Fuel Bldg
	ML20094A572
Person / Time
Site:	Comanche Peak
Issue date:	12/31/1982
From:	; GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.)
To:	;
Shared Package
ML20094A400	List: ML20094A396; ML20094A422; ML20094A439; ML20094A559; ML20094A572; ML20094A585; ML20094A599; ML20094A634;
References
	FFB-3R, NUDOCS 8411060469
	Download: ML20094A572 (56)
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5 REFINED RESPONSE SPECTRA FOR FUEL BUILDING

~

Presented herewith are the refined floor response spectra for the Fuel Building (references 2 and 3) based on existing response spectra (reference 1) and developed primarily for as-built piping analysis. These response spectra have been

f. refined based upon improved curve smoothing techniques by use of computer, instead of by hand. Therefore, undue Also,hand smoothing .and digitizing have been eliminated.

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

The results are presented in figures 433-B through 444-B and 409-B through 420-B which are summarized in Table nos.2 and

3. Also the digitized values of the same spectra are included at the end of the book.

L Each figure refers to a specific floor of the building, and contains three curves labeled Ax, Ay and Az, which represent

~

j the spectral accelerations in the x, y and z orthogonal '

I 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 directions respectively while Ay is in the vertical direction based upon the plant's general coordinate system.

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

References:

1. "Instructure Response Spectra for Fuel Building," Gibbs &

Hill report no. FFB-2R, October 1976.

2. "TUSI -

Refined Response Spectra for Fuel Building,"

calculation book no. FFB-1C, Rev. O

3. "TUSI -

Computer Output for Fuel Building," computer output file no. FMI-1P Set 5, Rev. O.

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[E H$3t TUSI-REFINED RESPONSE SPECTRAORHPING FOR FUEL = 0.03 BUILDING:

FLOOR RESPONSE SPECTRA FOR SSE: 825.00 ,

til 9- 6 AT ELEVAIION

! FIGURE NO. '

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AT ELEVATION 841.00 NO. OF SPECTRA u 1 FIGURE NO. 436-B CIRECTION 1 NUMBER OF GRIDS = 42 DAMPING VALUE a c.010 BROADENEO SPECTRUM TOR N00E= 436 DiCREE OF TREE 00M = 1 4 1.0620 0.18870 .

2 0.13730 3 1.0103 0.13730 1 0.9000 0.13130 0.98504 1.3230 0.20540 8 1.3680 0.28350 5 1.1250 0.19540 6 1.3831 0.19540 7 1.8720 0.40240 1.6920 0.28950 11 1.7280 0.32830 12 9 1.4049 0.28950 10 2.1420 0.43940 16 2.6180 0.43940 13 1.9530 0.40600 14 2.0999 0.40600 15 20 3.6630 0.50000 18 2.8170 0.42950 19 2.9970 0.50000 0.67680 17 2.6?92 0.42950 4.11T6 0.43I50 23 4.5000 0.67680 28s 5.3090 21 3.7923 0.43150 22 28 9.8510 1.39280 25 7.5600 1.51260 27 9.2400 1.57260 25 7.4970 1.49100 11.4070 0.72040 32 13.3830 0.53430 29 10.4280 1.39280 30 11.0000 0.84430 31 36 22.6380 0.41190 34 19.2940 0.58330 35 20.0750 0.49490 33 16.0160 0'.53430 32.5490 0.168t:0 40 34.7376 0.14790 37 24.6620 - 0.27150 38 31.0865 0.1688:0 39 41 37.1580 'O.14790 42 44.0000 0.14620 1

SET NO. = 13 IUSI-REFINED RESPONSE SPECIRA FOR FUEL BUIEDINC; FLOOR RESP 0MSL SPECIRA TOR 1/2SSE; COMPONENI AX ; DAMPING = 0.01 NO. OF SPECTRA = 1 437-8 DIRECTION I AT ELEVATION 825.00 FICURE NO.

NUMBER OF CRioS r. as3 DAMPING VALUE = 0.010 BROADENED SPECTRUM FOR N00E= 437 DECREE OF FREEDON = 1 4 1.0620 0.18840 0.13100 2 0.98s5 0 0.13700 3 1.0102 0.13700 0.28250 1 0.9000 1.3833 0.19490 7 1.3230 0.208s60 8 1.3680 5 1.1250 0.19490 6 12 1.8720 'O.39960 0.28860 1.6928 0.28860 11 1.7280 0.32610 0.43470 9 1.4040 to 0.40250 15 2.1420 0. 84 3 t: 70 16 2.6180 13 1.9530 0.40250 14 2.1005 20 3.6630 0.48940 18 2.8170 0.42210 19 2.9970 0.18940 8

i 17 2.6317 0.42270 0.41712 23 4.5000 0.64300 24 5.3786 0.64300 21 3.8019 0.41710 22 4.1188 1.29980 28 10.0725 1.09190

.0.73250 26 7.5600 1.2998; 27 9.2400 25 5.6250 0.64970 31 11.4070 0.54360 32 13.0144 0.54360 29 10.4280 1.09190 30 11.0000 36 20.0750 0.45250 0.56610 34 16.0160 0.56610 35 19.2940 0.48830 1 33 13.1040 0.23710 39 31.5149 0.14780 40 32.5490 0.14780 I 37 22.6380 0.36900 38 24.6620 0.I3320 0.13730 42 37.1580 0.13730 43 848s.0000 i' 41 34.5232 1

i SET NO. = 16 TUSI-RET 19tEO RESPONSE SPECIRA FOR FUEL BUILDINC; FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.01 NO. OF SPECTRA = 1 j

438-8 DIftECTION 1 AT ELEVATION 810.50 TICURE NO.

1 NUMBER OF CRIDS = 41 DAMPING VALUE = 0.010 BROADENEO SPECTRUM FOR NODE = 438 DECREE OF FREEDOM = 4 1.062f' O.18820 2 0.9450 0.13680 3 1.0102 0.13680 1 1 0.9000 0.13080 0.19430 7 1.3230 0.20380 8 1.3680 0.28170 5 1.1250 0.19430 6 1.3832 12 1.8720 0.39690 0.28180 10 1.6935 0.28180 11 1.7280 0 . 3 28:20 9 1.4040 0.39940 15 2.1420 0.43040 16 2.6180 0.43040 13 1.9530 0.39940 14 2.1014 20 3.6630 0.48000 f

2.6342 0.41630 18 2.8110 0.41630 19 2.9970 0.848000 17

0. 40r:10 23 4.5000 0.61260 2 88 5.4468: 0.6126C 21 3.8109 0. 8:0410 22 4.1203 1.01310 28 10.4280 0.87340 0.66890 26 7.5600 f.01310 27 9.2400 25 5.6250 0.50160 31 11.9970 0.52520 32 12.8961 0.52520 29 11.0000 0.50160 30 11.2233 36 20.0750 0.40260 0.58120 34 I6.0860 0.58720 35 19.2940 0.44110 33 13.108:0 39 24.6620 0.21880 40 32.5490 0.13310 3F 22.0000 0.34840 38 22.6380 0.32900 41 44.0000 0.12l00 l SET No. = 2 IUSl-REilNED RESI'OMSE SPICIRA FOR IUt t DUllDINC; TE00R ftESPONSL SPECIRA IOR 1/2SSE; CONPONENI AY ; DAMPING = 0.01 NO. OF SPECTRA = 1 833-8 DIRECTION 2 AT ELEVATION 988.00 FOCURE NG.

2 NUMSIR OF CRIDS = 8:0 DAMPING VALUE = 0.010 BROADE NE O SPECT RUM F OR N00E = 4 3 3 OfCREE OF fill f DOM = 1.0620 0.13630 0.09650 2 0.9450 0.09610 3 1.0034 0.09670 4 1 0.9000 1.3230 0.15810 8 1.3680 0.20500 5 0.13940 6 1.2903 0.1398so 7 0.26900

' 1.1250 10 f.8000 0.268s30 Il 1.8720 0.26900 12 2.06:40 9 1.7073 0.20500 15 2.5020 0.31380 16 2.6s97 s 0,31380 g 13 2.1420 0.28390 14 2.as 526 0.28390

08 i ,

s

19 3.7530 0.57000 20 4.3418 0.57000 2.9970 0.45380 18 3.5952 @.45380 24 7.2090 1.30690 17 5.4275 0.66390 23 6.4260 1.11160 21 4.5000 0.66390 22 1.89870 28 10.7697 1.83430 1.60250 26 8.5320 f.89110 27 10.4280 1.95610 25 7.5600 1.98170 31 15.6200 1.98170 32 15.6420 29 12.6276 1.83430 30 12.7800 0.67750 36 22.3985 0.$5410 "1.51020 34 19.2940 0.82460 35 22.0000 0.44930 33 16.0160 0.44930 39 37.1580 0.44930 40 44.0000 37 24.6620 0.55410 18 28.0316 1

SET NO. = 5 1USI-REFINED RESP 000SE SPECTRA #0A FUEL. BulEDINC; FLOOR RESPostSE SPECTRA IOR 1/2SSE; COMP 008ENT AY ; DAMPipeG = 0.01 NO. OF SPECTRA = 1 434-8 OIRECTION 2 AT ELEVATl001 899.50 FIGURE 100.

80 UMBER OF CRIDS = 42 DAMPl81G VALUE = 0.010 DECREE OF f REEDOM = 2 0.13600 BROADENED SPECTRUM FOR N00E= 434 0.09610 f.0036 0.09670 4 1.0620 0.9000 0.09640 2 0.9450 3 0.15880 8 1.3680 0.20500 1

0.13940 6 1.2906 0.13940 7 1.3230 0.26950 5 1.1250 0.26470 1.8720 0.26950 12 2.0627 9 1.70F0 0.20500 10 1.8000 Il 0.31490 16 2.6476 0.31490 0.28470 14 2.4524 0.284T0 15 2.5020 0.57440 13 2.1420 0.45740 19 3.7530 0.57440 20 4.3340 IF 2.99F0 0.45740 18 3.5951 0.76670 24 6.4260 1.19490 0.6F580 22 5.4292 0.67580 23 5.6250 1.93470 21 4.5000 1.85710 27 8.4262 1.85770 28 8.5320 '

25 7.2090 1.468'O 26 7.5600 1.96250 32 11.5379 1.92800 1.93470 30 9.3330 f.96250 31 11.4070 0.86030 29 9.3261 1.90550 35 16.0160 1.51320 36 19.2940 33 15.6200 1.92800 34 15.6420 0.56270 40 29.3193 0 39110 0.71610 38 22.5558 0.56270 39 24.6620 37 22.0000 0.39110 41 37.1580 0.39110 42 44.0000 1

SET NO '= 8 IUSt-REFileED RESP 0815E SPECIRA FOR f utt BUIEDistC; -

FLOOR RESP 006SE SPECTItA IOR 1/2SSE; COMP 000ENI AY ; OAMPif0G = 0.01 860.00

90 0 . OF SPECTRA = 1 FICURE NO. 435-8 DIRECTION 2 AI ELEVAiloft 2 80UM8ER OF CR f DS = 38 DAMPlNG VALUE = 0.010 DECREE OF IREE00M = 1.0620 0.13610 8000ADE8eED SPECIRUM FOR 9000E= 435 2 0.9450 0.09660 3 1.0036 0.09660 4 1 0.9000 0.0 % 40 1.3230 0.15850 8 1.3680 0.20470 1.1250 0.13960 6 1.29:2 0.13960 7 2.0628 0.26820 5 1.8000 0.26380 11 1.8720 0.26820 12 9 1.7077 0.204F0 to 0.28320 15 2.5020 0.31250 16 2.6500 0.31250 13 2.1420 0.28320 14 2.4533 0.56330 20 4.3421 0.56330 18 3.5988 0.45360 19 3.7530 17 2.9970 0.45160 0.65540 23 6.4260 1.11060 24 7.2090 1.35600 21 4.5000 0.65540 22 5.4141 1.77380 28 11.4070 1.77380 1.73010 26 9.3287 1.73010 21 9.3330 0.65640 2* F.5600 1.64030 31 16.0160 1.26300 32 19.2940 27 11.9263 1.64010 30 15.6200 0.40180 36 32.5490 0.21270 0.53370 34 22.6380 0.40900 35 24.6620 33 22.0000 0.18T10 37 34.8150 0.20T20 38 44.0000 1

SET NO. = 11 TUSt-REf WID RESP 000SE SPECIRA FOR IUEL BUIEDINC; fEOOR RESP 0 HSE SPECTRA FOR 1/2SSE; COM 090ENT AY ; DAMPING = 0.01 841.00 NO. OF SPECTRA = 1 436-8 DIRECTIDM 2 AT ELEVATIO81 IICURE NO.

2 NUM8fR OF CRIDS = 38 DAMPINC VALUE = 0.010 BROADEteED SPECTRUM EOR N00E= 436 OfCREE OF IRffDOM = 0.13610 0.9450 0.09650 3 3.0034 0.09650 4 1.0620 1 0.9000 0.09640 2 1.3230 0.15830 8 1.3680 0.20450 5 1.1250 0.13930 6 1.2908 0.13930 F 12 2.0635 0.26780 1.8000 0.26340 11 1.8120 0.26180 9 1.F0FF 0.20450 to 0.28260 15 2.5020 0.31190 16 2.6507 0.31190 2.1420 0.28260 14 2.4533 0.56160 13 18 3.5985 0.45030 19 3.7530 0.56160 20 4.3458 17 2.99T0 0.45nlo 0.65060 23 6.4260 1.07330 24 7.2090 1.26660 21 4.5000 0.65060 22 5.4394 1.64510 28 11.4070 1.64510 1.59400 26 9.3888 1.59400 27 9.3330 25 7.5600 f.58570 31 16.0160 1.11130 32 19.2940 0.59910 29 11.6486 -1.58510 30 15.6200 36 24.6620 0.34230 0.54040 34 22.0000 0.4F840 35 22.6323 0.34230 33 20.1080 37 32.5490 0.18920 38 44.0000 0.11610 1

SET No. = 14 ,

IUSt-REIINEO RESPONSE SPECIRA FOR IUEL BUIEDING;

1 I

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1 NUMBER OF GRIOS = 41 OA MPilIG Y; Life e C.020 mm-IIED SPECTRest Felt le00E= 4t2 DECREE of IREEDOM = 0 1.0620 0.16300 0.12310 2 0.9450 9.12850 3 1.0055 0.12850 0.23260 1 0.9000 7 1.6116 0.21850 8 1.6650 5 1.2934 0.16300 6 1.3680 0.21850 0.32170 12 2.1420 0.32430 .

p.26Fl0 10 1.8120 0.32870 11 2.8306 O.37900 9 1.7280 0.34370 15 2.9970 0.37900 16 3.6630' 13 2.6406 - 0.32430 14 2.8170 0.36140 20 4.5000 0.45560 0.36120 18 3.7530 0.36320 19 4.0950 1.20110 17 3.7439 0.65100 23 6.4260 0.86290 24 7.2090 21 5.0864 0.45560 22 5.6250 1.22610 28 9.9800 1.01720 1.23880 26 9.1630 1.23880 27 9.2400 0.42570 25 7. ae9 70 0.687>0 31 11.40F0 0.59360 32 13.8825 29 10.4200 1.01720 30 11.0000 0.41450 36 22.6380 0.34280 34 17.1015 0.41450 35 20.0750 0.14870 33 16.0160 - 0.h2570 0.15960 39 34.2500 0.14870 40 37.1580 37 24.6620 0.22340 38 32.5490 41 44.0000 0.14620 1

SET 100. = 13 1951-REFIIIED RESPOIISE SPECTRA FOR IUEL 80tLDING:

FLOOR RESPOISSE SPECIRA IOR 1/2SSE; C000PoetENT AM ; DA80Pl800 = 0.02 825.00 No. OF SPECTRA = 1 443-8 DIRECil006 1 AT ELEVATICII F ICultE 100.

1 IOUMBER OF GillDS = 37 DAMPIIIG VALUE = 0.020 OfCREE OF FREEDOM u 4 1.0620 0.16280 SROADEIIED SPEC 11tuM _f 0R le00E= 443 2 0.9450 0.12830 3 1.0055 0.12830 1 0.9000 0.12290 1.6369 0.21790 8 1.7280 0.26520 1.2932 0.16280 6 1.3680 0.21790 7 2.7182 0.32070 5

2.1351 0.38920 11 2.1420 0.32070 12 9 1.8F20 0.31920 le 3.6630 0.37080 16 3.7553- 0 34980 13 2.8170 0.33940 14 2.9970 0.37080 15 0,43240 20 5.6250 0.58880 0.34980 18 4.5000 0.43240 19 5.1242 1.03360 IF 4.0969 1.01000 23 7.4970 1.03360 24 9.1630 21 6.4260 0.75630 22 7.2090 0.81530 28 11.0000 0.53970 1.01500 26 10.0TT3 0.81530 27 10.4280 0.37310 25 9.2400 0.44500 31 16.0160 0.445G0 32 18.6285 29 11.3740 0.45440 30 11.7816 0.20530 36 32.5490 0.14200 0.3T310 34 22.6380 0.30750 35 24.6620 33 20.0750 37 44.0000 0.13380 1

SET NO. = 16 1USI-REFl#EO RESP 00tSE SPECIRA FOR FUEL SUIL0lsec; FLOOR RESPOISSE SPECTRA 50R 1/2SSE; COMP 0stENI AM ; DAMPileG = 0.02 810.50 No. OF SPECTRA = 1

. 444-8 OIRECil0N 1 AT ELEVAil0II FIGURE No.

80UM8ER OF GRIDS = 39 DAMPipeG VALUE = 0.020 DEGREE OF FREEDOM = 1 80t0ADESIED SPECTRUM FOR 8000E= 444 1.0052 0,12800 4 1.0620 0.16260 0.9000 9.122F0 2 0.9450 D.12800 3 1.7280 0.26350 1

6 1.3680 0.21730 -7 1.6188 0.21730 8 5 1.2929 0.16260 2.1420 0.31750 12 2.7224 0.31750 9 1.8720 0.31690 10 2.1392 0.31690 Il 3.7675 0.33950 14 2.9970 0.36340 15 3.6630 D.36340 16 13 2.8170 0.33540 0.41160 19 5.1637 0.41160 20 5.6250 0.53470 17 4.1003 0.33950 18 4.5000 0.86240 24 9.1630 0.86200 22 7.2090 0.86240 23 8.8110 21 6.4260 0.66530 0.65500 27 11.0000 0.41790 28 11.1106 0.40410 25 10.1596 0.65500 26 10.4280 0.44640 32 19.0143 0.33120 0.40410 30 13.1040 0.44640 31 16.0160 29 12.8025 0.29900 35 22.6380 0.27540 36 24.6620 0.19830 33 20.0750 0.33I20 34 22.0000 0.12520 0.13240 38 34.8150 0.13150 39 44.0000 37 32.5490 1

SET 100 = 2 10SI-REFIIOED RESPostSE SPFCTRA FOR FUEL SultDiffC; FLO0ft RESP 000SE SPECIRA IOR 1/2SSE; COMPostENI AY ; DAMPit0G = 0.02 918.00 No. OF SPECiftA = 1 F IGURE 100. 439-8 DIRECIl0M 2 At ELEVAiloft 2 89UMBIR OF CPIDS = 43 DAMPif0G VALUE = 0.020 BROADENED SPECTRUM FOR 8000E= 439 OfGRfE of (RfEDOM = 4 1.0620 0.11450 2 0.9450 0.08960 3 0.9990 0.08970 1 0.9000 0.08920 7 1.3230 0.14160 8 1.3680 0.16560 5 1.1250 0.11840 6 1.2920 0.I1840 0.21620 12 2.4013 0.23620

.30 1.8000 0.20830 Il 2.0430 9 1.6674 0.16560 2.8170 0.28400 16 2.9970 0.33180 2.5020 0.23900 14 2.6460 0.26960 15 20 4.5000 0.47740 13 3.1530 0.45220 19 4.3162 0.45220 IF 3.4912 0.33180 18 23 6.4260 0.88420 24 7.5600 1.24670 21 5.154F 0.4FF40 22 5.6250 0.58100 3.46820 28 10.8478 1.32940 1.36010 26 8.5320 3.46820 21 10.4280 25 8.3340 1.32650 31 11.5046 1.31430 32 12.7800 1.31430 29 11.3740 1.32940 30 11.40F0 W D

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,a 2 NUMBEQ OF GRICS = 40 DANPlf0G VALUE = @.023 8R040EIIED SPECTRest FOR IIODE= 443 DECREE CF FREEDOM = 1.0620 S.11420 2 0.9450 0.08950 3 0.9990 0.08950 4 1 0.9000 0.08980 0.11830 1.3230 0.14110 8 1.3680 0.16510 5 1.1250 0.11830 6 1.2928 T 2.4047 0.21500' 0.16510 to 1.8000 0.20720 11 2.0430 0.21500 12 9 1.6684 0.28100 16 2.9970 0.32800 13 2.5020 0.23680 14 2.6460 0.26640 15 2.8170 4.5000 0.46490.

18 3.7530 0.44400 19 4.3914 0.44400 20 17 3.4991 0.32800 7.5600 1.18290 24 9.2400- 1.18290 21 5.1692 0.46490 22 5.6250 0.55830 23 28 11.4070 1.11930 1.12FF0 26 10.4200 1.12FF0 2F 10.4950 1.19930 25 9.6806 1.08900 12.7980 1.01980 32 15.6420 1.01980 29 12.1357' 1.01900 30 12.7800 38 22.0000 0.36170 34 19.2940 0.50670 35 20.1080 0.41190 36 33 16.0160 0.86690 32.5490 0.18370 40 44.0000 0.17340 37 22.6380 0.30920 38 24.6620 0.28470 39

'1 SET 800. = 17 TUSI-REFIIIED RESPOIBSE SPECTRA FOR FUEL SUILDIIeG; a FLOOR RESP 00tSE SPECTRA FOR 1/2SSE: CoseP000ENT AY ; DAMPIIIC = 0.02 NO. OF SPECTRA = 1 FIGUftE 500. 444-8 OIRECTIOff 2 AT ELEVAfl0ft 810.50 2 IIUMBER OF GRIOS = 39 - DAMPlafG VALUE = 0.020 8ROADEleED SPECTItWM IOft 1000E= 444 DEGREE OF IREEDOM = 1.0620 0.11430 0.08940 0.9990 0.0894G 4 1 0.9000 0.08900 2 0.9450 3 0.14080 8 1.3680 0.16470 1.1250 0.11820 6 f.2927 0.11820 7 1.3230 5

1.8000 0.20610 11 2.0430 0.21420 12 2.4074 0.21420 9 1.6692 0.16470 to 0.26420 15 2.8370 0.27940 16 2.9970 0.32480 13 2.5020 0.23as90 14 2.6460 20 4.5000 0.45470 18 3.7530 0.43820 19 4.4098 0.43820 17 3.4997 0.32480 0.53070 23 6.4260 0.77780 24 7.5600 1.07180 21 5.20F9 0.45470 22 5.6250 1.07790 28 11.4070 1.04250 1.07180 26 8.5320 1.07790 27 10.4280 25 8.5133 0.96730 31 15.6420 0.96600 32 16.0160 0.81280 29 12.0096 0.96F30 30 15.6200 0.32590 36 22.6380 0.28450 0.46090 34 20.1080 0.3F120 35 22.0000 33 19.2940 0.170F0 39 44.0000 0.16530 37 32.5490 0.171tle 38 31.1580 ,

1

. SET 100. = 3 IUSI-REFIIIED RESPOIISE SPECTRA FOR IUEL SUILDlIIG; FLOOR RESPOIISE SPECTRA FOR 1/2SSE: CoseP000ENT AZ ; OAMPIIIC = 0.02 110. OF SPECTRA =

FIGustE No. 439-8 OIRECil006 3 AT ELEVAil000 918.00 1 3 IIUMBER OF GRIDS = 39 DAMPIIGC VALUE = 0.020 DECREE Of FREEDOM = 0.16510 8100ADEIOED SPEC 1 RUM FOR IeODE= 439 2 0.9450 0.13130 3 1.0068 0.13130 4 1.0620 0.9000 0.12490 0.22490 8 1.5896 0.22as90 1

1.2905 0.16510 6 1.3680 0.22290 7 1.4040 5 ' 1.8720 0.33490 11 2.1060 0.33490 12 2.1420 0.34320 9 1.7200

0.27850 10 2.8170 0.36140 16 2.9970 0.43040 13 2.6120 0.34320 14 2.6460 0.34750 15 4.0950 0.43060 18 3.6993 0.42320 19 3.7530 0.42320 20 17 3.6630 0.43040 23 5.6250 1.00620 24 6.4260 1.45820 21 4.5000 0.57590 22

5.0040 0.59590 28 2.64730 26 9.2400 2.81550 2F 9.4232 2.64F30 11. In070 25 7.5600 2.81550 0.89990 31 17.1998 0.89890 32 18.0000 0.91380 29 15.6200 0.96900 30 16.0860 32.5018 0.38770 0.93380 34 22.6380 0.90240 35 24.6620 0.59780 36 33 22.0000 0.34150 37 34.8150 '0.38F70 38 37.1580 0.35450 39 44.0000 1

SET NO. = 6 IUSI-REFIIIES RESP 0elSE SPECTRA IOR IUEL SUILDINC; DAMPIIGC;= 0.02 f LOOR RESPOIISE SPECTRA IOR 1/2SSE: COMP 000ENT AZ ; NO. OF SPECTRA = 1 FlcustE 100 440-8 DIRE Ci t ost 3 At ELEVAfl080 899.50 3 NUMRER OF GRIOS = 38 DAMf*f feG VALUE = 0.020 SROADENEO SPECTRUM FOR IeODE= 440 DiCREE OF FREEDOM = 4 0.16480 2 0.9450 0.13080 3 1.0064 0.13080 jl.0620 1 0.9000 0.12450 0.22370 8 1.6045 0.22370 0.16480 6 1.3680 0.22190 1 1.4040 5 1.2907 0.27580 11 1.8720 0.33160 12 2.1154 0.33160 9 1.6110 0.22570 10 1.7280 16 2.8170 0.35470 0.33130 14 2.6299 0.33730 15 2.6460 0.33910 13 2.1420 3.*6610 0.41740 19 3.1229 0.40590 20 3.7530 0.40590 1F 2.9970 0.41740 18 23 5.0040 0.55070 28 5.6250 0.90430 21 4.0950 0.41230 22 4.5000 0.54850 9.2400 2.39810 26 7.4970 2.34360 2T 7.5600 2.39810 28 25 6.4260 1.28120 2.15F50 31 15.6200 0.74370 32 16.0160 0.64690 29 9.5322 2.15F50 30 13.40F0 36 32.5490 0.29880 33 19.2694 0.58880 34 22.6380 0.58880 35 24.6620 0.39280 I

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NUMBER OF CRIDS = 37 DAMPINC VALUE o 0.020 BROADENED SPECTRUM FOR N00E= 412 DECREE OF FIEEDOM = 1 4 1.0620 0.32590 0.24620 2 0.9450 0.25720 3 1.0057 C.25720 1 0.9000 1.6112 0.43690 8 1.6650 0.46560 5 1.2931 0.32590 6 1.3680 0.43690 7 12 2.1420 0.64860 0.53440 10 1. 8 F20 0.64220 Il 2.1280 0.64220 9 1.7280 3.6630 0.75550 16 3.7568 0.72400 13 2.7119 0.64860 14 2.9910 0.75550 15 20 5.6250 1.28360 18 4.5000 0.90610 19 5.0995 0.90610 17 4.0950 . 0.F2400 2.28100 23 9.1630 2.21300 24 9.2400 2.16770 21 7.2090 -

2.14390 22 7.88910 28 11. 3 yse0 1.05750 1.65910 26 10.4280 1.65910 27 11.0000 1.15770 25 10.0744 0.78310 17.3286 0.75040 32 20.0750 0.75040 29 13.9846 0.F8310 30 16.0860 31 36 32.5490 0.29350 0.62160 34 24.6620 0.42200 35 31.5696 0.29350 33 22.6380 3F 44.0000 0.26500 1

SET 100 = 13 TUSl-REFIM D RESPONSE SPECTRA IOR FUEL BUILDINC; FLOOR RESPONSE SPECTRA 50R SSE: COMPONENT AX ; DAMPING = 0.02 NO. OF SPECTRA = 1 F I GURE 100. 413-8 DIRECTION 1 AT ELEVATION 825.00 1 NUMBER OF CRIDS = 36 DAMPING VALUE = 0.020 BROADENED SPECTRUM FOR N00E= 413 DECREE OF FREEDOM = 1.0620 0.32540 0.24570 2 0.9450 0.25660 3 1.0055 0.25660 4 1 0.9000 0.435F0 7 1.6170 0.as35F0 8 1.7280 0.53060 5 1.2929 0.32540 6 1.3680 0.64150 12 2.7168 0.64150 1.8720 0.63F40 10 2.8327 0.63740 11 2.1420 0.69990

.9 2.59F0 0.73960 15 3.6630 0.73960 16 3.7509 13 2.81F0 0.6F960 14 5.1325 0.860F0 20 5.6250 .1.16290 17 4.0950 0.69990 18 4.5000 0.860F0 19 24 10.1182 1.36850 22 7.49F0 1.84680 23 9.1630 1.84680 23 7.2090 1.83480 0.92330 27 13.4010 0.80510 28 13.0611 0.80510 25 10.4280 1.36850 26 11.0000 0.6782G 32 20.0750 0.67820 13.1040 30 16.0160 0.81550 31 18.6317 29 0.81550 0.36530 35 32.5490 0.26390 36 44.0000 0.24570 33 22.6380 0.55580 34 24.6620 1

SET NO. = 16 TUSI-RETIMO ItESPONSE SPECTRA TOR f u[1. BUILDING; TLOOR RESPONSE SPECTRA FOR SSE; COMPOOGENI AX ; DAMPING = 0.02 NO. OF SPECIRA =

FICURE NO.

414-8 OIRECT f 006 1 AT ELEVATION 810.50 1 NUM8ER OF CRIOS = 39 OAMPING VALUE = 0.020 BROADENED SPECTRUM FOR se00E= 414 DECREE Of TREEDOM = 1 1.0620 0.32500 0.24530 2 0.9450 0.25600 3 1.0053 0.25600 4 1 0.9000 1.6189 'O.43e:50 8 1.7280 0.52710 5 1.292F 0.32500 6 f.3680 0.43450 7 0.63500 12 2.7211 0.63500 0.63300 2.1373 0.63300 11 2.1420 9 1.8720 to 15 3.6630 0.12510 16 3.7675 0.67770 13 2.8170 0. 6 T140 14 2.99F0 0.72510 0.81980 20 5.6250 1.05740 0.6F7FO 18 4.5000 0.81980 19 5.1638 17 4.0950 -

8.8850 1.5F380 23 9.1630 1.54320 21s 10.1759 1.13160 21 7.2090 1.57380 22 27 11.6741 0.75930 28 11.9970 0.76620 25 10.4280 1.13160 26 11.0000 0.75930 0.60280 30 13.1040 0.81430 35 16.0160 0.81430 32 19.1935 29 12.8620 0. T6620 22.6380 0.48910 36 24.6620 0.34830 33 20.0750 0.60280 34 22.0000 0.52420 35 0.24510 38 34.8150 0.24400 39 44.0000 0.23090 37 32.5490 .

1 SET NO. = 2 TUSI-REf18eED RESPostSE SPECTRA FOR f uit RUIEDINC; TLOOR RESPONSE SPECTRA IOR SSE; COMPONfMI AY ; DAMPING = 0.02 NO. OF SPECTRA =

FOCURE 800. 409-8 OIRfCTION 2 AT ELEVAil0N 918.00 1 2 NIK98ER OF CRIDS = 42 DAMPINC VALUE = 0.020 BROADENED SPECTRUM IOR N00E= 409 DfCREE OF FRifDOM = 0.22900 2 0.9450 0.17930 3 0.9990 0.17930 4 1.0620 1 0.9000 0.1F830 0.28310 8 1.3680 0.33110 6 f.2923 0.23690 7 1.3230 5 1.1250 0.23690 0. 8e l200 12 2.as004 0.43200 9 1.66F4 0.33810 to I.8000 0.43610 11 2.0430 0.66310 0.53870 15 2.8110 0.56780 16 2.9910 13 2.5020 0.4FF80 84 2.6460 4.3F88 0.90420 20 4.5000 0.95340 18 3.F530 0.90420 19 17 3.496F 0.66310 23 1.72630 24 7.5600 2.31360 21 5.158T 0.95340 22 5.6250 1.15630 6.4260 2.44230 26 10.4280 2.64400 2F 10.7920 2.44230 28 11.3F40 .

25 8.5320 2.64400 2.52960 32 12.7980 2.53290 2.41740 30 12.6653 2.43F40 31 12.F800 29 II.40F0 35 19.2940 1.34390 36 20.1080 1.12630 33 15.6420 2.53290 3's 16.0160 2.11780 40 31.4173 0.56280 37 22.0000 1.01910 3P1 22.6380 0.85100 39 24.6620 0.85000 4

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NUMCER OF CRIDS = 36 DAMPING VALUE = 0.030 BROADEMED SPECTRUM IOR NODE = 415 DECREE OF FREEDOM = 1 4 1.0620 0.29280 0.9450 0.24730 3 0.9990 0.24750 1 0.9000 0.23460 2 1.4520 0.37980 8 1.5030 0.39980 1.2870 0.31150 6 1.3680 0.37980 7 12 2.1420 0.56430 5

1.8000 0.52400 II 1.8720 0.55750 9 1.5765 0.39980 to 2.9970 0.78370 16 3.6410 0.71370 2.2500 0.58980 14 2.5879 0.58980 15 6.4260 2.79420 13 0.9FF20 19 5.0040 1.20690 20 17 3.7530 0.76190 18 4.5000 23 9.1630 4.51610 24 9.6214 4.31510 7.2090 4.23500 22 7.4970 4.58610 28 15.5828 1.36250 21 26 11.0000 3.58440 27 11.3740 3.38900 25 10.4280 4.31510 20.0750 1.31660 32 22.0000 , 1.27530 29 16.0160 1.36250 30 16.7381 1.31660 31 36 44.0000 0.62540 0.83590 34 32.5490 0.67310 35 34.8150 0.66880 33 24.6620

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SET NO. = 4 TUSI-REFINED RESPONSE SPECTRA FOR IUEL BUILDING; FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPlNG = 0.03 NO. OF SPECTRA = 1 FIGURE No. 416-8 DIRECTION 1 AT [LEVAil0N 899.50 NUMBER OF CRIDS = 37 DAMPING VALUE = 0.030 0FCREE OF FREEDOM = 1 1.0620 0.29180 BROADENED SPECTRUM FOR M90E= 416 2 0.9450 0.24610 3 0.9990 0.24620 4 1 0.9000 0.23370 1.4506 0.31620 8 1.5030 0.39590 1.2870 0.38000 6 1.3680 0.37620 7 12 2.1420 0.55590 5

1.8000 0.51770 11 1.8720 0.55230 9 1.5758 0.39590 to 2.9970 0.69730 16 3.6537 0.69730 0.58280 14 2.5950 0.58280 15 6.4260 2.56940 13 2.2500 18 4.5000 0.93490 19 5.0040 1.14100 20 17 3.7530 0.73T00 23 9.1630 4.13310 24 9.2400 4.09770 21 F.2090 3.90210 22 7.4970 4.13310 3.12730 28 11.3740 2.94010 3.81130 26 10.4280 3.81130 27 15.0000 25 9.7768 1.17850 31 17.0245 1.11550 32 22.0000 1.11550 29 15.462T 1.17850 30 16.0160 0.59640 36 34.8150 0.58910 1.03030 34 24.6620 0.74630 35 32.5490 33 22.6380 37 44.0000 0.56040 D

SET NO. = 7 TUSI-R[ FINED RESPONSE SPECTRA FOR FUEL BUILDING; FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPlNG = 0.03 860.00 NO. OF SPECTRA = 1

'417-8 DIRECTION 1 AT ELEVAil0N FIGURE NO.

1 NUMBER OF CRlDS = 35 DAMPING VALUE = 0.030 DECREE OF FREEDOM = 1.0620 0.28890 BROADENED SPECTRUM FOR NODE = 417 2 0.9450 0.24210 3 0.9997 0.24270 4 0.9000 0.23090 1.4490 0.36380 8 1.5030 0.38120 1

1.2870 0.30450 6 1.3680 0.36240 7 2.2500 0.55530

. 5 1.8720 0.53220 11 2.172T 0.53220 12 9 1.5103 0.38120 10 2.9970 0.63340 16 3.7198 0.63340 2.6325 0.55530 14 2.8170 0.59860 15 20 5.0040 0.85560 13 4.0950 0.658F0 19 4.5000 0.75690 IT 3.1530 - 6.64300 18 23 7.2090 2.30150 24 7.4970 2.35260 28 5.6250 1.23500 22 6.4260 1.64360 28 11.0000 1.28990 26 10.0831 1.73100 27 10.4280 1.F3100 25 9.1630 2.35260 20.1080 0.68820 32 22.0000 0.61640 29 14.1527 0.68980 30 20.0750 0.68940 31 4

34 32.5490 0.30740 35 44.0000 0.29140 13 24.6620 0.40380 I

SET NO. = 10 IUSI-REFINID RESPONSE SPECTRA f0R FUEL BUl[ DING; FE00R RESPONSE SPECIRA TOR SSE; COHPONINI AM ; DAHPING = 0.03 841.00 NO. nr 3PECTRA = 1 418-B DIRECil0N 1 Al ILEVAll0N IIGURE NO.

NUMBER OF CRIDS = 39 DAMPING VALUE = 0.030 BROADINED SPECTRUM FOR N00E= 418 DECREE Of fREEDON = 1 4 1.0620 0.28820 q 0,23020 2 0.9450 0.24190 3 0.9993 0.24190 1 0.9000 O

l

)

m

OOOOOCCCCO @

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Ope.m =Cr= eweesm

=cm4@ @c~@m@2Nm -

P= P= c P= @ m N P=

Na= Nee >@

e P= s e m m e m e O.mNe=emm=2 ehmee-ass O. *= @ C e= C N N s 4 I N ,

u C N.M.e. c. N.O.@. e.N. O N. m. e. c. e. m. @. e. N. u C N. N. m. a. c. e. m. m. N. P=.

m. e. @. P= . #. m. @. m. ( OCOOOO=w-C COOOweOO M COOO=* COO ( OOOOO* COO E s E e-e- >

Q R N O N N Q N N

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=@ :

mem@

w w W A. N. P= .. .W. #. @. O. c. @. @. a. w. m. . =. W . O. c. e= . N. @. *. N. m. e. sn . o . . m. e. . . X. X. N. @.

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== N N P= @ N e ** N *= N O C N e m e C X

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H = N e C N O * *=

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= @ c e= @ e C a= m n-a=NOmeee a P= m m e= c P- @ m m*=en= ==mmca

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c M=

C . N. m. m. in. P=

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m. e. @. P= e. M. @. e. N.

. c . m. e. . m. e. . . N. -CCCCC=CCC =COOCCC===CC OOOO""COC ~OOOOOw* COO 5 5 5 O w C 6 8 te.O e O O O OSO COec M K000000000 C ECCCCOO CO e ECCCCCCOOCCC m C a* meCe N wemomemmem a wmmome= @N = wNeCCACmaNc0 e m O c W N @ c a= s e moc@C= ~@ m @ @ C e m C C m= 3 m c Mem CNem

m. e. N. e. @. =. a. c. en. e. c. N. @. O. S. . C. @. C.m.e.N.m.e.N.m @ . .@ . C.

a. =. m. e. N. M. O. @. @. E == == *= N N M P* = e N M

= N N M P= C @ N X EO*Nmem*ON E O

N M en e = @ X - - " "

== w N ' -"" ~~"

E_ E m>

m e= m e=

>= *= e m m P= = e m 04 *= m P= = e m m *= == e *= m e= == c o m P= == A N M a*w* ce- .m=NNmmma M *=

e m m

== == == N N m m m => == == *= N N m m O. (> e= = == N N m m C.>(

Ow OW Ow w - .e H had M 6.i e Ww

& N N O >= 0 e- Q e-ACCOOCCCC CCCOO COO 24 000000000C E4 CCCCCCCCCCC e v.f m O m N M *= m -24 2N@Ne #=e = m m C N m @ >= O O C =

N @ = % Q * >=== m m J M C m e e m *= C C D -

S W a= = @ e C m o b -@NN=mCem b C m m C C O N = *= ==

c Ne m mN X >*= w & A N O N == C C J w a e - m m e @ @ P= m E wP=cC@%memmN=

( w w

g N. m. e. @. P= .. @ S. @. m. O w N.m. m.e.@.m.e.@.M.N.

'g c g e .N. e m .. X. *=. M. *. m. e. e.

m. e. e. @. m. m. @. e. N. O wCCCCCC-N=CC 0000a-0C0 *CCCCC= COO ==CCCOO-COOO ..

! c .= 6 0 .=

E 6

O c ..

E e

O E

O

-X ->

O a w O(= W O(N t.A J w .J 6 OCCOcemgO

.J

==

ans ECC=CCC AO == Eccmc OCCC -> ECCCacmCCCCC e Ne=c @ e = e 3E O e e *= *= X

NN 3E Q c e m a= meaC DE O m m C Na- N c e e C Ce e

e a.s E

@ *= = m N a O C e e n.a E 4M@cPC= == @ SwE ia@mecCNO.C EC wm.&m.Ne=.NN.O O *=a.C

e. N. s. mN. N m. C. *.

m. e. e. O. #. *. m. O. p. .J O EQ =. O m. m .- .e. c. e. . c. @. .J EC C -O m. m. =. m. e. N. a. =. C. C. JC-

= = N a @ C X N p= w & e- C = N N e c e= P= a w a. > O .= N N s e= C m N s w6= C - = N N a @ C*=Nm N. N #

- NM 2 Q **N 3 ==NM DEC w w w 0.a t n Ow UK UK g UK g - g

@@2eN@@me

====NNmmm C .=O mN@CgeN@CE e.= w *= == == == N N e m O..-

e a.4 O ON4CaeN@Cae N =e==NNmme C ..C e.= w O= N 4.C = ==a=eN N N4 mCm 3e mN a m 2 (n g W 2 4W 4 en 4m E H E H E H

> 4.J >= 64 e- 44 OES UES UES O woe C00000000C CCCCCCCCCC e CCCCCCCCCCCC OACCCCCOO Nmamcemmm E .= > m : @ C e= C o m @ -

mNN&SMe=X@

woc he WN e

a@CCCamemN m a S N = C e m == m w

ha o.= e 2:Ce=N-e-mC:

W = @ m N e e m N C X ** =

O M *= (X E @ == m @ ** M *= m N = =

m P= *=

*N e@P= X eS N.

a= ENO=*=eeCXXX A P= 4X E N Q N P= m a a= c D X 4.d 5 ( #.

n.A E O N. m. e. c. c. o. m. @. e. N. wE mm- Q = N. m., N. m. 2. P= m. e m. C. e.

m. e. e. @. C. S. e.@. N.

. m e= O N.m.e.c. e.@.@.@.2.N.

m mm m . . .

U DOOOO== COO U OOOOO*OCOC EU COOCCOON=".O OQOOm* COO i.a w -

ow

a. h e.

E K tn en . *=

e.d (n en . E w e- sn en .

W ==

EwC EWC EWO O WE w ME n O.a m2 Ub n COCCCCCCOM De@CCCCCP= OE & OCCCCCCC DE A COCCCCacc O.* Ow 6 E in Nem@meNO#9

= e e n e m d en O wow EbE W P= N P= m m e @ e O P= = e O N == m 6.d Ea EC. w M *= eN>= P=a=mc@N @e NN#=

e c= 2bE e @ s : A N m e c an e @ m e N @ N P= e -M3 - En C

=M3 O., . N. e. e. P= wwg w O . N. e. e. P=.M. a .m. O. W. .e c O m. N. @. C. @.

w . . P= @ e. *=. =. @.

N. in. @. ... P* @ = m. O.@. nwg i . N. M. C. @. . e

*= N m en m == O X ama s = tae s - E O *= == N M @ @ N C # wE= C " '- N N m e e N C -

E.4O *= == N M P= ==NsC@NE E h= == == N m E 6 E.e == N M s- N m E 6 4 6.a i O

C e C .e= <

.e= 4 =

m O M en C im m m P = c e m e= 3 .J E - e m m P= = e m m P= 3 .J E

e m m P= == c e m P= m. E=ceme-a cem*==

= == N N N m m >= e e *==NNNMm >= t e = *= N N N m m s= 4.J. e w == N N N m m a

^ m

~. -- __ - - . __ _ . _ _ - - - s .._ - . _ - , _ _ , . ._ _. _q e

1 .

TUSI-REFINED RESPONSE SPECTRA FOR FUEL BUILDINC; SET 100. = 5 ,

FLOOR RESPONSE SPECIRA IOR SSE; COMPONENT AY ; GAMPlf6G = 0.03 416-8 DIRECTION 2 AT ELEVAil0N 899.50 NO..OF SPECTRA = 1 FICURE NO.

i-DEGREE OF FREEDOM = 2 NUMBER OF GRIDS = 43 DAMPING VALUE = 0.030 BROADENED SPECTRUM FOR N00E= 416 0,19970 4 1.1250 0.20590 0.9000 .O.16630 2 0.9990 0.17300 3 1.0620 1

0.21230 6 1.3230 0.25080 7 1.3680 0.27690 8 f.6338 0.27690 5 1.2870 0.35250 12 1.9530 0.36530 9 1.6650 0.29290 to 1.7280 0.30320 11 1.8000 0.36890 14 2.2012 0.36890 15 2.2500 0.37840 16 2.5020 0.40360 13 2.0430 20 3.4650 0.58260 17 2.6460 0.47560 18 2.8170 0.47910 19 2.9970 0.55090 0.73920 22 4.1751 0.73920 23 4.5000 0.79220 24 5.0040 0.83090 21 3.7530 .

2.20060 28 7.5600 2.21310 25 5.6250 1.02960 26 7.2090 2.05260 27 7.4970 2.21310 30 9.3973 2.19020 31 10.4280 2.19020 32 11.4070 1.97920 29 9.2400 36 19.2940 1.27330 33 12.1075 1.89770 34 15.6420 1.89770 35 16.0160 1.84210 1.06050 38 0.95470 39 22.6380 0.85560 40 24.6620 0.79120 37 20.1080 22.0000 8:4.0000 0.50380 41 30.8130 0.50380 42 37.1580 0.50380 43 1

SET NO. = 8 1USI-REFINED RESPONSE SPECTRA FOR FUEL BUILDINC;-

FLOOR RESPONSE SPECTRA IOR SSE; COMPONENT AY ; OAMPlNG = 0.03 417-8 DIRECTION 2 AT ELEVAilost 860.00 NO. OF SPECTRA = 1 FIGURE NO.

DECREE OF FREEDON = 2 NUMBER OF CRIDS = 40 DAMPING VALUE = 0.030 BROADENED SPECTRUM"FOA N00E= 417 0.19980 4 1.1250 0.20590 0.9000 0.16630 2 0.9990 0.17300 3 1.0620 1

0.21180 6 1.3230 0.25010 7- 1.3680 0.27640 8 1.6352 0.27640 5 1.2870 1.8000 0.35030 12 1.9530 0.36370 9 f.6650 0.29170 10 1.7280 0.30260 11 0.36750 14 2.2069 0.36750 15 2.2500 0.37600 16 2.5020 0.39930 13 2.0430 0.54250 20 3.4650 0.57340 17 2.6460 0.46970 18 2.8170 0.47550 19 2.9970 3.7530 0.72450 22 4.2017 0.72450 23 4.5000 0.76610 24 5.0040 0.79830 El 7.5600 2.04470 25 5.6250 0.97910 26 7.2090 1.90260 27 7.4970 2.03870 28 2.04470 30 10.4280 2.01160 31 12.8273 1.63460 32 15.6420 1.63460 29 9.2400 20.1080 0.84630 36 22.0000 0.74010 33 16.0160 1.56720 34 19.2940 1.01330 35 i

0.66510 38 24.6620 0.60140 39 32.5490 0.38790 40 44.0000 0.36230

! 37 22.6380 1

TUSI-REFINED RESPONSE SPECIMA FOR FUEL SullDIN0; SET 100. = 11 i FLOOR RESPONSE SPECTRA FOR SSE: COMPONENI AY , DAMPING = 0.03 FICURE NO. 418-8 DIRECIl0N 2 AT ELEVAil0N 841.00 NO. OF SPECTRA = 1 1

DECREE OF FREEDOM = 2 NUMBER OF GRIDS = 43 DAMPlNG VALUE = 0.030 BROADENED SPECTRUM TOR NODE = 418 1.1250 0.20580 0.9000 'O.1662J 2 0.9990 0.17280 3 1.0620 0.19960 4 1

1.2870 0.21170 6 1.3230 0.24990 7 1.3680 0.27600 8 1.6353 0.27600 5 0.34970 12 1.9530 0.36330 9 1.6650 0.29120 to 1.7280 0.30220 11 1.8000 2.0430 0.36700 14 2.2074 0.36700 15 2.2500 0.37540 16 2.5020 0.39820 13 3.4650 0.57110 1

17 2.6460 0.46850 18 2.8170 0.47440 19 2.9970 0.54060 20 l 21 3.7530 0.72210 22 4.2188 0.72210 23 4.5000 0.75960 24 5.0040 0.78740 25 5.6250 0.95160 26 6.4260 1.41050 27 7.2090 1.78950 28 7.4970 1.89850 1.89870 30 9.2400 1.89870 31 10.4280 1.83040 32 11.4070 1.71100 29 7.5600 12.7980 1.55090 36 15.6420 1.55090 33 12.5288 1.54530 34 12.7800 1.54530 35 37 19.2940 0.95270 38 20.1080 0.77250 39 22.0000 0.67950 40 22.6360 0.59430 i

41 24.6620 0.54690 42 32.5490 0.36360 43 44.0000 0.34260 l1 IUSI-REFINED RESPONSE SPECIRA FOR FUEL DullDING; SET NO. = 14 l FLOOR RESP 08eSE SPECTRA FOR SSE; COMPONINI AY ; DAMPING = 0.03 FIGURE NO. 419-8 DIRECTION 2 AF ELEVAFION 825.00 NO. OF SPECTRA = 3 i

i DECRFE OF IREtDOM = 2 NUMBER OF CRIDS = 4 14 DAMPING VALUE = 0.030 SROA0fMED SPECTRUM FOR N00E= 419 1.1250 0.20570 1 0.9000 0.16620 2 0.9990 0.17280 3 1.0620 0.19950 4 N

l i

_ _ _ - - - _ _ _ - _ - - _ _ _ - - - ___ -_ _ ______ - _ - - J

-=

e

a ,

)

s-O ~ - o Oo = - Coco C g.N,OO.Oo e - CCCCeOOcc g-ERno ,- 68 coo

@NP - Coco.O8c88Nm meme= m . .N mmmC@mCo e A N P= D M *= = m e O.CP=@m@eONem c e *= M N X S e m p G.N mm Em Xm mCe P=@C N Ne mX C. =m= e P=mN m X* @@m @ @

e P=

P= @ m @ e N e = P= son 4 t M O N. N. m. m. e. P* .. P= M. @. m. C N.M.e.@.r=.=.N.#.@. C N. m. e. @. .e e. c. e.

N. m. m. e. rm . e. @. e. e. m. 4 cocoNm-o 00000--~o0 4 ococco~poo 4 occo-aN =O E E E >

== m a Q u u Q u n U h w W W

. m W . a. W . a. w -

O m 3 O en 3 O en 3 200000000 2 4O200000000 E .4CCemCCCCC E JCCCCCCCC 6 (e@mNeXNose 6 (NMCmeCmeC 6 (Nmom@C@e emNc:N P= N e w O >@cecNc==

meC4CmCam > O >NmeC40mece >= 0 >@CeeN@@mo *@@ @@Q W C .e.

&aJ

@. m. e. X. C. a. r. @. @. C.

nad M . O e.@ . m.e.s.C.e.r= e=

. .. m . Q .e. . . . . . M . C Ce A. N. P=

Ee*Nm@m@z

. #. N. C. e.

w"NmenecNa O t e e*=N m e o N OP= 0 E *.=w N m e P= m N m C E - =m

-=Na 3 "Nm E -Ns a . 4 5 5 5 CanN@CaeN ON@CaeN@Cm CzeN@@ gen @c OseN@CaeN@ *-NNNm

eNNNmmaa =eNNNmma --NNNmm

= @ m m m a CCOCCOCCO CCCCCCCC CAOCOCCCCO CC0000000o N--ma Mee =@@**Cema e e m e = m e= e @ @ P= NmeeemNC@e n@mNe= cme ememsemeNe nmer-mNememe m P= g em m m P= N m m n P= m e m o n = c e ge=am@@eNo s@s==m@em P= s P= m e = @ e e s MN @ @@

N. M. m. e. P= ...P= P= c. @. m. c.

ta e N. m m. e. r=. @. a. e. m.

to N @

c . m. e. . C. . M. a. @. c .m.e. .c.e. . .

COOOO~~~OO =OOOOOOweOO -CoCoemmeo -CCCoemec E E E Q Q Q C 6 0 6 O 6 O C e.

,9 C. e.

O ECCCCC CACO e ENNCCOccmo m E X C P= N C C C O OCCCCCCCCO w - C N P= s P= M @ c m womeenMmN eCCp=Cmeece = w N e C C P= cose -

e ECMACN@@@

@ComCONmCe e @@Com @mm@ m C e ** m C m P=

e

m. e. N. m. e. N. M. .P* C. . O.m.e. N. e. c. e.@.N. O. C. #. e. m. C. X. m .. w e. E C.a.*.P= .@. e. @

3 .. @

e

N N X P= C N N P= E e w

N N X P= N m N E - * = N e h p P= X 2**NmemMM een wem eN weNm m e= m a= m P=

N M P= *. e m m >= = @ m m M P=

e m m Pm m e m m P= e e e m >=

P=*= c m m *=

A > m

.=**NNmmma O. (> -e=NNmmM C.>( == w *= N N m m C.>( == .= = N N m Ow QW

C 6ad w J .J H hnJ N tad N had

N N H Q e= Qt O >=

CCCCCCCCCC 24 0000000000 24 CCCCCCCCC 24 CCCCCCCC

- - = N @ m e m c e=

>= C @ c e P= m N m N -

= N -mNe aC -P=N@ a =mP=a.=

S N @ m m >= @ @ N e b N mC=mc s.= =mC eC @o @m f*

N. a. P= b @mNe@cee a C @ e= = P= N C 2 e E w e= = C @ P= = e C N N E nn. X a= = e O N e X m Z w : C r *= *= @ A M 4 ( 4 j

N. m..m X. P=. m. e. e. P= . M. O ned E . *= N. M. m. K.. P= N. @. X. e. c had g N. .M e. c. e. P= . m. M. @. Q w g N. m. e. @. 04 . 6 7=. m.

CCCCC***CO wCOCOOO***C wCCCCCmmec *CCCComNC j .. .. ..

Q .. w c .. w c .. 6 O E O C

.E=> -N .E. N Q4N W Q4m W Q4m W a w J w w w C CP= C @ C C C C O - P= ECCCcO*CCCC -> ECO SCCCCO = = = ECCCCCCCC m e**P= C @ C C e m 3E Q m m e C P= C @ P= N e 3E ee eCmN@m 3E O e e N *= M *= M e NNC=mNXeC# ewe w S N N e = P= N O X m e ned E O.d 2 @ @CCe-M h CwE w3@P=mCmP=m M. P= . N. O. N. a. N.. P=. ~ e. .J EC c -O m. m. P= N. . C. N. a. s. @. @. ,,JEC C -C e. m. e. @. e. N. C. C. e. .J 20 C -C e.m.e. m.C.a.m.@.

= == N N a @ m N O N had L *= Qw-NNX@ wen w h e= C w = N # P= C @ N wa= C = = N e P= = N

=Nm D wen ==m 3EO == N ne.Ow EC D e EOe U.d == 0 w UE QE g OE-

@CRON@@ReN EO oD ON@CMcN@CXe N ew=NNmmm E .-

Csd C c Ne @ @ew s 2 e.= N N@ N mCe*n 2 C w.sQ

@N@CMcN@C

= ewwNNm

= *=e N N m m m a sa. sed M X to X to a 4M 4 tn 4 th E N K N E H

>= tad = ned >= 4.d UEe UEe C 0 5 4D CCCCCCCOOC woe CCCCCCCCCCC e woe CCCCCCCCC

@C@ce AwC @@mseme=0e>> w o.e c CCCCCCCCCC

a. es Ea=@=ae=amN A i= @ C e m o C C C P= c mXmN*Nec@

= = @ P* S M mNa.*s m @ N M N @ = m e M CP=C e C D to m&&CXm@M= to *

(3 E A C e *= m

c 3 m

m@@*mNONN 42 E@ee@@meCNew 4R E m C e e N C P=P= @

wE WK W E- O N. m. m. e. N. N.

. P= m. e.

N. N. m...* P= m. e. n. m. e. M e= C e N. . N. m. M. P6. C. P= . M. e. m. M m= C N. m. m. e. P=

en. . a. *=. e. m. Ma m OoCOOO**Co EU t

O O C C O O O e *= C O EU CCCCONR=C EQ COCComNOC E C tad 'E 2*

C 6md

a. a. 3 A a. 5 C.a.

a 6J 5 th E to to .

ned E

> to to . E ned == eM EwC O

. a=

EWO Q EWO O ME ME tad M2 ned tad OOCCCCOmCO ECOOOCCCCC OE ACCeCCCCCC c a. C O N @ C C e m C

>= e m @ m e C e s N O.4 W to P=cm@meee nas C W En C P= e O m @ C C N w W to CP= e c e e C = C a

Ce@NSCmmC Sv4XXeN@mm@ E E W@#XeNNm ELE Ce@eeNXN@ E E

-M3

=W3 =M3 O

.. P= @ e. e. N. @.e a.d c O wwc O m. N. c. N. P=

w M. N. @. @. a wo w m. N. e. @. C. N. *. P* C.

w . N. @. @. @. .. P= @ #.. P= O. .

N. @. @. @. . .

wE= E O p p N X P= C 5) #

*= N N M c P'. N m M nad E - EOps=NNecCNNX had E = E C = == N M @ m e X ==a

= e N E an. tad - e= N a E en. n.4 -N K w w C a O e Q

.e. ( - < - - (

M O M C in o e m m > *= e m m e=.= DJ E e e m m P=*= e m m >=*= 3 .d E *= e m m P= == c e m DJ E *= e m m P= == e m m

= == N N N m e s *= en. e -e=NNNmma e= ta. e *= == N N N m >= en. e ===NNNm

i

.t' SET NO. o 9 ,

TUSI-REFINED RESPONSE SPECTRA FOR FUEL SUILDING; DAMPING = 0.03 e FLOOR RESPONSE SPECTRA 50R SSE; COMPONENT AZ ; 860.00 NO. OF SPECTRA

1 DIRECil0N 3 AT ELEVAil0N FIGURE NO. . 417-8 0.030 4

NUMBER OF CRIDS = 37 DAMPING VALUE =

DEGREE OF FREEDOM = 3 0 .24:300 4 1.0620 0.28910 BROADENED SPECTRUM FOR NODES 417 2 0.9450 0.24300 3 1.0004 8 1.5664 0.37980 0.9000 0.23060 0.36010 7 1.5030 0.37980 0.55240 i 1 1.2810 0.30130 6 1.3680 2.2500 0.55240 12 2.6496 5

0.52930 to 2.1781 0.52930 11 0.63310 16 3.7530 0.63310 9 1.8720 14 3.6630 0.63340 15 3.6652 20 5.6250 1.18200 13 2.9970 0.63340 0.73060 19 5.0040 0.80650 2.39940 4.0950 0.684980 18 4.5000 23 7.4970 2.39940 24 9.I630 17 1.54580 22 7.2090 2.21220 1.64770 28 14.6630 0.69440 21 6.4260 26 10.2333 1.64770 27 11.3740 22.0000 0.54000 9.2400 2.36440 18.5361 0.54000 32 25 30 16.0160 0.60560 31 36 36.7589 0.32243 29 15.2400 0.60560 0.35430 35 34.8150 0.35430 22.6390 0.53260 34 30.7119 33 e 37 40.0u00 0.32243 1 SET No. = 12 TUSB-REFINED RESPONSE SPECTRA FOR IUEL BUILDING; DAMPING = 0.03 FLOOR RESPONSE SPECTRA TOR SSE; COMPONENT AZ ; 841.00 NO. OF SPECTRA = 1 DIRECilON 3 AT ELEVATION IfGURE No. 418-8 0.030 NUMBER OF GRIDS = 37 DAMPlNG VALUE =

DEGREE OF FREEDOM = 3 0.24240 4 1.0620 0'.28850 BROADENED SPECTRUM FOR N00E= 418 2 0.9450 0.21:2aso 3 1.0003 8 1.5661 0.31740 0.9000 0.23010 0.35800 7 1.5030 0.37740 0.54750 1

1.2870 0.30090 6 1.3680 2.2500 0.54750 12 2.7123-5 0.52610 10 2.1835 0.52610 11 0.62210 16 3.6899 0.61820 9 1.8720 2.9910 0.62210 15 3.6630 5.6250 1.09410 j

2.8170 0.57660 14 19 5.0040 0.76420 20 i

13 0.61820 18 4.5000 0.70270 2.11370 24 9.I630 2.11370.

17 3.7530 7.2090 1.97300 23 7.4970 28 11.3740 1.31810 21 6.4260 1.40170 22 21 II.0000 1.32150 2.01660 26 10.3617 1.32150 0.56050 32 16.8245 0.54090 25 9.2400 14.8716 0.56050 31 16.0160 36.8881 0.26660 ~

14.6630 0.57220 30 35 34.8150 0.29760 36 j 29 34 30.9157 0.29760 33 22.0000 0.54090 l

37 40.0000 0.26660 1, 1 SET NO. = 15 IUSl-REFINED RESPONSE SPECTRA FOR FUEL BUILDING; DAMPING = 0.03 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; 825.00 NO. OF SPECTRA = 1 DIRECil0N AT ELEVATION f

FIGURE No. 419-8 3 0.030 NUMBER OF CRIDS = 36 DAMPING VALUE =

DEGREE OF FREEDOM = 3 0.9999 0.24190 4 1.0620 0.28810 BROADENED SPECTRUM FOR NODE = 419 2 0.9450 0.24190 3 8 1.5657 0.37500 0.9000 0.22980 0.35600 7 1.5030 0.37500 1

0.30060~ 6 1.3680 0.54220 12 2.7151 0.54220

5 1.2870 2.1891 0.52290 11 2.2500 3.7166 0.60170 1.8720 0.52290 to 3.6630 0.60990 16 9 2.9910 0.60990 15 6.4260 1.25280 2.8170 0.57210 14 19 5.6250 1.00100 20 13 0.60170 18 5.0040 0.71850 1.82020 24 9.2400 1.77810 17 3.7530 22 7.4970 1.82020 23 9.1630 11.3740 1.07160 21 7.2090 1.73010 2T 11.0000 1.09580 28 4

1.15230 26 10.3950 1.09580 0.51880 32 22.0000 0.51880 l 25 10.1860 16.0160 0.57560 31 11.7374 44.0000 0.22520 14.2446 0.57560 30 34.8150 0.24100 36

! 29 32.1946 0.24100 35 33 22.6380 10.46310 38s 1 SET No. = 18 TUSI-REFINED RESPONSE SPFCIRA FOR IUEL RUll. DING; DAMPING = 0.03 ILOOR RESPONSE SPECTRA lua S$[ COMPONINI 3AZ ; 810.50 No. OF SPECTRA = 1 DfRFCilON AT ELEVATION 4

FIGURE NO. 420-8 0.030 NUMBER OF CRIDS = 36 DAMPING VALUE =

DICREE OF FREEDOM = 3 0.24150 4 1.0620 0.28780 BROADENIO SPECTRUM FOR N00E= 420 0.9850 0.24150 3 0.9995 1.5656 0.37290 0.9000 0.22960 2 8 0.35420 1.5030 0.37290 8 t 1 0.30030 6 1.3680 7 2.2500 0.53110 12 2.7180 0.53710

! 5 1.2870 10 2.1931 0.51980 11 16 3.7461 0.58570 9 1. 8 f 20 0.51980 0.59820 15 3.6630 0.59820 0.91430 13 2.8170 0.56T60 14 2.9910 19 5.0040 0.67570 20 5.6250 18 4.5000 0.684290 17 3.7530 0.58510 l

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