ML20151J496
| ML20151J496 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 12/30/1992 |
| From: | Gutherman B FLORIDA POWER CORP. |
| To: | |
| Shared Package | |
| ML20151J438 | List: |
| References | |
| CON-04-5520-127, CON-4-5520-127, REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR DC-5520-127.0SE, S-92-0171, S-92-0171-R00, S-92-171, S-92-171-R, NUDOCS 9708050164 | |
| Download: ML20151J496 (203) | |
Text
_ _ . _ _ _ _ . -_. _ _ -_ _ . . _ . . . _ _ _ . _ _.
U.S. Nuclear Regulatory Commission 4
3F0897-01 Enclosure 1 ATTACHMENT B i FLORIDA POWER CORPORATION i CRYSTAL RIVER UNIT 3 i
DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72
) I i
! FPC CALCULATION S92-0171 i
4
- UNRESOLVED SAFETY ISSUED A-46
)
- 8SoR8aeaZ?888602 p PDR
l Florida INTEROFFICE CORRESPOr[ BENCE Power C "' " ' ' ' "
Nuclear Engineering CJI SFF2 OFFICE MAC PHONE
SUBJECT:
Crystal River Unit No. 3 Quality Document Transmitta! Analysis / Calculations
[ File: CALC TO: Records Management NR2A The following analysis / calculation package is submitted as the QA Record copy:
DOCNO (FPC DOCUMENT IDENTIFICATION NUMBER) REV Sf5 TEM (5) TOTAL PAGES TRANSMITTED S C171 0 &/9 4/ M TITLE h [hW $$$$f$f Sf$lWS/1 (TNWA0[$
KwDS (IDENTIFY KEYwCROS FOR LATER RETRIEVAL) ,,
l SOSPIIC , SC VG, CPf C7s(',4 DIREF gREFERENCES OR FILES . LtST PRIM ARY FILE FIRST) l 27-81-033 VEND (VJNDOR NAME) VENDOR DOCUMENT NUMBER (DXREP) l SUPERSEDED DOCUMENTS (DIREF)
( GfCT OC-5520-tZ 7. O SE l N/s4 A
I l 1 I
-A 1 l COMMENYS IUSAGE RESTRICTIONE PROPRIET ARY, ETC4 NOTE:
Use Tag number only for valid tag numbers (i.e., RCV 8, SWV 34, DCH 99) otherwise, use Part number field (i.e., CSC14599, AC1459). If more space is required, write "See Attachment" and list on separate sheet.
DESIGN ENGINEER DAT VERIFICATION ENGINEER DATE SUPERVISOR. NUCLEAR ENG. DATE MA i ////3 1 t$ N A* Ze G.c ..
cc: MAR Office (If MAR Related) O Yes R No Supervisor, Nuclear DOCumer,' Control w/ Plant Doc. Rev.
MAR / Project Fale Eval. and Analysh I Calc. Summary Mgr., Nucl. Config. Mgt. Plant Document Heview RPquired File (CALC)- FPES " Original" wlattach, Mgr., Site Nucl. Eng. Serv. w/ attach.
cc - c. 6, ps'(#
[Asc c2I)O Yes $( No Rev d@ NkT l .'s Of Plant hESP NWClear Engineefl849 M 020
geD T.
N Florida
(( j ) c.,c,.r.u.a P wcr PL. ANT DOCUMENT REVIEW EVALUATION i
G DOCUMENT TYPE / NUMBER TO BE EVALuATEo O'MN NM I'i2~O[7/
PARTI INSTRUCTIONS: Calculations, Document Change Notices, and Plant Equipment Equivalency Replacements have the potential to plant documents. The Or'ginster of any of these documents is required to determine which, if any, plant organizations should review the subject document for impact. The Originator should use the best judgment to make this determination based on the nature of the changes.11be organization incontacted.
doubt as to whether or not a plant organization should review a particular document, it is suggested that the subjec The Originator is to check the appropriate boxes below and attach to the subject package as follows:
Calculations . Insert behind Analysis / Calculation Transmittal DCNs . Insert behind DCN page 1 1 PEEREs Insert behind PEERE page 2 l The above referenced document trast be distributed as follows:
b No Review Required Nuclear Operations Superintendent i
Manager, Nuclear Plant Systems Engineering Nuclear Maintenance Work Controls Superintendent i
O Nuci.ar Cnem/ Rad prot.ction Superini.ndent O uanag.r. Reiiabiiity Centered uaintenance O s.nior Radiation proiection Engine.r Oine,(s):
O uanager, Site Nuciear Servic.s oRIQWAT /oATE SuPERvmOR / oATE YY JM ff /2 42/ fZ L (3. G W ~ ~ #
- h a- '
Upon completion of Part I, attach to the subject document, check
- Plant Document Rev/iew Required
- block, as applicable, and give to N Engineering Clerk for distribution.
Celes Distribute with Transmittal Memo, Summary PEERE . Distribute with Attachments . DCNe . Distribute with Attachments and Dr PART11 INSTRUCTIONS:
Upon receipt of the subject document, the assigned Reviewer enters the ' Reviewing Department
- name below, reviews the subject document for impact on plant procedures, and completes the evaluation below.
FEVIEWeG DEPARTMENT PLANT REVIEW IMPACT EVALUATION: The above referenced document has been reviewed and evaluated as follows:
O No Action Requir.d Action Required: The below listed document (s) is affected and requires revision and/or other actions are required as indicated (i.e.,
generate a riew procedure, void a crocedure, etc.)
DOCUMENTS / ACTIONS l
i REVIEWER / oATE 1
- SuPERVGOR f DATE '
Upon completion, forward evaluation fo',a om to Nuclear Document Control (NR2A)
- If the Supervisor or designee acts s'. the Originator or Reviewer, the applicable
- Originator / Reviewer' block should be NA'd.
s e, e v...r. , e , o .. w , - u
l l
l Engineerino Instruction No. 2 CALCULATION PAGE 1 OF f(C l r 3 PROJECT: FPC Crystal River # 3 mcmen DC-5520-127 05E k
I
SUBJECT:
FPC- Crystal River # 3- Floor Response Spectrum Generation cmsme Safety
( )
DISCIPUNE NAME AND NUMBER Structural 2241 "- 04-5520-127 REVISION O 1 2 3 ITEM (S) REVISED ORIGINATOR T J.Ye 7 DATE 10/29/92n n REVIEWER DohA DATE 11g92 APPROVAL c;2 C. N.Rentschlerwt-DATE 11/2/92 ASSUMPTIONS /PREUMINARY DATA None PAGES REFERENCE THIS CALCULATION ALSO REQUIRES VERIFICATION PER DCP 2.05 E YES O NO REMARKS REMARKS REMARKS REMARKS THE REVIEW OF THE CALCUl.ATION INCLUDED EVALUATION AGAINST THE FOLLOWING QUESTIONS:
WERE INPUTS, INCLUDING CODES, STANDARDS, AND REGULATORY yES REQUIREMENTS, CORRECTLY SELECTED AND APPUED7 ARE ASSUMPTIONS REASONABLE AND NO ADEQUATELY IDENTIFIED 7 HAVE APPUCABLE CONSTRUCTION AND OPERATING EXPERIENCES BEEN CONSIDERED?
WAS AN APPROPRIATE CALCULATION METHOD USED7 YE 5 IS THE OUTPUT REASONABLE vg $
COMPARED TO INPUTS 7 I gal-525 2-96 THIS IS A PERMANENT DESIGN RECORD DO NOT DESTROY
- - ONbert/ Commonwealth -
Engineering lastructi:n N . 2 l SUBJECT FPC Crystal River #3 IDEWLER PAGE Floor Response Spectrurn Generation DC-5520-127.0SE Q l l
OF - 1
{ ]
i REV.l 2] 3]
l CALCULATION MicAOFILMED PAGES
{
ORIGINATOR S.J. Serhan WO.
, )
, DATE 10/29/92 '
CONTENTS 4
PAGE CALCULATION COVER SHEET .............................. 1 i CONTENTS ............................................. 2
- 1. OBJECTIVE ....................................... 5
- 2. INTRODUCTION .................................... 6
- 3. DESIGN INPUT AND REFERENCES ..................... 18
- 4. ASSUMPTIONS ..................................... 19
- 5. GENERATION METHODS .............................. 20 5.1 Biggs Method ............................... 20 5.2 Power Method ............................... 26 l I
- 6. GENERATION OF FLOOR CURVES USING BIGGS METHOD .. 32 1
6.1 Auxiliary Building, Elevation 143' ......... 32 6.2 Auxiliary Building, Elevation 1628 ......... 40 6.3 Auxiliary Building, Elevation 209' ......... 48 6.4 Control Building, Elevation 145' ........... 56 6.5 Control Building, Elevation 163' ........... 64 6.6 Control Building, Elevation 186' ........... 72
- 7. GENERATION OF FLOOR CURVES USING POWER METHOD ... 80 7.1 Auxiliary Building, Elevation 1438 ......... 80 7.2 Auxiliary Buildin.g, Elevation 1628 ......... 88 7.3 Auxiliary Building, Elevation 209' ......... 96 7.4 Control Building, Elevation 145' .......... 100 7.5 Control Building, Elevation 1638 ........... 108 7.6 Control Building, Elevation 186' ........... 116 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l l
Engineering Instructi:n N2. 2 SUBJECT IDENTIFIER PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520-127.0SE OF -
=1 LoJ g 2j 3j MICROFILMED PAGES ORIGINATOR S.J. Serhan wo, DATE 10/29/92 CONTENTS cont'd l PAGE l l j 8. COMPARISON OF FLOOR CURVES USING POWER METHOD l WITH FLOOR CURVES USING POWER METHOD ............ 124 l 8.1 Auxiliary Building, Elevation 143' ......... 124 8.2 Auxiliary Building, Elevation 162' ......... 127 8.3 Auxiliary Building, Elevation 2098 ......... 130 8.4 Control Building, Elevation 145' ........... 134 8.5 Control Building, Elevation 163' ........... 137 8.6 Control Building, Elevation 1868 ......... 240 1
- 9. ARTIFICIAL FLOOR ACCELERATION TIME HISTORIES .... 143 i l 10. FREQUENCY BROADENING ............................ 149 ll I 11. CONCLUSIONS .................................... 150 ATTACHMENTS ATTACHMENT A FLORMO OUTPUT, Auxiliary Building N-S Direction, 2% Damping ....... 1-6 l ATTACHMENT B FLORMO OUTPUT, Auxiliary Building E-W Direction, 2% Damping ........ 1-6 l ATTACEMENT C FLORMO OUTPUT, Auxiliary Building N-S Direction, 3% Damping ........ 1-6 ATTACHMENT D FLORMO OUTPUT, Auxiliary Building
( E-W Direction, 3% Damping ....... 1-6 ATTACHMENT E FLORMO OUTPUT, Auxiliary Building N-8 Direction, 5% Damping ....... 1-6 ATTACHMENT F FLORMO OUTPUT, Auxiliary Building E-W Direction, 5% Damping ....... 1-6
- i. ATTACHMENT G FLORMO OUTPUT, Control Building Weak Direction, 2% Damping ....... 1-10
- ATTACHMENT H FLORMO OUTPUT, Control Building
,l l Strong Direction, 2% Damping ..... 1-10 GM440 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engin:: ring Instruction No. 2 SUBJECT FPC - Crysts Rvsr #3 'CEN #EN E^UE Floor Response Spectrum Generation DC 5520127.0SE CALCULATION RN l {l ] 2] ]
MicnoFILVED PAGES ORIGINATOR S.J. Serhan WO.
DATE 10/29/92 CONTENTS cont'd PAGE ATTACHMENT I FLORMO OUTPUT, Control Building Weak Direction, 3% Damping ....... 1-10
^
ATTACHMENT J FLORMO OUTPUT, Control Building Strong Direction, 3% Damping ..... 1-10 ATTACHMENT K FLORMO OUTPUT, Control Building Weak Direction, 5% Damping ....... 1-10 ATTACHMENT L FLORMO OUTPUT, Control Building Strong Direction, 5% Damping ..... 1-10 ATTACHMENT M FLORMO OUTPUT, Auxiliary Building high Roof A-S Direction, 3% Damping ........ 1-12 l I ATTACHMEh? u FLORMO OUTPUT, Auxiliary Building High Roof 1 E-W Direction, 3% Damping ........ 1-19 ATTACHMENT O STARDYNE OUTPUT Auxiliary Building, EL. 1438 ..... 1-19 ,
ATTACHMENT P STARDYNE OUTPUT Auxiliary Building, EL. 1628 ..... 1-19 ATTACHMENT R STARDYNE OUTPUT ContJol Building, EL. 145' ....... 1-19 ATTACHMENT S STARDYNE OUTPUT Control Building, EL. 163' ....... 1-19 ATTACHMENT T STARDYNE OUTPUT Centrol Building, EL. 186' ....... 1-19 ATTACHMENT U S143 USER'S MANUAL ............... 1-8 ATTACHMENT V DESIGN VERIFICATION RECORD ....... 1-2 9
Gai-445 242 TH!S IS A PERf.1 ANENT RECORD DO NOT DESTROY
Engineering instructi:n N . 2 SUBJECT FPC. Crystal River #3 OE1MER PAGE Ficor Response Spectrum Generation DC-5520-127.0SE 5 OF -
l CALCULATION ml y g 2j g uicROFILME) PAGES ORIGINATOR 5.J. Serhan WO.
DATE 10/29/92 {
- 1. OBJECTIVE The objective of this calculation is to:
o generate 2%, 3% and 5% floor response spectra based on the SSE ground response spectrum for future use in the resolution of Unresolved Safety Issue A-46 and other applications. The scope of this work includes the following buildings and elevations:
. Auxiliary Building, Elevation 143'
. Auxiliary Building, Elevation 162' e Auxiliary Building, Elevation 209.1' e Control Building, Elevation 145' e Control Building, Elevation 163.83' e Control Building, Elevation 186.83', and to l l o generate artificial SSE floor acceleration time histories for future application in piping analyses. The scope of this work includes the following buildings and floor elevations:
. Auxiliary Bu.ilding, Elevation 14'.,'
. Auxiliary Building, Elevation 162' e Control Building, Elevation 145'
. Control Building, Elevation 163.83'
. Control Building, Elevation 186.83' i
t) gal-446 2-92 THIS IS A PERMANENT RECORD, DO NOT DESTROY
Engineering instructi:n Ns. 2 SUBJECT #E EN "#0E FPC Crystal River #3 Floor Respont,e Spectr(m Generation DC-5520127.0SE g
OF -
REV.l @ ] 2] {
MICAOFILMED PAGES ORIGINATOR S.J. Sarhet WO.
DATE 10/29/92
- 2. INTRODUCTION In the original seismic design of CR3 [3], DYNAL computer program was utilized to obtain the modal data (natural frequencies, mode shapes, ar i participation factors) for the lumped-mass models of the Seismic Category I structures. Afterthat, the direct generation method developed by Biggs was used to generate floor response spectra. The direct generation method provides conservative results and significantly reduces computational effort. The Direct Generation method was implemented by using G/C's in-house FLORMO computer program. Floor response spectra for 0.5% and 1.0%
equipment damping values were generated in Reference (3]. The following pages show plots and tables for these spectra curves.
Later, G/C developed floor response curves applicable to crane rail and high roof levels of the Auxiliary Building in Reference (10).
Curves for 0.5%, 1.0%, 2.0% and 5.0% equipment damping values were generated in Reference [10].
Response spectra of the CR3 SSE and lumped-mass models including l l significant natural frequencies of structure, mode shapes and modal participation factors are needed to provide the necessary input to FLORMO computer program.
The original design basis procedure will be used in the generation i of the 2%, 3% and 5% SSE floor response curves. In order to account for uncertainty in the structural frequency calculations, the peaks ,
of the floor response spectra will be broadened. l l
The following is a synopsis of the work to be carried out within the present calculation:
A. Information Gathering
. DYNAL input and output files e SSE ground response sfectrum
. SSE 0.5% and 1% floor response curves e modal data B. Detailed Description of Generation Methods o Biggs Method o Power Method l k gal 446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering ins'ructisn N3. 2 SUBJECT IDENTIFIER PAGE FPC - @ Rint #3 7 Floor Response Spectrum Generation DC-5520-127.oSE REV.l { ] y {
MICAOFILMED PAGES ORIGINATOA S.J. Serhan wo, DATE 10/29/92 C. Generation of 5% SSE Floor Response Curves C.1 Auxiliary Building, Elevation 143' C.2 Auxiliary Building, Elevation 143' C.3 Auxiliary Building, Elevation 209.1' C.4 r.antrol Building, Elevation 145' C.5 Lantrol Building, Elevation 163.83' C.6 Control Building, Elevation 18b.83' D. Frequency Broadening
, E. Generation of SSE Floor Acceleration Time Histories E.1 Auxiliary Building, Elevation 143' E.2 Auxiliary Building, Elevation 143' l E.3 Control Building, Elevation 145' ;
E.4 Control Building, Elevation 163.83' ;
E.5 Control Building, Elevation 186.83' l l F. Final Report ,
)
gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
2 2 b'D FLORIOR POWER CORP. RUXILIRRY. BLDG. EL. 3.00 GILBERT / CRTSTRL RIVER UNIT 3 DRMP: 0.5m41.d*7. ZPR: 0.06G COMMONHEALTH FLOOR RESPONSE SPECTRR FIG. NO: 12 CURVE: CR-R2 HORIZONTAL OBE ENGR: DATE: / /
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l AUXILIARY BLDG. EL. 143.00 FIG. NO: 12 CURVET CR-A2
- DANPt 0.5 % ZPA
- 8.06G FREQUENCY ACCELERATIDH FREQUENCY ACCELERATION FREQUENCY ACCELERATIDH FREQUENCY ACCELERATION ,
0.500 0.048 0.600 0.048
- 0.788 0.064 8.800 0.088 0.900 0.114 1.000 8.152 1.100 0.170 1.200 0.193 1.300. 9.200 1.400 0.200 1.500 8.200 1.600 0.200.
i'. 1.700 0.200 1.800 0.208 1.900 0.200 2.008 8.200 2.100 0.200 2.200 8.200 2.300 0.200 2.408 8.200 2.500 0.200 2.600 0.200 2.700 0.200 2.800 8.200 2.900 0.200 3.000 0.200 3.150 0.200 3.300 0.200 3.450 0.200 3.600 0.200 3.800 0.200 4.000 0.200 4.200 8.200 4.400 0.200 4.600 0.280 4.800 8.200 5.000 0.200 5.250 8.200 5.500 0.203 5.750 9.204 6.000 0.205 6.250 0.208 6.500 9.216 6.750 8.212 ,
7.000 0.215 7.250 0.216 7.500 ~0.219 7.750 0.221
!- 8.000 0.225 8.500- 3.238 9.000 9.252 9.500 0.270 10.000 -
0.300 10.500 9.358 11.000 0.480 11.500 8.740 12.000 14.000 0.850 0.890 12.500-14.500 0.885 0.872 13.ete 15.000 0.900 0.849 13.500 16.800 0.90sf{l 9.640 I 17.000 0.360 18.000 9.300 20.000 4.200 22.000 0.168 I 25.000 0.112 28.000 0.160 31.000 0.225 34.000 0.200 LA i 36.000 0.120 40.000 0.100 45.000 0.080 50.408 0.070.i# !
i DAt1P t 1.0 % ZPA: 8.06G l l !
FREQUEHCY ACCELERATION FREQUENCY ACCELERATION FREQUENCY ACCELERATIDH FREQUENCY ACCELERATION P 0.500 0.040 0.600 0.048 0.700 0.064 0.808 0.088 .J O.900 0.114 1.000 0.150 1.180 0.168 1.200 B.190 -
1.300 0.190 -
1.400 0.165 1.500 0.168 1.600 0.158 C)
- 1.700 0.155 1.800 0.153 1.900 0.150 2.000 0.148 (n !
i 2.100 0.150 2.200 0.148 2.300 0.148 2.400 0.148 61 2.500 0.148 2.600 0.150 2.700 9.152 2.800 0.152 f
- 2.900 0.154 3.000 0.154 3.150 0.154 3.308 0.151 3.450 8.149 3.600 0.147 3.800 0.145 44900 0.145 i 4.200 0.145 4.400 0.145 4.600 9.150: 4.800 0.147 i 5.000 8.143 5.25C 0.150 5.500 0.159 5.750 0.161 6.000 0.165 6.250 0.172 6.500 0.188 E.750 0.190 7.000 8.210 7.250 8.215 7.500 0.234 7.750 0.242 'I7 e
! 8.000 0.268 8.500 9.280 9.000 8.348 9.500 0.390 _o !
- 10. 0 0 r. 0.440 10.500 0.510 11.000' O.590 11.500 0.628 12.050 0.632 12.500 0.634 13.000 0.636 13.500 0.634 14.690 0.632 14.500 0.630 15.000 0.629 16.000 0.550 17.000 0.440 18.000 9.353 20.000 0.220 22.000 0.158 !
25.000 0.100 '28.000 0.090 31.000 0.081 34.000 0.080 !
! 36.000 0.080 40.000 9.875 45.008 8.070 50.000 8.878 t
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! [ D FLORIOR' POWER CORP. RUXILIRRY BLOG. EL. 162.00 GILBERT / CRTSTAL RIVER UNIT 3 DAMP: 0.'5o41.0-% ZPR: 0.08G
- COMMONWEALTH FLOOR RESPONSE SPECTRA FIG. NO: 13 CURVE: CR-R3 HORIZONTAL OBE ENGR: DATE: / /
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6 7 8 9 2 3 5 6 7 8 9 10' 2 3 is 5 10 11 FREQUENCY (HZ) L400 240 DATE: 09/07/02 i
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- v AUXILIARY BLDG. EL. 162.00 FIG. H02 13 CURVE
- CR-A3 D Af1P t 0.5 % ZPA 0.08G FREQUEHCY ACCELERATION FREQUENCY ACCELERATIDH FREQtlEllCY ACCELERATI0ft FREQUENCY ACCELERATI0tl 0.500 0.040 0.600 0.048 0.700 0.064 0.800 0.088 0.900 0.114 1.000 0.150 1.100 0.174 1.200 0.192 1.300 0.200 1.400 0.200 1.500 0.200 1.600 0.200 1.700 0.200 1.800 0.200 1.900 0.200 2.000 0.200 2.100 0.200 2.200 0.200 2.300 , 0.200 2.400 0.200 2.500 0.200 2.600 0.200 2.700 0.200 2.800 0.200 2.900 0.200 3.000 0.200 3.150 0.200 3.300 0.200 3.450 0.200 3.600 .0.200 3.800 0.200 4.000 0.200 4.200 0.200 4.400 0.200 4.600 0.200 4.800 0.200 5.000 0.200 5.250 0.200 5.500 0.201 5.750 0.204 6.000 0.206 6.250 0.208 6.500 0.210 6.750 0.211 7.000 0.214 7.250 0.216 7.500 0.220 7.750 0.222 8.000 0.226 8.500 0.240 9.000 0.260 9.500 0.290 10.000 0.320 10.500 0.430 11.000 0.620 11.500 0.900 12.000 1.015 12.500 1.030 13.000 1.039 13.500 1.040 14.000 1.025 14.500 1.000 15.000 0.940 16.000 0.560 17.000 0.380 18.000 0.300 20.000 0.220 22.000 0.190 25.000 0.190 28.000 0.260 31.000 0.380 34.000 0.320 36.000 0.215 40.000 0.170 45.000 0.140 50.000 0.120 D Af1P : 1.0 % ZPA 0.08G FREQUEllCY ACCELERATION FREQUEHCY ACCELERATIDH FREQUEHCY ACCELERATI0tt FREQUEllCY ACCELERATI0tl 0.500 0.040 0.600 0.048 0.700 0.064 0.800 0.088 0.900 0.114 "
1.000 0.150 1.100 0.168 1.200 0.193 1.300 0.185 1.400 0.166 1.500 0.160 1.600 0.158 1.700 0.152 1.800 0.150 1.900 0.148 2.000 0.145 2.100 0.145 2.200 0.145 2.300 0.145 2.400 0.145 2.500 0.145 2.600 0.149 2.700 0.150 2.800 0.150 2.900 0.148 3.000 0.147 3.150 0.146 3.300 0.145 3.450 0.143 3.600 0.142 3.800 0.140 4.000 0.140 4.200 0.142 4.400 0.144 4.600 0.146 4.800 0.148 5.000 0.150 5.250 0.148 5.500 0.150 5.750 0.154 6.000 0.153 6.250 0.160 6.500 0.174 6.750 0.177 7.000 0.205 7.250 0.210 7.500 0.230 7.750 0.241 'O 8.000 0.287 8.500 0.320 9.000 0.420 9.500 0.480 I' 10.000 0.550 10.500 0.630 11.000 0.710 11.500 0.727 --
12.000 0.730 12.500 0.733 13.000 0.735 13.500 0.735 14.000 0.735 14.500 0.735 15.000 0.733 16.000 0.730 17.000 0.700 18.000 0.520 20.000 0.300 22.000 0.200 25.000 0.133 28.000 0.120 31.000 0.108 34.000 0.100 36.000 0.092 40.000 0.086 45.000 0.085 50.000 0.080
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I D FLORIDA P0HER CORP. CONTROL BLDG. EL. Ill5.00 GILBERT / CRYSTRL'HIVER UNIT 3 DAMP: 0.5m41.0*% ZPR: .060G COMMONWEALTH FLOOR. RESPONSE SPECTRA FIG. NO: 17 CURVE: C R-C t1 ,
( ) HORIZONTAL OBE ENGR: DATE: / /
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Engineering instruction Ns. 2 SUBJECT IDENTIFIER PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520127.0SE I6 E-l b b b b MICAOFILMED PAGES l ORIGINATOA S.J. S4than wo, DATE 10/29/92
- 3. DESIGN INPUT AND REFERENCES (1) Computer Software: STARDYNE-3.5(R), Version May0189, General Microelectronics Corp.
(2) Computer Software: MathCAD, Version 2.5, Mathsoft Inc. (3) G/C Calculation 4203, Revision 0, Response Spectrum for CR3 Equipment Stress Analysis, By M.P.H., 1973. (4) R. Clough and J. Penzien, Dynamics of Structures, McGraw-Hill, Inc., 1975. (5) D. Newland, An Introduction to Random Vibrations and Soectral Analysis, Longman Group Limited, 1975. I I
%. (6) S. Crandall and W. Mark, Egndom Vibration 3n Mechanical Systems, Academic Press, 1963.
(7) J. Biggs, Introduction to Structural Dynamics, McGraw-Hill, Inc., 1964. (8) M. Paz, Structural Dynamics Theory and Comoutation, Van Nostrand Reinhold Company, Inc., 1980. (9) J. Biggs and J. Roesset, Seismic Analysis of Equipment Mounted on a Massive Structure, Department of Civil Engineering, Massachusetts Institute of Technology, 1969. (10) G/C Calculation # 5079-163.1, Revision 0, Aux. Building Floor Response Spectra, CR3, By S.N. Dobreff, 1984. l 1 v gal-446 2-92 THIS IS A PERMA.NENT RECORD DO NOT DESTROY
Engineering Instructirn No. 2 SUBJECT FPC. Crystal River #3 IDENTIFIER PAGE Roor Response Spectrum Generation DC-5520-127.0SE N Rev. I g y y y MICROFILMED PAGES ORIGINATOR S.J. Serhan wo, DATE 10/29/92 _ 3
- 4. ASSUMPTIONS All assumptions are noted in the body of the calculation. No assumptions require later confirmation.
j m s gal-448 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instructi::n N . 2 SUBJECT IDENTIFIER PAGE FPC - @tal Riwr M Roor Response Spectturn Generation DC-5520127.0SE OF - CALCULATION b MICROFILMED PAGES ORIGINATOR S.J. Serhan ygg, DATE 10/29/92
- 5. GENERATION METHODS 1
l 5.1 Biggs Method A generalized procedure was developed in Reference [9] for generation of floor response spectra for seismic design and analysis of structural systems in nuclear power plants. A detailed description of this procedure is presented in Reference [9]. This procedure is well understood, used and accepted in the industry. In the original seismic design of CR3 [3], DYNAL computer program was utilized to obtain the medal data (natural frequencies, mode shapes, and participation factors) for the lumped-mass models of the Seismic Category I structures. Afterthat, the procedure developed by Liggs was used to generate floor response spectra. Biggs method was implemented by using the G/C's in-house FLORMO computer program. The necessary input to FLORMO computer program is: l I e Ground response spectra corresponding to equipment damping value.
. Biggs curve # 1 corresponding to the equipment and structural damping values. This is provided in Reference [9] for certain !
damping values. For other damping values, linear interpolation ; or extrapolation is adequate. l e Biggs curve # 2 corresponding to the structural damping value. This is provided in Reference [9] for certain damping values. For other damping values, linear interpolation or extrapolation is adequate.
. Natural frequencies of structure, mode shapes, modal participation factors and modal accelerations.
Biggs method will be used in the generation of the 2%, 3% and 5% SSE floor response curves. In order to account for uncertainty in the structural frequency calculations, the peaks of the floor response spectra will be broadened. The following pages show the lumped mass models of the Auxiliary and Control buildings, SSE ground response spectra (plot and digitized values), structural damping values, and Biggs curves l I gal-446 2-92 THIS IS A PERMANENT RECORD 00 NOT DESTROY
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Engineering Instruction Nb 2 SUBJECT FPC- Crystal River #3 IDENMER PAGE Roor Response Spectmm Generation DC-5520127.0SE mb OF - CALCULATION "l D 0 0 0 MICROFILMED PAGES ORIGINATOR S.J. Serhan wo, lOATE 10/29/92
. 5.2 POWR METHOD Response spectrum is a plot of the maximum response (displacement, velocity, acceleration or any other response quantity of interest) to a specified input excitation for all possible Singe-Degree-Of-Freedom Systems that are characterized by given natural frequency and damping ratio. For a given damping ratio, the abscissa of the response spectrum is the natural frequency and the ordinate is the maximum response. Response spectrum is used to predict, with a satisfactory engineering accuracy, the maximum effect of exciting a simple system with a prescribed loading function. In addition to the natural frequency and damping ratio, response spectrum depends on load type, load duration, peak amplitude, rate of increase of load to its peak amplitude, load spectral composition and so on.
The following is a detailed description for the derivation of the Power method: Equatics. of forced motion of a SDOF system has che form (4, Page 54]: bh 2 1
'g'/
. y+2w Sy+W y= - F(t)
- n n ,m, and its steady-state. solution is [8, Page 69):
y(t) := DMF 2 W
.n .
Where 'e t -S W - (t-r) n n DMF := F(r) e sin 'e -(t - r)' dr
.mJ ,d .
'C 1
2 2' and e := 1-S,W d n l I GAk446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction Ns. 2 SUBJECT ilDENT6FIER PAGE FPC Crystal Rver #3 l i Floor Response Spectrum Generation DC-5520127.0SE M oF a-CALCUL.ATION ml y g 2j aj MICAOFILMED PAGES ORIGINATOR S.J. Sethan wo, DATE 10/29/32 l The maximum displacemnt and acceleration can be written as y := DMF max 2 max W
.n .
2 y := W y whicu leads to: y := DMF max n max max max l For the case when the system is excited by a harmonic load of amplitude f0 and frequency n [1]:
-1 l
l l l . 2 2 2 DMF := ,
,1 - r 2] ; + (2 # r) .
Wherc n r := (J U 1 At resonance: DMF := - max 1 2 i 2# ,1 - # . 1 2 r := ,1 - S . 1 gal-446 242 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction NO. 2
^
SUBJECT IDENT6FIER PAGE FPC Crystd River #3 Floor Response Spectrum Generation DC-5520-127.oSE N OF -
*I loJ
. IJ 2J 3l MICROFILMED PAGES ORIGINATOR S.J. Serhan .
wo, DATE 10/29/92 l, j
- -1 For low damping ratios
- DMF := (2- ) ........(1) max j i
l 4 r := 1 The case o'f harmonic loading represents an upper bound of DMF. t
- ' Similary, for stationary random excitation with white spectrum
[1-3]: S (D) := 2 r S F 0 S 0 S (0) := [6, page 75] I l Y . 2 2- 2 2 2
' e -n +4gw n
.D .
n S
' 2' O Ey. := r- [6, page 77] ........(2) 3 2pw n .
, co
" 2' 4 Ey, := 0S (D) da Y
co Equation (2) indicates that: I 2 DMF := (2 S) ........(3) max gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l Engineering Instruction N2. 2 SULUECT IDENTIFIER PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520127.0SE ' OF - aa' I loJ '.J 2J 3J CALCULATION . ulcAOFILMED PAGES ORIGINATOA S.J. Serhan wo, DATE_ 10/29/92 l Both Equations (1) and (3) are power law relationships. Based on the above discussion and given two acceleration response l spectra at #1 and #2 damping ratio, assume that: l P l sal (f) := (z#1) ........(4) ! P sa2(f) := (z#2) ........(5) 1 l Where sa? is spectral acceleration at ? damping ratio and z & p are constants. The objective is to find response spectrum at #3 damping ratio where: l P sa3 (f) := (z#3) ........(6) l l l l {- Dividing Equation (5) by Equation (4) and Equation (6) by Equation (4), and then taking in of both sides yield:
'sa2 ( f)~ '# 2' in := p in -
........(7)
, sal (f), .
fi, , 1 1
'sa3 ( f)' '# 3' in := p in -
........(8)
, sal (f), fl.
Dividing Equation (8) by Equation (7) gives:
'sa3 ( f)~ 'sa2 ( f)'
In := c in ........(9)
. sal ( f), , sal (f),
i 1 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
., . . _ _ _ _ ~ . - . - .. . . _ _ - - - - .
Engineering Instructi:n Nc. 2 SUBJECT IDENTIFIER PAGE l FPC Crystal Ryer #3 30 1 i Floor Response Spectrum Generation DC-5520-127.0SE
~
CALCtJLATION REV.l y ] g g l MICROFILMED PAGES ORIGINATOR S.J. Serhan g, DATE 10/29/92
- 3' l
in - fl. Where c := ~ ........(10) i i 2' I l In - l W1 l Equation (9) can be rewritten as: I ; I sa3 (f) .sa2 (f). '
- = ........(11) l sal (f) . sal ( f).
l 1-c e { } Or sa3(f) := (sal (f)) - (sa2(f)) ........(12) y ___,___________________. _______ e I GM 446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N3. 2 SUBJECT IDENT6FIER PAGE FPC. W hr M Floor Response Spectrum Generation DC-5520127.0SE 3l'- aEv.I g g g g
, MICAOFILMED PAGES OAIGINATOR S.J. Serhan g, DATE 10/29/92 The following symbols are used in this section:
y displacement F(t) loading function m mass } w natural frequency
# daming ratio 1
j DMF Dynamic Magnification Factor e damped natural frequency d l I (. n load frequency I load spectral density S (n) F E ,y . mean square response sa spectral acceleration i i t gal 446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l Engineering Instruction N5. 2 SUBJECT FPC. Crystal FUver #3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520-127.0SE N'~ CALCULATION REV.l y ] 2] 3] uicRoritMEo Paces ORIGINATOR S.J. Sernan _ WO. DATE 10/29/92
- 6. GENERATION OF FIDOR CURVES USING BIGGS METHOD 6.1 Auxiliary Building, Elevation 143' Given: 0.5% and 1.0% floor response spectrum curves Required: 2.0%, 3.0% and 5.0 floor response spectrum curves Read Input Data Files (0.5% and 1.0% floor response curves)
N05 := 244 (Number of data points for 0.5% FRS) N1 := 36 (Number of data points for 1.0% FRS) g N235 := 244 (Number of data points for 2.0%, 3.0% { and 5.0% FRS) IOS := 0 ..(N05 - 1) Il := 0 . . (N1 - 1) I235 := 0 ..(N235 - 1) 1 F05 := (Frequency. values for 0.5% FRS) IOS READ (APERDMOS) 1 F1 := (Frequency values for 1.0% FRS] Il READ (APEPJE1) 1 F235 := (Frequency values for 2.0%, 3.0% I235 READ (NUPERIOD) and 5.0% FRS] . 1 I . GAf446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
1 Engineering Instruction N2. 2 SUBJECT FPC Crystal River #3 :DENTIFiER PAGE Floor Response Spectrum Generation - DC-5520127.0SE N CALCULATION W-l & 0 N 0 MICROFILMED PAGES ORIGINATOR SA S*rhan wo, oAre to/2s/s2 A05E := READ (A143D05E) [ Acceleration values for 0.5% FRS 105 in East-West direction] A05N := READ (A143D05N) [ Acceleration values for 0.5% FRS IOS in North-South direction] A1 :=' READ (A143D1) [ Acceleration values for 1.0% FRS] Il A2E := READ (A143D2FE) [ Acceleration values for 2.0% FRS I235 in East-West direction) A2N := READ (A143D2FN) [ Acceleration values for 2.0% FRS I235 in North-South direction] A3E := READ (A143D3FE) [ Acceleration / values for 3.0% FRS I235 in East-West direction] I A3N := READ (A143D3FN) [ Acceleration values for 3.0% FRS
~
I235 in North-South direction) ASE := READ (A143D5FE) [ Acceleration values for 5.0% FRS I235 in East-West direction] A5N := READ (A143D5FN) [ Acceleration values for 5.0% FRS I235 in North-South direction] [See the following page for notes about the above data files] GAk446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N3. 2 SUBJECT IDENT6FiER PAGE FPC Crystal Ryer #3 Floor Response Spectrum Generation DC-5520127.0SE M REV.l y #
] g g ~
MCRoFILMED PAGES ORIGINATOR S.J. Serhan m i DATg 10/29/92 l j Notes: Floor response spectra for 2.0%, 3.0% and 5.0% equipment ' damping are generated as a part of this calculation (1992). Floor response spectra for 0.5% and 1.0% equipment damping were generated in the original design calculation
- (1971 - 1973).
l Biggs method (G/C in-house FIDRMO computer code) was used to 4 generate all the above floor response spectra. See Attachment A for generation of 2.0% floor response spectrum , data in the North-South direction. l See Attachment B for generation of 2.0% floor response spectrum ; data in the East-West direction + See Attachment C for generation of 3.0% floor response spectrum , data in the North-South direction See Attachment D for generation of 3.0% floor response spectrum
- l f k data in the. East-West direction See Attachment E for generation of 5.0% floor response spectrum data in the North-South direction See Attachment F for generation of 5.0% floor response spectrum data in the East-West direction ,
i l l i GANW6 2-9. THIS IS A PERMANENT RECORD DO NOT DESTROY l
l Engineering Instruction Ns. 2 SUBJECT 10ENTIFIER FPC % Rwr(3 PAGE Moor Response Spectrum Generation DC-5520-127.ose 35 CALCUl.ATION b MICROF1LMED PAGES ORIG;MATOR S.J. Serhan g DATE 10/2s/s2 Two sets of floor response spectrum curves are available for 0.5%, 2.0%, 3.0% and 5.0% equipment damping. One set is for the North-South direction (A?N) and the other set is for the East-West direction (A?E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping. The following conditional equations generate one set of floor response spectrum curve (A?), which envelopes both A?N and A?E curves. l l
- = if'A05E A05 > A05N ,A05E ,A05N '
105 , IOS I05 IO5 IOS,
- = if"A2E A2 > A2N ,A2E ,A2N I235 ,
I235 I235 I235 I235, I I A3 := ii' 'A3E > A3N ,A3E ,A3N I235 , I235 I235 I235 I235,
- = if'ASE A5 > ASN ,ASE ,A5N I235 ,
I235 1235 I235 I235, 1 l I I gal-446 2-94 THIS IS A PERMANENT RECORD DO NOT DESTROY
. 1 Engineering instruction N2. 2 SUBJECT FPC Crystal Rver #3 .
(DENTIFIER PAGE Floor Response Spectrum Generation DC-5520127.0SE 36 CALCULATION REV.l { ] y g - l MICROFILMED PAGES OAIGINATOR S A Serhan WO. oats 10/29/82 F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order.
)
l F05rev := F05 IO5 N05-1-IOS i A05rev := A05 l 105 N05-1-IO5 i Similarily for 1.0% equipment damping, h F1rev := F1 Il N1-1-Il Alrev := Al Il N1-1-Il Similarily for 2.0%, 3.0% and 5.0% equipment damping, F235rev := F235 I235 N235-1-I235 A2rev := A2 I235 N235-1-I235 A3rev := A3 I235 N235-1-I235 A5rev := A5 I235 N235-1-I235 I l . gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY b
1 , Engineering instruction N3. 2 , SUBJECT IDENTIFIER FPC M h C3 PAGE Floor Flesponse Spectrum Generation DC-5520127.0SE FE l l,0J d d ,a ,j j CALCUL.ATION l uicporituEo PAGEs ORIGINATOR S.J. Serhan wo, oxTs to/2s/92 F05rev, Flrev and F235rev do not have the same frequency spacing ) and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain acceleration values A05o, Alo, A2o, A3o and A5o for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipmen damping, respectively, at 251 selected frequencies (F). 4 i J := 0 . 250
- F
- = 0.2 J (Selected Frequencies] '
} J i
~
A05o := linterp 'F05rev,A05rev,F J . J. J Alo := linterp'Firev,Alrev,F ~ J , J l k A20 := linterp'F235rev,A2rev,F ' J , J. A3o := linterp'F235rev,A3rev,F ? J , J. A5o := linterp'F235rev,A5rev,F ' J , J. l l l GAM 46 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction NO. 2 SuajECT ADENT6FIER FPC M Nor#3 PAGE Roor Response Spectrum Generation DC-5520127.0SE 3b
~
I CALCULATION' REV. l { ] 2J { MicAOFILMED PAGES OAIGINATOR E S*fh* WO. MTE to/ h,92 0.9 A i Q A05o ,Alo ,A2o ,A3o ,A5o J J J J J l g 1
~
k o s 3
- /
k,
- -s' ht%
w/ _; O O F 50 J OBE Floor Response Spectrum Curves i for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% i equipment damping. l l l
./
e GM-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
1 I l Engineering Instruction No. 2 l SUBJ0CT FPC Crystal River #3 IDENTIFIER PAGE Floor Response Spectrum Generation DC 5520127.0SE CALCULATION nev. I L93 D D D MICROAt.MED _ PAGES ORIGINATOR SA Serhan Wo. DATE 10/2h/92 SSE floor response spectrum curves are the product of multiplying i the OBE curves by 2.0 as follows: A05s := 2.0 A05o Als := 2.0 Alo A2s := 2.0 A2o A3s := 2.0 A3o A5s := 2.0 A5o l I 2
~.
n l
\
A05s ,Als ,A2s ,A3s ,A5s m J J J J J _ MM M ' C2 .- p? u 'b-m __
;_ -g _-- -
h 0 0 F 50 J SSE Floor Response Spectrum Curves for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipment damping. I e GAH46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY l
Enginewing instructior. i12. 2 SUBJECT 10ENTIFiER FPC - Crystal Rver #3 PAGE l Roor Response Spectrum Generation DC-5520-127.0SE NO l l l CALCULATION b MICROFILMED pAGES I ORIGINATOR S.J. Serhan g l OATE 10/2s/s2 6.2 Auxiliary Building, Elevation 162' Given: 0.5% and 1.0% floor response spectrum curves Required: 2.0%, 3.0% and 5.0 floor response spectrum curves Read Input Data Files (0.5% and 1.0% floor response curves) N05 := 244 [ Number of data points for 0.5% FRS] N1 := 36 [ Number of data points for 1.0% FRS) N235 := 244 [ Number of data points for 2.0%, 3.0% and 5.0% FRS] I IO5 := 0 . . (N05 ,- 1) l Il := 0 ..(N1 - 1) I235 := 0 ..(N235 - 1) j 1 1 F05 := [ Frequency values for 0.5% FRS] IOS READ (APERDM05) i 1 F1 := [ Frequency values for 1.0% FRS] Il READ (APERDM1) 1 F235 := [ Frequency values for 2.0%, 3.0% I235 READ (NUPERIOD) and 5.0% FRS] l l O GAM 46 29. THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N). 2 SUBJECT IDENTFIER PAGE FPC- Crystal Ryer #3 Floor Response Spectrum Generation DC 5520-127.0SE Nk l h REV.l MICROFILMED W ] 2] y """ PAGES
~
ORIGINATOR S.J. Serhan WO. DATE 10/29/92 l A05E := READ (A162D05E) [ Acceleration values for 0.5%.FRS IOS in East-West direction] A05N := READ (A162D05N) [ Acceleration values for 0.5% FRS 105 in North-South direction) A1 := READ (A162D1) (Acceleration values for 1.0% FRS] Il 1 A2E := READ (A162D2FE) [ Acceleration values for 2.0% FRS I235 in East-West direction) A2N := READ (A162D2FN) [ Acceleration values for 2.0% FRS I235 in North-South direction) A3E := READ (A162D3FE) [ Acceleration values for 3.0% FRS I235 in East-West direction] I I A3N := READ (A162D3FN) (Acceleration values for 3.0% FRS I235 in North-South direction] A5E := READ (A162D5FE) (Acceleration values for 5.0% FRS I235 in East-West direction] ASN := READ (A162D5FN) (Acceleration values for 5.0% FRS I235 in North-South direction] (See the following page for notes about the above data files] l > GAk446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instructi:n NO. 2 l l SUBJECT (DENTIFIER FPC. Crystal Ryer #3 Floor Fhsponse Spectrum Generation PAGE ( l DC-5520-127.oSE CALCULATION REV.l y ] 2] y 4 MicAoFILMED PAGES OAlGINATOR SJ, Serhan wo, DATE 10/2s/s2 l 1 l Notes: Floor response spectra for 2.0%, 3.0% and 5.0% equipment ; damping are generated as a part of this calculation (1992). I l Floor response spectra for 0.5% and 1.0% equipmenu damping were generated in the original design calculation l (1971 - 1973). Biggs method (G/C in-house FIDRMO computer code) was used to generate all the above floor response spectra. , 1 See Attachment A for generation of 2.0% floor response spectrum l data in the North-South direction. 1 See Attachment B for generation of 2.0% floor response spectrum data in the East-West direction See Attachment C for generation of 3.0% floor response spectntm data in the North-South direction See Attachment D for generation of 3.0% floor response spectrum { } data in the East-West direction - See Attachment E for generation of 5.0% floor response spectrum data in the North-South direction See Attachment F for generation of 5.0% floor response spectrum data in the East-West direction l I GAh446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l \ l Engineering instructi:n Nc. 2 l SUBJECT ICENTIFIER PAGE l FPC. @ %er M Floor Response Spectrum Generation DC-5520127.0SE OF ~ ON REV.l { ] 2] ] MICROFILMED PAGES ORIGINATOA SJ. Man WO. OATE 10/29/92 l Two sets of floor response spectrum curves are available for 0.5%, l 2.0%, 3.0% and 5.0% equipment damping. One set is for the North-South direction (A?N) and the other set is for the East-West direction (A?E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping. The following conditional equations generate one set of floor l response spectrum curve (A?), which envelopes both A?N and A?E Curves. I l A05 := if'A05E > A05N ,A05E ,A05N IOS , IO5 105 105 IOS, l l
- = if'A2E A2 > A2N ,A2E ,A2N I235 ,
I235 I235 I235 I235, 1 l I l r (" A3 := if'A3E > A3N ,A3E ,A3N l l I235 , I235 I235 I235 I235, l
- = if'ASE A5 > ASN ,ASE ,A5N I235 ,
I235 I235 I235 I235, l 1 gal-446 2-92 l THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N2. 2 SuaJECT FPC. Crystal River #3 IDENTARER PAGE Floor Response Spectrum Generation DC-5520127.0SE % i l CALCULATION REV.l y ] p p """ l MCAORt.MED PAGES ORIGINATOA SA Sechen WO. DATE 10/28/s2 l l F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order.
- F05rev
- = F05
- 105 N05-1-IOS
- A05rev
- = A05 105 N05-1-IO5 Similarily for 1.0% equipment damping, F1rev := F1
]
Il N1-1-Il ' Alrev := Al Il N1-1-Il
,l I Similarily for 2.0%, 3.0% and 5.0 equipment damping, 2 F235rev := F235 1235 N235-1-I235 l '
A2rev := A2 I235 N235-1-I235 A3rev := A3 I235 N235-1-I235 A5rev := AS I235 N235-1-I235 l l l GAh446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY , i
1 Engineering Instruction No. 2 ' SUBJECT IDENTIFIER 4 PAGE FPC Crystal Ryer #3 Floor Response Spectrum Generation DC-5520-127.0SE 5 i l CALCUI.ATION REV.l ] ] y y ~ MICROFILMED PAGES l ORIGINATOR S.J. Serhan wo, care 10/29/92 F05rev, Firev and F235rev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not l match one-to-one. Therefore, linear interpolation is performed to ' obtain acceleration values A05o, Alo, A2o, A3o and A5o for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipmen damping, respectively, at 251 selected frequencies (F) . J := 0 . 250 F := 0.2 J [ Selected Frequencies] J J A05o := linterp 'F05rev,A05rev,F ~ J , J Alo := linterp 'Firev,Alrev,F ~ J , J L A2o := linterp'F235rev,A2rev,F~ l J , J. 1 A3o := linterp 'F235rev,A3rev,F' J , J. A5o := linterp'F235rev,A5rev,F' J , J. 1 1 I l e gal 446 29. THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instructi:n N6. 2 SUBJECT FPC. Crystal Ryer (3 IDENTIF:ER PAGE Floor Response Spectrum Generation DC-5524127.0SE N CALCULATION REV.l y ] l2] y ~ { uiCAOFILMED PAGES OAIGINATOR S.J. Serhaa wo, 5 ATE 10/29/92 1 0 I I A05o ,Alo ,A2o ,A3o ,A5o , J J J J J g( f,
\
s rs l I E ) \_. O \
$ N ) N%
s~ s
/
% W
/ %fN %D %
%z~ ,
'c 0
0 F 50 J OBE Floor Response Spectrum Curves for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipment damping. I > - GAk446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY -
Engineering instructi:n Nr. 2 SUBJECT IDENTIFIER PAGE FPC % h #3 Floor Response Spectrum Generation DC-5524127.0SE N] OF ~ CALCULATION REV.l y ] 2] 3 MCAORLMED PAGES ORIGINATOR S.J. Serhan wo, oATE 10/28/sa i SSE floor response spectrum curves are the product of multiplying the OBE curves by 2.0 as follows: A05s := 2.0 A05o a 1 Als := 2.0 Alo A2s := 2.0 A2o i I A3s := 2.0 A3o 4 i A5s := 2.0 A5o 2 g
'L I \
l l r-d ] A05s ,Als ,A2s ,A3s ,A5s yh
$ $k i
\ ,
/ A '
4::A i
$; -_G 4C2
%4km- ,q 0 F 50 J
SSE Floor Response Spectrum Curves for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipment damping. l l G^2 "'.l 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N . 2 SUBJECT IDENTIFIER PAGE FPC. Crystal Rver #3 i Roor Response Spectrum Generation DC-5520127.0SE OF - l CALCULATION AEv. I g y y y MicAOntMED PAGES ORIGINATOR S.J. Serhan g, DATg 10/29/92 l 6.3 Auxiliary Building, Elevation 209' l Given: 2.0% and 5.0% floor response spectrun curves Required: 3.0% floor response spectrum curves pS i opIW 9L i*h9/i*L. 2O S* C Read Input Data Files (Qp6% and 3rpe% floor response curves) N235 := 255 [ Number of data points for 2.0%, 3.0% and 5.0% FRS] I := 0 ..(N235 - 1) 1 F235 := [ Frequency values for 2.0%, 3.0% g I READ (A209PER) and 5.0% FRS] C A2E := READ (A209D2FE) [ Acceleration values for 2.0% FRS I in East-West direction] A2N := READ (A209D2FN) [ Acceleration values for 2.0% FRS I in North-South direction) A3E :- READ (A209D3FE) (Acceleration values for 3.0% FRS I in East-West direction] A3N := READ (A209D3FN) (Acceleration values for 3.0% FRS 7 in North-South direction] A51 := READ (A209D5FE) (Acceleration values for 5.0% FRS I in East-West direction] ItSN := READ (A209D5FN) [ Acceleration values for 5.0% FRS I in North-South direction) i (See the following page for notes about the above data files] l I v gal-446 2-92 THIS IS A PERMANENT RECORD 00 NOT DESTROY
Engineering instruction N3. 2 FPC. Crystal River #3 IDEN TiflER PAGE Floor Response Spectrum Generation DC-5524127.0SE l CALCULATION MICROFILMED b b d PAGES l ORIGINATOR SJ. Serhan DATE 10/29/92 Notes: Floor response spectra for 3.0% equipment damping are generated as a part of this calculation (1992). Floor response spectra for 2.0% and 5.0% equipment damping were generated in the original design calculation l (1963). Biggs method (G/C in-house FIDRMO computer code) was used to generate all the above floor response spectra. See Attachment M for generation of 3.0% floor response spectrum data in the North-South direction. See Attachment N for generation of 3.0% floor response spectrum data in the East-West direction l 1 l l l l l l l I v l l GA1446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY l
Engineering instructi:n No. 2 SUEL;ECT IDENI1RER PAGE FPC - Crystal Rver #3 Roor Response Spectrum Generation DC-5520-127.0SE CALCULATION REv.I taj u B B MenortLMEo PAGEs OAIGINATOR S.J. Serhan wo, DATE 10/2s/s2 l F235 and A? contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order. i F235rev := F235 I N235-1-I l i A2Eo := A2E I N235-1-I I A2No := A2N I N235-1-I A3Eo := A3E l I I N235-1-I A3No := A3N i I N235-1-I 4 i ASEo := ASE I N235-1-I i i ASNo := ASN
- I N235-1-I i
v riAH46 29. THIS IS A PERMANENT RECORD DO NOT DESTROY
i Engineering instructi:n Ns. 2 SUBJECT (CENT!FIER PAGE FPC Crystal Ryer #3 t l Roor Response Spectrum Generatiotr DC-5520-12't.0SE El I ! OF - ) i CALCULATION REV.l [0] lj 2]
, 3J MicAOF1WED PAGES ,
OAIGINATOR f.J. Serhen wo, ] DATE 10/29/92 1 i i I I l A2Eo ,A3Eo ,ASEo I I I i , I I I hl ( l
, c
[ ERN I 3 bMCINN
~
i
}{ %RY - --
Q 1 0 1.0 F235rev 50 I l l OBE Floor Response Spectrum Curves ! for 2.0%, 3.0% and 5.0% equipment I damping. East-West Direction , I I I > . l
\
G 4446 2-92 l THIS IS A PERMANENT FiECORD DO NOT DESTROY I l
! Engineering Instruction N2. 2 SUBJECT FPC Crystal Rver #3 8CN'ER PAGE Roor Response Spectrum Generation DC-5520127.0SE SL l CALCULATION b l MICROALMED pAogs
- ORGINATOR S.J. !erhan g, DATE 10/7A/92 s
4 3 i l A2No ,A3No ,ASNo I I I k -.- m Ss . i ) %J ' s I L l % _
\I O
1.0 F235rev 50 I OBE Floor Response Spectrum Curves for 2.0%, 3.0% and 5.0% equipment damping. North-South Direction l I u GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N2. 2 SUBJECT IDENTIFIER PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520127.0Se 51 OF l CALCULATION REV.l y ] 2J y MICROFILMED PAGES ORIGINATOR S.J. serhan wo, DATE 10/29/92 SSE floor response spectrum curves are the product of multiplying the OBE curves by 2.0 as follows: A2Es := 2.0 A2Eo A2Ns := 2.0 A2No , i l A3Es := 2.0 A3Eo A3Ns := 2.0 A3No I A5Es := 2.0 ASEo ASNs := 2.0 A5No
. l u
GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l 1 ! Engineering instruction N2. 2 SUBJECT FPC Crystal Ryer #3 IDENT6FIER PAGE l I Floor Response Spectrum Generation DC-5520127.0SE M ~ l REV.l 0 1 2 l cal.CUMEON J3 MICROFILMED PAGES l S.J. Serhan ORK31NATOR g, I DATE 10/29/92 l 5 l1 l I l A2Es ,A3Es ,ASEs ' I I I A i l l f
- , r n ' Jr -m 1
s
- .j f s -- sN Q
y
\
~s~ /
l yr/ lQv [ - --
~
N= l l l 1 0 1.0 F235rev 50 I , SSE Floor Response Spectrum Curves ! for 2.0%, 3.0% and 5.0% equipment damping. East-West Direction l . GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Endneering instruction N2. 2 SUBJECT FPC Crystal Rver #3 IDENT4FiER PAGE Floor Response Spectrum Generation DC-5520-127.0Se SS
~
CALCULA110N RW.l (0J ] 2
,] ]
MiCAOntueo Paces ORIGINATOR S.J.serhan _. wo, DATE 1C/29/92 I
)
i l l 5 ) i
- ,-. j A2Ns ,7.3Ns ,.'5Ns I I I b ^ !
7- K l
}
N g X s ' -s 9.. y .
}
I l
, I N
d (\ ll g v t , l l[
% %- l l
I l 0 - 1.0 F235rev 50 I SSE Floor Response Spectrum Curves j for 2.0%, 3.0% and 5.0% equipment damping. North-South Direction 1 1 4
- l GAk446 29; THIS IS A PERMANENT RECORD _ DO NOT DESTR$*,
i t Engineering instruction N2,2 SUBJECT FPC- Crystal Puer #3 IDENTIFIER PAGE Floor Responsa Spectrum Generation DC 5520 tzr.oSe 56
'~
l { CALCllLATION Rev. I (D D D D uscnoFitue0 PAGEs ORIGINATOR SJ. Serhan wo, DATE 10/29/92 1 6.4 Control Building, Elevation 145' Given: 0.5% and 1.0% floor response spectrum curves l l 1 Required: 2.04, 3.0% and 5.0 floor response spectrum curves 1 Read Input Data Files (0.5% and 1.0% floor response curves) N05 := 247 (Number of data points for 0.5% FRS) N1 := 36 (Number of data points for 1.0% FRS] N235 := 244 (Number of data points for 2.0%, 3.0% l and 5.0% FRS] l I IOS := 0 . . (N05. - 1) l l II := 0 ..(N1 - 1) l I { I235 := 0 ..(N235 - 1) 1 F05 := [ Frequency values for 0.5% FRS]
- I05 READ (CPERDM05) ,
t 1 1 F1 := [ Frequency values for 1.0% FRS] l Il READ (CPERDM1) 1 1 F235 := [ Frequency values for 2.0%, 3.0% I235 READ (NUPERIOD) and 5.0% FRS) b l I I THIS IS .'4 PEPMANENT RECORD DO NOT DESTROY
Engineering Instruction N2. 2
$UaJECT IDENT6AER FPC Crystal Ryer #3 PAGE Floor Respome Spectrum Generation DC-5520127.0SE M OF CALCULATION a5v I LoJ y 2j 33
{ g MICROFILMED PAGES ORIGINATOR SA Serhan wo, DATE 10/29/92 A05E := READ (C145D05S) (Acceleration values for 0.5%.FRS 105 in Strong direction] A05N := READ (C145D05W) (Acceleration values for 0.5% FRS 105 in Weak direction] A1 := READ (C145D1) [' Acceleration values for 1.0% FRS] Il , I A2E := READ (C145D2FS) (Acceleration values for 2.0% FRS I235 in Strong direct.mn] A2N := READ (C145D2FW) (Acceleration values for 2.0% FRS I235 in Weak direction] A3E := READ (C145D3FS) (Acceleration values for 3.0% FRS I235 in Strong direction] l I A3N := READ (C145D3FW) (Acceleration values for 3.0% FRS I235 in Weak direction] ASE := READ (C145D5FS) (Acceleration values for 5.0% FRS 1235 in Strong direction] ASN := READ (C145D5EW) (Acceleration values for 5.0% FRS I235 in Weak direction] (See the following page for notes about the above data files] I I 4 GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY Q
1 l Engineering Instruction N3. 2 SUBJECT FPC. Crystal Ryer #3 iDENTFiER PAGE Fbor Response Spectrum Generation DC-5520127.0SE 58 ~ CALCUl ATION RW.l { ] ] MICROFILMED PAGES oAIGINATOA S.J. Serhan g DATE 10/29/92 tiotes: Floor response spectra for 2.0%, 3.0% and 5.0% equipment damping are generated as a part of this calculation (1992). l Floor response spectra for 0.5% and 1.0% equipment damping were generated in the original design calculation (1971 - 1973). Biggs method (G/C in-house FIDRMO computer code) was used to generate all the above floor response spectra. See Attachment G for generation of 2.0% floor response spectrum data in the Weak direction. See Attachment H for generation of 2.0% floor response spectrum data in the Strong direction See Attachment I for generation of 3.0% floor response spectrum data in the Weak direction See Attachment J for generation of 3.0% floor response spectrum I I data in the Strong direction j See Attachment K for generation of 5.0% floor response spectrum data in the Weak direction See Attachment L for generation of 5.0% floor response spectrum data in the Strong direction i l I gal 446 2-92 THIS IS A PERMANENT RECORD 00 NOT DESTROY
Engineering Instructi::n Ns. 2 SUBJECT FPC. Cry W River (3 IDENTiF6ER PAGE Floor Response Spectrum Generadon DC-5520-127.0SE M'- aev I [2.J '.J 2j 3.3 CALCULATION ~ Mi ROFILMED PAGes ORIGINATOA S.J. Serhan wo, DATE 10/29/92 Two sets of floor response spectrum curves are available for 0.S%, 2.0%, 3.0% and 5.0% equipment damping. One set is for the Weak direction (A?N) and the other set is for the Strong direction (A?E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping. The following conditional equations generate one set of floor response spectrum curve (A?), which envelopes both A?N and A?E Curves. A05 := if 'A05E > A05N ,A05E ,A05N IOS , IO5 IO5 IO5 105
- = if'A2E A2 > A2N ,A2E ,A2N I235 ,
I235 I235 I235 I235 I I
- = if'A3E A3 > A3N ,A3E ,A3N I235 ,
I235 I235 I235 I235
- = if'ASE
~
A5 > ASN ,ASE ,A5N I235 , I235 I235 I235 I235 o l > . { GM446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Er.gineering Instruction NO. 2 , SUELJECT IDENTIFIER PAGE FPC- Crystal Rher #3 Floor Response Spectrum Generation DC-5520127.0SE CALCULATION Rev. i g y y y .{ } MICROFILMtm RAGES ORIGINATOR S.J. Serhan wo, DATE 10/29/92 F05.ind A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following i mathematical operations will reverse this order. l F05rev := F05 105 N05-1-IO5 A05rev := A05 IOS N05-1-IO5 Similarily for 1.0% equipment damping, F1rev := F1 Il N1-1-Il ! Alrev := Al Il N1-1-Il l l 1 Similarily for 2.0%, 3.0% and 5.0% equipment damping, l F235rev := F235 I235 N235-1-I235 A2rev := A2 I235 N235-1-I235 A3rev := A3 I235 N235-1-I235 A5rev := A5 I235 N235-1-I235 l gal-446 2 92 THIS IS A PEllMANENT RECORD DO NOT DESTROY
1 Engineering Instruction N3. 2 , SUBJECT FPC. Crystal River #3 IDENDFIER PAGE l Floor Response Spectrum Generation DC-5520127.0SE b I Rev.I Loj y y y l l CALCULATION P4icAOFILMED PAGES ORIGINATOR S.J. Serhan wo, DATE 10/2.'/92 F05rev, F1rev and F235rev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain acceleration values A05o, Alo, A2o, A3o and A5o for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipmen damping, respectively, at 251 selected frequencies (F) . . 1 J := 0 . 250 1 F := 0.2 J (Selected Frequencies] ) J l A05o := linterp'F05rev,A05rev,F ' J , J Alo := 1interp'Firev,Alrev,F' J , J, I l ~ A2o := linterp'F235rev,A2rev,F ~ J , J. A3o := linterp'F235rev,A3rev,F ' 3 . J. A5o := linterp'F235rev,A5rev,F J J
~
gal.446 2-92 _THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering in:tructi:n Nb. 2 SUWECT FPC Crystal River (3 IDENilFiER PAGE Roor Response Spectrum Generation DC-5520127.0SE bb F-CALCULATION REv.1 [g y y g MICAOFILM'D pAGES ORIGINATC, S J. Sh WO. DATE 10/29/92 k O.7 1 1
- \ '
. l A05o ,Alo ,A2o ,A30 ,A5o l J J J J J $ , u . I e s l O 'k i w wcx k e r e _ e i 2 0 0.5 F 50 i , y
- OBE Floor Response Spectrum Curves
- for 0.5%, 1.0%, 2.0%, 3.0% and 5.0%
i equipment damping. a i G.a GAL 446 2-92 THIS IS A PERMANENT RECORD 00 NOT DESTROY
Engineering instruction No. 2 < SUBJECT IDENT6FiER PAGE FPC CrystalRverC3 Roor Response Spectrum Generation DC-5520127.0SE b OF - 4 CALCULATION
*I
, ygg W D E B onoNATon S.J. Serhan g, DATE 10/29/92 SSE floor response spectrum curves are the product of multiplying the OBE curves by 2.0 as follows:
A05s := 2.0 A05o 1 .i Als := 2.0 Alo A2s := 2.0 A20
- A3s
- = 2.0 A3o ,
4 A5s := 2.0 A5o l l I . 2
~. .
4 l l A05s ,Als ,A2s ,A3s ,A5s A l
, ff1
! lb L -- __ i EM L V X jvf %#9%_ _ j 0
/
0 F 50 J i SSE Floor Response Spectrum Curves 4 for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipment damping. l l l GA)-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction Nr. 2 l l SUBJECT FPC.Crysul Rver #3 0 6ER NE Roor bsponse Spectrum Generation DC 5520127.oSE k 4 q CALCULATION REV.l y JJ 2j
, 3,j
~
,,c,g,3Lygg p,ggg oRGNATOR S.J. Serhan wo, DATE 10/29/92 1
1 i 6.5 Control Building, Elevation 163' i Given: 0.5% and 1.0% floor response spectrum curves l Required: 2.0%, 3.0% and 5.0 floor response spectrum curves 1 Read Input Data Files (0.5% and 1.0% floor response curves) l l N05 := 247 [ Number of data points for 0.5% FRS) ' N1 := 36 [ Number of data points for 1.0% FRS] N235 := 244 [ Number of data points for 2.0%, 3.0% and 5.0% FRS] IO5 := 0 ..(N05 - 1) Il := 0 ..(N1 - 1) I235 := 0 . . (N235 - 1) 1 F05 := [Frequeacy values for 0.5% FRS] 105 READ (CPERDMOS) 1 F1 := [ Frequency values for 1.0% FRS) Il READ (CPERDM1) 1 F235 := [ Frequency values for 2.0%, 3.0% I235 READ (NUPERIOD) and 5.0% FRS] I I - G 4446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction Nr. 2 i SUBJECT LOENTIF6ER PAGE FPC. W h #3 Y Floor Response Spectrum Generation DC-5520127.oSE OF
=l loJ IJ 2j 33 CALCULATION MICAOFILMFD PAGES ORIGINATOR s.J. sechen wo.
DATE 10/29/92 A05E := READ (C163D05S) [ Acceleration values for 0.5% FRS IOS in Strong direction] A05N := READ (C163D05W) [ Acceleration values for 0.5% FRS I05 in Weak direction] A1 := READ (C163D1) [ Acceleration values for 1.0% FRS] Il A2E := READ (C163D2FS) [ Acceleration values for 2.0% FRS I235 in Strong direction] A2N := READ (C163D2FW) [ Acceleration values for 2.0% FRS I235 in Weak direction) A3E := READ (C163D3FS) [ Acceleration values for 3.0% FRS I235 in Strong direction] A3N := READ (C163D3FW) [ Acceleration values for 3.0% FRS I235 in Weak direction] ASE := READ (C163D5FS) [ Acceleration values for 5.0% FRS I235 in-Strong direction) ASN := READ (C163D5W) [ Acceleration values for 5.0% FRS 1235 in Weak direction] I [See the following page for notes about the above data files] I > l c 1 GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
-. - - - _ _ _ . _ ~ - - .- . . . - . - . .. . _ -
Engineering instruction Nr. 2
. SUEUECT FPC. Crystal Rver #3 IOWs PAGE Floor Response Spectrum Generation DC 5520127.0SE ~ b I CALCULATION aEv I Lo J B d B MICROFILMED PAGES ORIGINATOR S.J. Serhan wo, DATE 10/29/92 Notes: Floor response spectra for 2.0%, 3.0% and 5.0% equipment damping are generated as a part of this calculation (1992).
Floor response spectra for 0.5% and 1.0% equipment damping were generated in the original design calculation (1971 - 1973). Biggs method (G/C in-house FIDRMO computer code) was used to generate all the above floor response spectra. See Attachment G for generation of 2.0% floor response spectrum data in the Weak direction. See Attachment H for generation of 2.0% floor response spectrum data in the Strong direction See Attachment I for generation of 3.0% floor response spectrum data in the Weak direction ; l j g See Attachment J for generation of 3.0% floor response spectrum
, data in the. Strong direction See Attachment K for generation of 5.0% floor response spectrum data in the Weak direction See Attachment L for generation of 5.0% floor response spectrum data in the Strong direction l
l R 6 G 4446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instructlin N$. 2 ) SUBJECT IDENTIFtER PAGE FPC Crystal Ryer c3 Floor Response Spectrum Generation DC-5520127.oSE ' C"- CALCUl.ATION aEv. i g y y y MicsoFILMEC PAGES oAlGINATOA SA Swhen wo, oATE io/2s/s2 l Two sets of floor response spectrum curves are available for 0.5%, i 2.0%, 3.0% and 5.0% equipment damping. One set is for the I Weak direction (A?N) and the other set is for the Strong ) direction (A?E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping. The following conditional equations generate one set of floor l response spectrum curve (A?), which envelopes both A?N and A?E curves. 1
~
A05 := if 'A05E > A05N ,A05E ,A05N IOS , IO5 I05 IOS IOS,
- = if'A2E A2 > A2N ,A2E ,A2N I235 ,
I235 I235 I235 I235, I I A3 := if'A3E > A3N ,A3E ,A3N I235 , I235 I235 I235 I235
- = if'ASE A5 > ASN ,ASE ,A5N I235 ,
I235 I235 I235 I235, l I b GAH46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N3. 2 SUBJECT FPC. Crystal Ryer #3 DENTIFiER PAGE Roor Response Spectrum Generation DC-5520127.0SE ( l CALCULATION Wl MicROALMED W d d d PAGES-
~
ORIGINATOR SJ. Serhan wo, DATE 10/29/92 I F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order. F05rev := F05 l IO5 N05-1-IOS 1 l A05rev := A05 l 105 N05-1-IO5 l Similarily for 1.0% equipment damping, ! F1rev := F1 ! Il N1-1-Il 1 Alrev := Al l Il N1-1-Il l l Similarily for 2.0%, 3.0% and 5.0% equipment damping, l l F235rev := F235 I235 N235-1-I235 A2rev := A2 l I235 N235-1-I235 1 l A3rev := A3 I235 N235-1-I235 l l A5rev := A5 I235 N235-1-I235 l l i ed GM-446 29; THIS IS A PERMANENT RECORD 00 NOT DESTROY l
Engineering Instruction Nr. 2 SU8 JECT IDENDFtER PAGE FPC- Crystal Rver #3 Fioor Response Spectrum Generation DC 5520-127.0SE ' l CF
#l N N N N '
MICROFILMED PAGES ORIG!NATOR S.J. Serhen g l DATE 10/29/92 l c l l 1 F05rev, Firev and F235rev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain acceleration values A05o, Alo, A2o, A3o and l A5o for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipmen damping, l I respectively, at 251 selected frequencies (F). J := 0 . 250 F := 0.2 J (Selected Frequencies] l l J l l A05o := linterp'F05rev,A05rev,F" 1 J , J, l l Alo := linterp'Firev,Alrev,F~ l J , J, I l l A2o := linterp 'F235rev,A2rev,F ' l J . J. A3o := linterp 'F235rev,A3rev,F ' l J , J, A5o := linterp'F235rev,A5rev,F' ! J J l l J J l I 1 GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Enginowing Instructirn N2. 2 SUBJECT IDENTIFIER PAGE l FPC Crystal Rver #3 Floor Response Spectrum Generation DC-ss20127.oSt 7O l CALCULATION aEv. I Lo J B 2j y l MicnonLMEo PAGEs oAIGINATOR SJ. W wo, DATg 10/29/92 l l t l l 0.9 l I I l f I l l
\
k l r ! A05o ,Alo ,A2o ,A30 ,A5o J J J J J __ l .l l l I h k i vl l
/ L h l Y k) x %w .
- 4P3=sb=
0 0 F 50 l 0 l OBE Floor Response Spectrum Curves l for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% i equipment damping. e d GA1446 2-F2 THIS IS A PERMANENT RECORD DO NOT DESTROY l
Engineering Instruction N2. 2 SUBJECT FPC. Crystal Fliver #3 lOENDFIER PAGE Roor Response Spectrum Genmation DC-5520127.0SE ll CALCULAT10N REv- l Loj y y y MICROFILMED PAGES ORIGINATOR S.J. Serhan g, DATE 10/29/92 l SSE floor response spectrum curves are the procuct of multiplying the OBE curves by 2.0 as follows: A05s := 2.0 A05o Als := 2.0 Alo l i A2s := 2.0 A2o a 1 A3s := 2.0 A3o A5s := 2.0 A5o 4 4 2 C -
- I I
- f li A05s ,Als ,A2s ,A3s ,A5s [l
. J J J J J r
}
! ) 1M
/t %
y6 % - z-- y '
~
0 F 50 J SSE Floor Response Spectrum Curves for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipment damping. l I GAPA6 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l 1 Engineering Instruction Nh. 2 SuaJECT FPC Crystal Ryer r3 IDENTIFIER PAGE Roor Response Spectrum Generation DC-5520127.0SE lb OF - j CALCULA110N REv. i g y y y l MICROFILMED PAGES l ORIGINATOR S A Serhan wo, DATE 10/29/92 6.6 Control Building, Elevation 186' Given: 0.5% and 1.0% floor response spectrum curves Required: 2.0%, 3.0% and 5.0 floor response spectrum curves l Read Input Data Files (0.5% and 1.0% floor response curves) i N05 := 247 [ Number of data points for 0.5% FRS) i 1 N1 := 36 [ Number of data points for 1.0% FRS] N235 := 244 [ Number of data points for 2.0%, 3.0% ) and 5.0% FRS) l 105 := 0 ..(N05 - 1) Il := 0 ..(N1 - 1) I235 := 0 ..(N235 :1) 1 F05 := [ Frequency values for 0.5% FRS] IO5 READ (CPERDM05) 1 F1 := [ Frequency values for 1.0% FRS] Il READ (CPERDM1) 1 F235 := [ Frequency values for 2.0%, 3.0% I235 READ (NUPERIOD) and 5.0% FRS] i ' s a gab 446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction Nr. 2 SUBJECT FPC Crystal Rver #3 IDENTIFIER PAGE Floor Response Spectrum Generation DO-5520127.0SE
> CALCULATION REv.i t0 j y Ig y
{ y ygg , OAIGINATOA SJ. Sernan WO. l DATE 10/29/92 l A05E := READ (C186D055) [ Acceleration values for 0.5% FRS l IOS in Strong direction] l I l A05N := READ (C186D05W) [ Acceleration values for 0.5% FRS I IOS in Weak direction) A1 := READ (C186D1) [ Acceleration values for 1.0% FRS] Il A2E := READ (C186D2FS) [ Acceleration values for 2.0% FRS I235 in Strong direction] ! A2N := READ (C186D2EW) [ Acceleration valu3s for 2.0% FRS l I235 in Weak directsen] l l A3E = READ (C186D3FS) [ Acceleration values for 3.0% FRS I235 in Strong direction] l I l A3N := READ (C186D3FW) [ Acceleration values for 3.0% FRS I235 in Weak direction) ASE := READ (C186DSFS) [ Acceleration values for 5.0% FRS 1235 in Strong direction] l ASN := READ (C186D5FW) [ Acceleration values for 5.0% FRS I235 in Weak direction] [See the following page for notes about the above data files] l l l l > 1 GM-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTAOY
Engineering Instruction No. 2 SUBJECT FPC- Crystal Rver #3 60ENTIF6ER PAGE Floor Response Spectrum Genwation DC-5520127.0SE llf~ CALCULATION "I d d d d M MED Es oAGNATOR M Serhan _ wo, DATE 10/29/92 Notes: Floor response spectra for 2.0%, 3.0% and 5.0% equipment i damping are generated as a part of this calculation (1992). Floor response spectra for 0.5% and 1.0% equipment I damping were generated in the original design calculation (1971 - 1973). l Biggs method (G/C in-house FIDRMO computer code) was used t'o l generate all the above floor response spectra. See Attachment G for generat' ion of 2.0% floor response spectrum data in the Weak direction. See Attachment H for generation of 2.0% floor response spectrum data in the Strong direction l See Attachment I for generation of 3.0% floor response spectrum data in the Weak direction See Attachment J for generation of 3.0% floor response spectrum ! { } data in the Strong direction See Attachment K for generation of 5.0% floor response spectrum data in the Weak direction See Attachment L for generation of 5.0% floor response spectrum data in the Strong direction i i . l _ GAM 48 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction No. 2 SUBJECT IDENTIFIER PAGE FPC-% h #3 Floor Respese Spectrum Generation DC-5520127.oSE l6 REV.l y ] ] g ~ MICAOFILMED PAGES ORIGINATOR S.J. Serhan WO. I oATE 10/28/82 F05rev, F1rev and F235rev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain acceleration values A05o, Alo, A2o, A3o and A5o for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipmen damping, respectively, at 251 selected frequencies (F) . J := 0 . 250 F := 0.2 J (Selected Frequencies] J l l A05o := linterp 'F05rev,A05rev,F ' J , J Alo := linterp'Firev,Alrev,F ' J ' J~ l { } J A2o := linterp'F235rev,A2rev,F~ J , J, A3o := linterp'F2 5rev,A3rev,F' J , J. A5o := linterp'F235rev,A5rev,F' J , J, I I GAh446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY j i
Engineering Instructi:n Nr. 2 SUEkJECT IDENTIFIER PAGE FPO W % #3 Floot Response Spectrum Generation DC-6520127.0SE 7h CALCULATION b MICROFILMED PAGES ORIGINATOR S.J. Serhan WO. DATE 10/29/92 2 I A05o ,Alo ,A2o ,A3o ,A50 J J J J J f l
\ '\
- h. -
f I
, I I I (h/h g mr -
=a _
0 F 50 J OBE Floor Response Spectrum Curves for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipment damping. @D gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction Ni. 2
]
SUBJECT FPC CrystalRverc3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520127.0SE
=- - OF -
N g,g l h CALCULATION f MICROFILMED PAGES ORIGil4ATOR S.J. Serhan g DATE 10/29/92
, l Two sets of floor response spectrum curves are available for 0.5%,
2.0%, 3.0% and 5.0% equipment damping. One set is for the Weak direction (A?N) and the other set is for the Strong direction (A?E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping. The following conditional equations generate one set of floor response spectrum curve (A?), which envelopes both A?N and A?E curves.
~
A05 := if'AOSE > A05N ,A05E ,A05N 105 , 105 I05 105 105 A2 := if "A2E > A2N ,A2E ,A2N I235 . I235 I235 I235 I235, U A3 I235
- = if 'A3E I235
> A3N I235
,A3E I235
,A3N I235 A5 := if'ASE > A5N ,ASE ,A5N I235 .
I235 I235 I235 I235, i
- v gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction Nr. 2 SUBJECT FPC CrystalRyer(3 IDENTIFIER PAGE Roor Ruponn Spectrum Generation DC-552M27.0SE ~7b
~
CALCULATION REV. l { ] { g { } MICROF1LMED PAGES ORIGir4ATOR SJ. $erhan WO. DATE 10/29/92 I F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order. l F05rev := F05 i I I05 N05-1-IO5 i A05rev := A05 105 N05-1-IO5 Similarily for 1.0% equipment damping, F1rev := F1 Il N1-1-Il Alrev := Al Il N1-1-Il l l l l l
' Similarily for 2.0%, 3.0% and 5.0% equipment damping, F235rev := F235 I235 N235-1-I235 A2rev := A2 I235 N235-1-I235 A3rev := A3 I235 N235-1-I235 A5rev := A5 I235 N235-1-I235 l l t
GA)446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY m
Engineering instruction N2. 2 NCT FPC. Crystal %er (3 miirim PAGE Floor Reeponse Spectrum Generation DC-86201ar.0SE % CALCULATION' b b I MICROFILMED PAGES ORIGINATOR SJ. Serhan WO. DATE 10/as/sa SSE floor response spectrum curves are the product of multiplying the OBE curves by 2.0 as follows: A05s := 2.0 A05o Als := 2.0 Alo A2s := 2.0 A2o . A3s := 2.0 A3o l t A5s := 2.0 A5o l l l 3 1 I t ! g A05s ,Als ,A2s ,A3s ,A5s f f' J J J J J l [?I
/ %\
A W JM_ _ =. - 0 ' 0 F 50 J SSE Floor Response Spectrum Curves for 0.5%, 1.0%, 2.0%, 3.0% and 5.0% equipment damping. le
- ~ .
C.'j "" 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
-. =- - . .
Engineering Instruction N:. 2 SUBJECT FPC Crystal River #3 IDE.NTIFIER PAGE Floor Response Spectrum Generation DC 5520127.0SE $
'~
y l{ CALCULATION nev- l MICAOFILMED ORIGINATOR lD S.J. Serhen D D PAGES g,
\
DATE 10/29/92 l l
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l l 7. GENERATION OF FIDOR CURVES USING POWER METHOD 7.1 Auxiliary Building, Elevation 143' l Given: 0.5% and 1.0% floor response spectrum curves Required: 2.0%, 3.0% and 5.0% floor response spectrum curves Read Input Data Files N05 := 244 [ Number of data points for 0.5% FRS] N1 := 36 (Number of data points for 1.0% FRS] { } 105 := 0 ..(N05 - 1) v Il := 0 . . (N1 - 1) I 1 F05 := [ Frequency values for 0.5% FRS) IOS READ (APERDM05) 1 F1 := (Frequency values for 1.0% FRS) Il READ (APERDM1) l l A05E := 2 READ (A143D05E) (Acceleration values for 0.5% FRS IOS in East-West direction) A05N := 2 READ (A143D05N) [ Acceleration values for 0.5% FRS i IOS in North-South direction] l A1 := 2 READ (A143D1) [ Acceleration values for 1.0% FRS] Il a G^_W 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction NO. 2 SUBJECT FPC Crystal River (3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520127.0SE b CALCULATION Rev. i y y y y { } ucROFILMED PAGES ORIGINATOR S.J. Serhen WO. , DAre 10/28/s2 Two floor response spectrum curves are available for 0.5% equipment damping. One is for the North-South direction (A05N) and the other for the East-West direction (A05E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping, , The following conditional equation generates one floor response spectrum curve (A05), which envelopes both A05N and A05E curves. l 4
~
1 A05 := if'A05E > A05N ,A05E ,A05N IO5 , 105 105 IO5 IOS, i j 4 1 4 Q . 2 9 1 I A05E ,A05N ,A05 , IOS IO5 105 l ( I J t n
--~-
l t r '
% _ jQg 0
0 F05 50 105 Comparison of E-W FRS, N-S FRS and Enveloped FRS for 0.5% Equipment Damping. Unbroadened Curves.
^@,
gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY o
Engineering instruction N5. 2 SUBJECT FPC Crystal Rver C3 IDENTIFIER PAGE Floor Response Spectrum Generation DC 5520127.0SE 62 CALCULATION nev. i [g y 2j y i j ) uicROritMED PAGes ORIGINATOR MW WO. oAre to/29/s2 4 l i 1 ! I 1 1 3 2. j .: a
- l i
/
i A05 ,Al nd IO5 Il jr
- 1 (
/l s===- ,
~ , -_ - -.
0 , O F05 ,F1 50
- IO5 Il 1
Comparison of 0.5% FRS and 1.0% FRS. Unbroadened Curves. l 9 . GAi 446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
1 Engineering Instruction N!. 2 SUBJECT 6 DENT G 5 PAGE FPC W h #3 Floor Response Spectrum Generation DC 'J520127.0SE b3 CALCULATION nEv. i g y y y l l MICROFILMED PAGEs ORIGINATOR S.J. Serhan Wo. DATE 10/29/92 J l F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order. F05rev := F05 105 N05-1-IO5 A05rev := A05 105 N05-1-IO5 Similarily for 1.0% equipment damping, l l F1rev := F1 Il N1-1-Il Alrev := Al Il N1-1-Il F05rev and Firev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain acceleration values A05 final for 0.5% equipment damping and Alfinal for 1.0 equipment damping at 251 selected frequencies (F). J := 0 . 250 F := 0.2 J [ Selected Frequencies) J A05 final := linterp'F05rev,A05rev,F ' J , J. Alfinal := linterp'Firev,Alrev,F' 3 . J. ( I GAH46 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N2. 2 Sua;EcT OENMER FPC crystalmercs PAGE Roor Responw Spectrum Generation DC-5820-W.0SE OQ CALCULATION b b l l uicAOFILMED PAGES ORIGINATOA S.J. serhan g oAre 10/29/s2 2 T' l f n __L li l I l l . A05 final ,A05 ,
"I J IOS ;
J 5. [ \ f
~---
~ _ s -~ w -
g
/
0 F ,F05 50 J IO5 Comparison of 0.5% FRS and Interpolated 0.5% FRS. g g Unbroadened Curves. L
/
2.0 Alfinal ,Al n J Il i ;
/ \
f - / K_ 0 0 F ,F1 50 J Il Comparison of 1.0% FRS and Interpolated 1.0% FRS. l Unbroadened Curves. . GA1446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction Nr. 2 SUBJECT FPC Crystal Rver #3 IDENTIFIER PAGE Floor Response Spectrum Generation ".C-5520127.0SE 85 CALCULATION b l MICROFILMED PAGES ORGINATOR S.J. Serhan wg, DATE 10/29/92 7.1.1 2.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response ; spectrum at 2% damping.
$1 := 0.5 S2 := 1 S3 := 2
'S 3' in -
fl, n := n=2
'S2' (
l In -
- fl.
1-n n A2 := 'A05 final " -
"Alfinal '
J - J - - J-i 2.0 1 i f f ! l i i l
}
A05 final ,Alfinal ,A2 ! J J J
]/N ._
i R % A ~ 5:-ss? -= :-
-x -
l 0 0.5 F 50 J i Comparison of 0.5% FRS, 1.0% FRS and 2.0% FRS.
.{ } Unbroadened Curves.
l
~
l G?2 S 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY L
Engineering instructi:n No. 2 SUBsECT ,.PC Crystal River #3 IDEMiHER PAGE Roor Response Spectrum Generation DC 5520127.0SE % ~
,, REV.l @ ] 2J p
, CALCULATION MCROFit.MED PAGES 1 ORIGINATOR S.J. Serhan g, l DATE 10/29/92
- 7.1.2 3.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response spectrum at 3% damping.
i #1 := 0.5 p2 := 1 $3 := 3 l l '$ 3' i in -
- fl.
l n := n = 2.585 l ' 2' f in - l fl. 1-n n / A3 := 'A05 final ~ -
'Alfinal
- J , J. ,
J, w 2 l l
^ l f1 !
A05 final ,Alfinal ,A3 J J J f 1 /L Al 1 _ - - , ,
^ ^
($l
%d
"~
w s = l
~ _, .
0 O.5 F 50 J r 2 Comparison of 0.5% FRS, 1.0% FRS and 3.0% FRS. Unbroadened curves. I gal-446 2 92 THIS IS A PER','ANENT RECORD DO NOT DESTROY l )
~ - -- _- .
EnginIcring Instruction N6. 2 i Sua>ECI FPC Crystal River C3 IDENilRER PAGE Floor Response Spectrum Gtneration DC-5520127.0SE @ OF - i CALCULATION REV. l h d b b l MicAomtMED Paces l I S.J. Serhan OAIGINATOR WO. DATE 10/29/92 l 7.1.3 5.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response spectrum at 5% damping. B1 := 0.5 2 := 1 3 := 5 l
"$ 3' In -
fij n := ~ n = 3.322 2' l in - fl, n 1-n A5 := 'A05 final ' -
'Alfinal ~
J , J, , J, j l l I I 2.0
-'. ^ l
)
1 I
' I A05 final ,Alfinal ,A5 J J J
! b.
Ed %
- = '; '
N c wr
%/~M P-- _ -
%d 0
0.5 F 50 J Comparison of 0.5% FRS, 1.0% FRS and 5.0% FRS. Unbroadened Curves. I' O GAI-446 2 92 THis IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N . 2 SUBJECT FPC Crystal River c3 IDENTIRER PAGE Floor Response Spectrum Generation DC-5520127.0SE
~
CALCULATION REV.l l] ] 2j
-- ]
MICAOALMED PAGES l ) ORG NATOA S.J. Schan Wo. DATE 10/28/s2 7.2 Auxiliary Building, Elevation 162' Given: 0.5% and 1.0% floor response spectrum curves Required: 2.0%, 3.0% and 5.0% floor response spectrum curves Read Input Data Files N05 := 244 (Number of data points for 0.5% FRS) N1 := 36 (Number of data points for 1.0% FRS) 105 := 0 ..(N05 - 1) Il := 0 . . (N1 - 1) l I 1 . F05 := (Frequency values for 0.5% FRS) I05 READ (APERDMOS) 1 F1 := (Frequency values for 1.0% FRS) Il READ (APERDM1) A05E := 2 READ (A162D05E) (Acceleration values for 0.5% FRS 105 in East-West direction) A05N := 2 READ (A162005N) (Acceleration values for 0.5% FRS IO5 in North-South direction) A1 := 2 READ (A162D1) (Acceleration values for 1.0% FRS) Il l 'O G?J MS 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N3. 2 , l SUBJECT FPC. Crystal Ryer C3 IDENT6FIER PAGE ' Floor Response Spectrum Generation DC-5520-127.0SE 6C[
<~ s CALCUl.ATION '
REV. l g ] 2J ] ucRonwEo PAGEs ORIGINATOR SJ. Serhan WO. DATE 10/29/92 Two floor response spectrum curves are available for 0.5% equipment damping. One is for the North-South direction (A05N) and the other for the East-West direction (A05E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment j damping. l The following conditional equation generates one floor response spectrum curve (A05), which envelopes both A05N and AOSE curves. A05 := if'A05E > A05N ,AOSE ,A05N IO5 , IO5 105 IO5 105, l l 2 S I 1 i ( AOSE ,AOSN ,A05 _ .~.-- 105 105 IOS l l \ f\
-~
/ \ yg r ~
NP A --~%
% N O
O F05 50 105 Comparison of E-W FRS, N-S FRS and Enveloped FRS for 0.5% Equipment Damping. Unbroadened Curves. 1 GAh446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY l
l Ec;lneering Instruction No. 2 SUBJECT IDENTIFIER PAGE FPC- @W h #3 90 Floor Theponse Spectrum Generation DC 5520-127.0$E
} CALCULATION b b
{ MICAOFILMED pAGES ORIGINATOR S.J. Sernan g DATg 10/29/92 r f ( I
,r-v A05 ,Al /I l{
IO5 Il p 1 ( es ' 9 E \ ! /% w A_ ;- /
^ % g> ' ' ' -
0 0 F05 ,F1 50 I05 Il Comparison of 0.5% FRS and 1.0% FRS. Unbroadened Curves. l ' l9 . gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N2. 2 1 SUBJECT FPC Crystal Alvor #3 IDENTIFIER PAGE l t Floor Response Spectrum Generation DC-5520127.0SE bI
~
I El MICROFILMED W d d d PAGES ORIGfNATOR S.J. Serhan wo, DATE 10/29/92 l F05 and A05 contain frequency and acceleration values which are l not in ascending order as required by MathCAD. The following mathematical operations will reverse this order. F05rev := F05 IOS N05-1-IO5 A05rev := A05 IO5 N05-1-IO5 Similarily for 1.0% equipment damping, Firev := F1 Il N1-1-Il Alrev := Al Il N1-1-Il e v F05rev and F1rev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain acceleration values A05 final for 0.5% equipment damping and Alfinal for 1.0 equipment damping at 251 selected frequencies (F). J := 0 . 250 F := 0.2 J [ Selected Frequencies) J A05 final := linterp'F05rev,A05rev,F' 3 . J. ] , Alfinal := linterp'Firev,Alrev,F " l l J , J. l 4
- C_
i gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY , e l l
Engineering Instruction N$. 2 SUBJECT FPO. Crystal Ryer (3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520-17 )SE
~
CALCULATION PE l [0] d d d q g MICROFILMED PAGES ORIGINATOR SJ. Schan wo, DATE 10/29/92 r f l T l A05 final ,A05 l k J 105 f I ( n
/ \ y,-- / \ ~-
f
~-
0 0 F ,F05 50 J 105 Comparison of 0.5% FRS and Interpolated 0.5% FRS. Unbroadened Curves. 2.0
\
Alfinal ,Al J Il J \ ! / ( l
/
/ \^ s '
- -- m 0
0 F ,F1 50 J Il Comparison of 1.0% FRS and Interpolated 1.0% FRS. Unbroadened Curves. G.*J MS 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction Nr. 2 SUBJECT FPC CrystalRverC3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5820127.0SE M OF
*! b b b b l MICROFILMED PAGES ORIGINATOR S.J. Serhan g, DATE 10/29/92 7.2.1 2.0% Floor Response Spectrum i
Given response spectra at 0.5% and 1% damping, find response spectrum at 2% damping.
#1 := 0.5 #2 := 1 3 := 2 i
In - fl, n :- r=2
'#2' I in -
i fl, 1-n n A2 := A05 final' -
'Alfinal ~
J . J. . J. 9 2.0 ' ' A ii l
% I i
l l
)t A05 final ,Alfinal ,A2 1
f - l J 5 / \ [ t / kCN' ass m ,g> - 7 cb: e 29 , . I - U -- % I O 0.5 F 50 J Comparison of 0.5% FRS, 1.0% FRS and 2.0% FRS.
' Unbroadened Curves.
l l gal-446 2-92 THIS IS A PERMANFNT RECORD DO NOT DESTROY L
Engineering instruction N3. 2 l SUBJECT FPC Crystal Ryer(3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520-127.0SE % ~ l CALCULATION' REV. l @ ] 2] g !{ } MICROFILMED ORIGINATOR S.J. Serhan PAGES WO. DATE 10/29/92 l 7.2.2 3.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response spectrum at 3% damping. l
$1 := 0.5 $2 := 1 3 := 3 1 1
'S 3' in -
fij n := n = 2.585
'# 2' in --
fl. 1-n n A3 := 'A05 final ~ -
"Alfinal ~ (
J , J. , J, i i 2 0 3i
% l I
I A05 final ,Alfinal ,A3 L j { J J J N / 4 A LACN l p:J) %f_-
/
/
N l 0 1 0.5 F 50 ( J l Comparison of 0.5% FRS, 1.0% FRS and 3.0% FRS. g Unbroadened Curves. ? . GA' "S 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY I
l Engineering instruction Nr. 2 SUBJECT FPC Crystal Alvor #3 LDENTIFIER PAGE l ! Roor Response Spectrum Generation DC-5520127.0$E 95
~
REV.l y ] 2] y l{ } CALCULATION y ugg ,,ggg ORIGINATOR S.J. Serhen g, DATE 10/29/92 7.2.3 5.0% Floor Response Spectrum l Given response spectra at 0.5% and 1% damping, find response ; spectrum at 5% damping. l l l 1 := 0.5 S2 := 1 $3 := 5
"$ 3' l In -
fl. n := n = 3.322
' 2' in -
fl. 1-n n A5 := 'A05 final ' -
'Alfinal" J , J. . J.
2.0 A Ii I I A05 final ,Alfinal ,AS J J J
!f
[ k / f\ l l k } j w p ;g ~ w g7 v % ms
/ -
0 0.5 F 50 Comparison of 0.5% FRS, 1.0% FRS and 5.0% FRS. l < Unbroadened Curves. ? > i gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction Nr. 2 sueJECT FPC Crystal Rver #3 IDENTIFIER PAGE Roor Response Spectrum Generation DC-5520-127.08E
~
RE l [0] ,] 1 2
,J 3J CALCULATION MICROFitMED PAGES ORIGINATOR S.J. Serhan g oAre 10/2s/s2 l
7.3 Auxiliary Building, Elevation 209' l Given: 2.0% and 5.0% floor response spectrum curves Required: 3.0% floor response spectrum curves Read Input Data Files , l N235 := 255 (Number of data points for 2.0, l 3.0% and 5.0% FRS) I := 0 ..(N235 - 1) 1 F235 := (Frequency values for 2.0%, 3.0% and I READ (A209PER) 5.0% FRS] A2E := 2 READ (A209D2FE) (Acceleration values for 2.0% FRS I in East-West direction] A2N := 2 READ (A209D2FN) (Acceleration values for 2.0% FRS I in North-South direction) ASE := 2 READ (A209D5FE) (Acceleration values for 3.0% FRS I in East-West direction) A5N := 2 READ (A209D5FN) (Acceleration values for 3.0% FRS I in North-South direction] l l l I . gal-446 242 THIS IS A PERMANENT RECORD DO NOT DESTROY
l Engineering Instruction NN. 2 SUBJECT FPC Crystal Ryer #3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5820127.0SE
.l CALCULATION REv. i g y y y M F MED PA s ORIGINATOR S.J. Serhen g DATE 10/29/92 ;
l I F235 and A? contain frequency and acceleration values which are l not in ascending order as required by MathCAD. The following ' mathe2natical operations will reverse this order. F235rev := F235 I N235-1-I l l A2Es := A2E l I N235-1-I l A2Ns := A2N I N235-1-I I l ASEs := ASE l I N235-1-I ; l j g A5Ns := ASN ' ( I N235-1-I .
)
l 1 I l I MM GAM 46 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY I l
Engineering instruction N3. 2 SUBJECT FPC Crystal Ryer #3 IDENTIFIER PAGE Floor Response Spectrurn Generatkm DC-5520127.0SE N. OF ~ REV.l l)) JJ 2] 3] MICROFILMED PAGES ORIGINATOR S.J. Serhan g, OATE 10/29/92 l 7.3.1 3.0% Floor Response Spectrum Given response spectra at 2.0% and 5.0% damping, find response spectrum at 3% damping. East-West Direction, i i 1 := 2.0 S2 := 5.0 3 := 3.0
'# 3' in -
fl. ! n := n = 0.443
'S 2' l In -
I fl.
- 1-n n ,
A3Es := 'A2Es" -
'ASEs '
I . I. . I. I l 5 l l l l I 1 l A2Es ,A3Es ,ASEs ' A I I I 9
, L 7%
k yr R)j v-- bb d ' -
~~
bk . 0 1.0 F235rev 50 I I Comparison of 2'.0% FRS, 3.0% FRS and 5.0% FRS.
~
Unbroadened Curves. East-West Direction. G_^! "S 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY l
Engineering Instruction N . 2 SUBJECT FPC - Crystal River #3 IDENTIRER PAGE Roor Response Spectrum Generation DC-5520127.0SE OF - CALCULATION REV.l [ ] 2] y { } uicnoritMEo _ PAGES ORIGINATOA SJ. Serhan WO, DATE 10/M/92 7.3.2 3.0% Floor Response Spectrum Given response spectra at 2.0% and 5.0% damping, find response spectrum at 3% damping. North-South Direction.
#1 := 2 2 := 5 3 := 3
' 3' in -
fl, n := n = 0.443
'#2' In -
fl. 1-n n A3Ns := 'A2Ns' -
'A5Ns '
I , I, , I, (s . 5
.1 A2Ns ,A3Ns ,A5Ns ,
I I I $ [ y ' 3 [
, (
\ _
I O 1.0 F235rev 50 I Comparison of 2.0% FRS, 3.0% FRS and 5.0% FRS.
- g .
.Unbroadened Curves.
gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY l
_~ .. Engineering Instruction N3. 2 SUBJECT FPC Crystal Ryer #3 IDENTlRER PAGE l Floor Response Spectrum Generation DC-5520177.0SE l00 CALCULATION El MiCAOALMED W d d d PAGES ORIGNATOR S.J. Sethan g, DATE 10/29/92 7.4 Control Building, Elevation 145' l l l Given: 0.5% and 1.0% floor response spectrum curves Required: 2.0%, 3.0% and 5.0% floor response spectrum curves Read Input Data Files N05 := 247 [ Number of data points for 0.5% FRS] N1 := 36 [ Number of data points for 1.0% FRS] IO5 := 0 . . (N05 - 1) Il := 0 . . (N1 - 1) I l ! (- F05 := l [ Frequency values for 0.5% FRS] l l IO5 READ (CPERDMOS) 1 1 l F1 := [ Frequency values for 1.0% FRS] ! Il READ (CPERDM1) A05E := 2 READ (C145D05S) (Acceleration values for 0.5% FRS IOS in Strong direction] A05N := 2 READ (C145D05W) [ Acceleration values for 0.5% FRS 105 in Weak direction] . l l A1 := 2 READ (C145D1) [ Acceleration values for 1.0% FRS] l Il l i i i O gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N2. 2 i SUBJECT FPC. Crystal River (3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520127.ose iOl ,
'- 1 nev. I w y y gy MICAOFILMED PAGES ORIGINATOR S.J. Serhan g, DATE 10/M/92 Two floor response spectrum curves are available for 0.5% equipment damping. One is for the Weak direction _ (A05N) and the other for the Strong direction (A05E). On the other hand, only one ,
floor response spectrum curve is available for 1.0% equipment i damping. The following conditional equation generates one floor response spectrum curve (A05), which envelopes both A05N and A05E curves. l l l J A05 := if'A05E > A05N ,A05E ,A05N ! IO5 , IOS IO5 IO5 IO5, f . 2 l l 4 i l l l
- A05E ,A05N ,A05 4
105 105 IOS 1 1 ._ l ll l es __ j 2 M [ Y \
- r yv /_- /\ s s _-= -
~ -
1 0 O F05 50 IO5
- Comparison of E-W FRS, N-S FRS and Enveloped'FRS for
' O.5% Equipment Damping. Unbroadened Curves.
G.aj "$ 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY a
. l Engineering Instruction No. 2 l S ECT IDENT6FIER PAGE !
FPC Crystal Rver #3 I Roor Response Spectrurn Generation DC N127.0SE IOL
~
1 CALCULATION b d 3] MICROFILMED PAGES ORIGINATOR S.J. Serhan j
- DATE 10/29/92 *g l
l 2 A05 ,Al , (f l IO5 Il ; N l I. l
> , l h
, I ,,
ld Al \ \ fs 'V 1 l
## NN -/ s s-\ s _
~,
0 0 F05 ,F1 50 IO5 Il Comparison of 0.5% FRS and 1.0% FRS. Unbroadened Curves. 4 iG l.- gal-446 2-92 T
,HIS IS A PERMANENT RECORD _ DO NOT DESTROY
Engineering Instruction N2. 2 suaJECT FPC Crystal Rver #3 IDENTIFIER PAGE Roor Response Spectrum Generation DC-552012*.0SE IO3 OF CALCULATION
=I ld 'J 2j y l y,cggy,Lygg p,gg3 glNATOR S.J. Se.han WO.
one 10/2e/s2 F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD- The following mathematical operations will reverse this order. F05rev := F05 , IO5 N05-1-IOS A05rev := A05 IO5 N05-1-IO5 Similarily for 1.0% equipment dartping, F1rev := F1 Il N1-1-Il Alrev := Al Il N1-1-Il l F05rev and Firev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain j acceleration values A05 final for 0.5% equipment damping and Alfinal - for 1.0 equipment damping at 251 selected frequencies (F). l J := 0 . 250 F := 0.2 J (Selected Frequencies] J A05 final :=linterp[F05rev,A05rev,F' J t J. Alfinal r
- = linterp,Firev,Alrev,F' J l J.
l \ gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N2. 2 SUBJECT FPC Crystal Ryer 03 10ENT4FIER PAGE Roor Response Spectrum Generation DC-5520-127.0SE IOy l CALCULATION' b MICAOALMED PAGES ORIGINATOR S.J. Serhen g, DATE 10/29/92 2 1 A05 final ,A05 J IOS f i i L -s ___ J
\ f V 1
[ %/ %_ -- - 0 0 F ,F05 50 J IOS Comparison of 0.5% FRS and Interpolated 0.5% FRS. Unbroadened Curves, p j i 2.0 Alfinal ,Al I d\ l1 \ n f ' ' t _ / N - g , 0 F ,F1 50 J Il Coimparison of 1.0% FRS and Interpolated 1.0% FRS. l Unbroadened Curves. gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY o
Engineering Instruction Nr. 2 SUBJECT IDENTIFIER PAGE FPC.@tal h #3 Floor Response Spectrum Generation DC-5520127.0SE IO5 q aev I ld .LI 2j sj CALCULATION MICROFILMED PAGes ORIGINATOR S.J. Serhan wg, DATE 10/29/92 7.4.1 2.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response spectrum at 2% damping. 1 := 0.5 2 := 1 $3 := 2
"$ 3' in -
l fl, n := n=2
"$ 2' In -
fl. 1-n n A2 := 'A05 final ' -
'Alfinal '
3 . 3 . 3 2.0 h l A05 final ,Alfinal ,A2 J J J f l l
. i es __
4R L kV \ T [\ v N s \ s
/ l\ \
( sNr - __ -- -- ~ _ - L - ' N - - w .,._ 0 0.5 F 50 J i I Comparison of 0.5% FRS, 1.0% FRS and 2.0% FRS. Unbroadened Curves.
.s GM S 29; THIS IS A PERMANENT RECORD DO NOT DESTROY
r-Engineering Instruction Nr. 2 SUBJECT IDENTIFIER PAGE FPC W h #3 I Roor Response Spectrum Generation DC-5520-127.0SE Or """ CALCULATION REV.l [0J JJ 2] 3] { } MicnOFILMED PAGES ORIGINATOR SJ W WO. DATE 10/29/92 7.4.2 3.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response spectrum at 3% damping.
#1 := 0.5 #2 := 1 #3 := 3
'# 3' In -
l fl. ! n := n = 2.585
' 2' in -
fl. l 1-n n l A3 := 'A05 final " -
'Alfinal "
l J , J. . J. lI L - 2 h L A05 final ,Alfinal ,A3 J J J f! h i e-s __
/M i /s V T
%.< w N -_ _ - --
0 ( - #* " ( , , - ^ --~ w %_ __, 0.5 F 50 J ' Comparison of 0.5% FRS, 1.0% FRS and 3.0% FRS. j i Unbroadened curves. , i gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY J
Engineering Instruction Ni. 2 SUEUECT FPC Crystal Ryer #3 10ENTIRER [PAGE Roor Response Spectrum Generation DC-5520177.osa 10 7 ,h REv.i g y y y l CALCULATION MICROFILMED PAGES
. ORIGINATOR MkW WO.
l DATE to/29/92 7.4.3 5.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response i spectrum at 5% damping. 1 := 0.5 #2 := 1 #3 := 5
'S 3' in -
fl. n := n = 3.322
'# 2' in -
fl. 1-n n AS := 'A05 final ' -
'Alfinal '
< J . J. . J. i i I .
'- 2.0 l i
h I p l A05 final ,Alfinal ,A5 J J J If l , \ er ..
// M ( [s Y \
) %<
\ s N .__ - --
(,/ \_y ^ -' %_ _ 0.5 F 50 J Comparison of 0.5% FRS, 1.0% FRS and 5.0% FRS. Unbroadened Curves. 9 L gam 45 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY o
Engineering Instruction No. 2 l SUBJECT FPC Crystal Rver C3 IDENTIFIER PAGE Floor Response Spectrum Generation DC 5520-127.0SE 5Ob F-CALCULATION. Rev.l Loj y y g { l MICAOFILMED PAGES ORIGINATOR S.J. Serhan g, DATE 10/29/92 7.5 Control Building, Elevation 163' Given: 0.5% and 1.0% floor response spectrum curves l 1 Required: 2.0%, 3.0% and 5.0% floor response spectrum curves ! Read Input Data Files N05 := 244 [ Number of data points for 0.5% FRS] N1 := 36 (Number of data points for 1.0% FRS] IOS := 0 ..(N05 - 1) Il := 0 . . (N1 - 1) i I 1 F05 := [ Frequency values for 0.5% FRS) IOS READ (CPERDMOS) 1 F1 := (Frequency values for 1.0% FRS] Il READ (CPERDM1) AOSE := 2 READ (C163D05S) (Acceleration values for 0.5% FRS I05 in Strong direction] A05N := 2 READ (C163D05W) (Acceleration values for 0.5% FRS IOS in Weak direction) A1 := 2 READ (C163D1) (Acceleration values for 1.0% FRS) Il gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l l l Engineering Instructi:n No. 2 SUBJECT FPC Crystal Ryer (3 IDENTIFtER PAGE Roor Response Spectrurn Generacon DC-5520127.oSe l09 1 sev. i to j y aj g l CALCULATION y,e ygg , oRGNAToA - S.J. Seman wg, j oAre to/2s/s2 l l l Two floor response spectrum curves are available for 0.5% equipment I damping. One is for the Weak direction (A05N) and the other for the Strong direction (A05E). On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping. The following conditional equation generates one floor response spectrum curve (A05), which envelopes both A05N and A05E curves. 1 A05 := if 'A05E > A05N ,A05E ,A05N IO5 . IO5 I05 105 IOS. t 2
~.
l
\
i A05E ,A05N ,A05 105 105 I05
]
.J f
h r 1 n ' pe l
'~ s%<
\\ / l
- ~
w n - _- J
/ 1 1
0 0 F05 50 IO5 Comparison of E-W FRS, N-S FRS and Enveloped FRS for 0.5% Equipment Damping. Unbroadened Curves. lO . _THiS IS A PERMANENT RECORD DO NOT DESTROY
i Engineering instruction No. 2 l SUBJECT g,y % g IDENTIFIER PAGE Floor Raponse Spectrum Generation DC-5820127.0sg (1 O OF -
=l l1J 1.1 2j 1.l i CALCULATION MICROFILMED PAGES l ORIGINATOR S.J. Serhan wo, DATs to/29/sa i
i l l l 2 l i l E i l A05 ,Al 105 Il l Il k k
- i. .-. /) hh u sy .-- -_ 2
/ - -:~ - -s
-h --
0 ~, O F05 ,F1 50 IOS Il Comparison of 0.5% FRS and 1.0% FRS. Unbroadened Curves. [ l l l
. l i !
t I l 2 \ i GAM 46 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY l
5 Engineer'ng Instructi:n Ns. 2 SUBJECT FPC. Crystal Rver #3 IDENTFiER PAGE Roor Response Spectrum Generation DC 5520127.0SE IIk F-
> CALCULATION REv I LoJ B 2j g l MICAOFILMED PAGES ORIGINATOR S.J. Serhan WO.
DATE 10/29/92
- I
, F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order. F05rev := F05 105 N05-1-IO5 l' A05rev IOS
- = A05 N05-1-IO5
)
i i similarily for 1.0% equipment damping, l . F1rev := F1 4 Il N1-1-Il Alrev := Al Il N1-1-Il L . F05rev and Firev do not have the same frequency spacing and, consequently, their frequency and acceleration values do not match one-to-one. Therefore, linear interpolation is performed to obtain acceleration values A05 final for 0.5% equipment damping and Alfinal for 1.0 equipment damping at 251 selected frequencies (F) . J := 0 . 250 F := 0.2 J [ Selected Frequencies] J A05 final := linterp'F05rev,A05rev,F" J , J. Alfinal := linterp'Firev,Alrev,F' J . J.
. l l
m. gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N5. 2 SUBJECT FPC Crystal River #3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520127.0SE b
) CALCULATION aEv.1 [O y y y MicaoFILMED PAGES ORIGINATOA S.J. Serhan wo, DATE 10/29/92 2
l l l 1 f 1 l A05 final ,A05 J IO5 1 1 (
/ \
f & - __ j v -% - o l. , O F ,F05 50 J IOS Comparison of 0.5% FRS and Interpolated 0.5% FRS. Unbroadened Curves. I '
\,
'l l l
l 2.0 l 1 Alfinal ,Al J Il A ..: _ _ , ) \ Y L __ O 0 F ,F1 50 J Il Comparison of 1.0% FRS and Interpolarad 1.0% FRS. Unbroadened Curves. gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction NO. 2 SUBJECT IDENTRER PAGE FPC Crystal Rver #3 Floor Response Spectrum Generation DO-5520127.0SE llb f OF - d ae' I til JJ li 3J MCAOFILMED PAGES ORIGINATOR S.J. Serhan wo, DATE 10/29/92
; 7.5.1 2.0% Floor Response Spectrum
] Given response spectra at 0.5% and 1% damping, find response spectrum at 2% damping. 1
#1 := 0.5 2 := 1 $3 := 2
"$ 3' in -
fl. j n := n=2
"$ 2' in -
- 91 a
n 1-n A2 := 'A05 final ' -
"A.'. final "
J . J. . J. 2 I L 2.0
/
I i I ! 9 1 . j 1 A05 final ,Alfinal ,A2 d '
! .J J J J i _ -
. 'i l A \\'
/ ' .,r%
Yu
/ n __-
A/C:~ ~ ~ b ' m 0 1 0.5 F 50 J Comparison of 0.5% FRS, 1.0% FRS and 2.0% FRS. Unbroadened Curves. l o
- gal 446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
1 l Engineering Instructi:n Nc. 2 SUBJECT FPC. Crystal Rwer #3 N *'m PAGE l Roor Response Spectrum Generation DC-5520127.0SE II4 l CALCUl.ATION' REV.l y ,, ,j 1
] y -
MCplMED PAGES _ ORIGINATON S.J. Serhan g DATE 10/29/92 l l 7.5.2 3.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response spectrum at 3% damping. l 1
$1 := 0.5 $2 := 1 #3 := 3 ,
1 1
'# 3' in -
fl, , n := n = 2.585
'S2' in -
fl, l 1-n n ' l A3 := "A05 final ~ -
'Alfinal "
J , J, , J, l ' C l 2
/ l I ;
)
\ l l
A05 final ,Alfinal ,A3 J J J l [
} ,
l E \, \ ej 7 , , 3 f [ Y' r - sn _-
.4/ ^'
~~~~ 2 '~
q 0 v _ - ~- % - __ 0.5 F 50 ! J 4 ! Comparison of 0.5% FRS, 1.0% FRS and 3.0% FRS. j Unbroadened Curves. , jvi GM 446 2-92 THIS IS A PERMANEi4T RECORD DO NOT DESTROY
1 Engineering Instructi:n No. 2 suajECT IDENEFIER PAGE FPC M h #3 !Ib Floor Roepones Spectrum Generadon DC-SS201rF.0SE
~
CALCULATION El d d d d MicROFituso PAGEs ORIGINATOR 8 J Sh WO. oAre 10/2s/sa 7.5.3 5.0% Floor Response Spectrum Given response spectra at 0.5% and 1% damping, find response spectrum at 5% damping.
#1 := 0.5 #2 := 1 #3 := 5
'# 3' In -
fl. , n := n = 3.322
~#2' in -
fl. 1-n n A5 := "A05 final ' -
"Alfinal "
J , J, , J, 2.0
/
O I A05 final ,Alfinal ,AS J J J t y,
/h \\, .
R
/ h s f%
%<J~%
4 -
/ '
% ., 5 - '-
, e % ,--m [
0.5 F 50 J Comparison of 0.5% FRS, 1.0% FRS and 5.0% FRS. Unbroadened Curves.
.J GM-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N2. 2 SUB4C ~ FPC Crystal her (3 OMMM PAGE
- Floor Response Spectrum Generation DC-ss20127.oSt i16
~
CALCULATION M-l & 0 & & M6CAORLMED PAGES ORIGINATOA S.J. Serhan WO. DATE 10/29/92 7.6 Control Building, Elevation 186' i i ] Given: 0.5% and 1.0% floor response spectrum curves l Required: 2.0%, 3.0% and 5.0% floor response spectrum curves 4 Read Input Data Files l. N05 := 244 (Number of data points for 0.5% FRS] l N1 := 36 (Number of data points for 1.0% FRS) i i 105 := 0 ..(N05 - 1) ; j Il := 0 ..(N1 - 1) y
! %.# F05 := (Frequency values for 0.5% FRS)
{ 105 RFA)(CPERIE05) I 1 1 F1 := [ Frequency values for 1.0% FRS) Il READ (CPERDM1) A05E := 2 READ (C186D05S) (Acceleration values for 0.5% FRS IOS in Strong direction] ;
~
A05N := 2 READ (C186D05W) [ Acceleration values for 0.5% FRS 105 in Weak direction) A1 := 2 READ (C186D1) (Acceleration values for 1.0% FRS] Il
\I GA6446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N5. 2 SUBJECT IDENTIFIER FPC W R W #3 PAGE Floor Response Spectrum Generation DC4520-127.0SE CALCULATION b b MICAOFit.MED PAGES oRGINATOR S.J. Serhen gg, o4Ts io/2s/s2 I Two floor response spectrum curves are available for 0.5% equipment ' damping. One is for the Weak direction (A05N) and the other for the Strong direction (A05E) . On the other hand, only one floor response spectrum curve is available for 1.0% equipment damping. The following conditional equation generates one floor response spectrum curve (A05), which envelopes both A05N and A05E curves.
- = if'A05E A05 > A05N ,A05E ,A05N I05 ,
105 I05 IO5 IOS, i 3 1 L ; I I A05E ,A05N ,A05 105 IOS 105
& , l l N' \ \
Y' TT/5 l-e [
) A A 0
0 F05 50 IOS Comparison of E-W FRS, N-S FRS and Enveloped FRS for 0.5% Equipment Damping. Unbroadened Curves. l l L. O GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction No. 2 1 SUBJECT : DENT 6FIER PAGE FPC.@ h M Roor Response Spectrum Generation DC-5820127.ou IIO l CALCULAT!ON ml MICROFILMED W d d L PAGES
~
l ORGINATOR S.J. W wo, DATE 10/29/92 l l 3 l l 0 A05 ,Al l IOS Il
, k t U J \\ l J W _
MN 0 O F05 , F1 50 105 Il Comparison of 0.5% FRS and 1.0% FRS. Unbroadened Curves. I i t GM446 2 94 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruellon N:. 2 - I SUBJECT IDENTIFIER PAGE FPC. Crystal Alver #3 Floor Response Spectrum Generation DC-es20127.0SE \\C\~ CALCULATION. M-l @ D D D MCAOFILMED PAGES I ORGNATOR S.J. Serhen WO. oATE io/2s/sa F05 and A05 contain frequency and acceleration values which are not in ascending order as required by MathCAD. The following mathematical operations will reverse this order. l l F05rev := F05 l 105 N05-1-IO5 A05rev := A05 105 N05-1-IOS Similarily for 1.0% equipment damping, i F1rev := F1 Il N1-1-Il ; i Alrev := Al i Il N1-1-Il l l' l F05 rov and F1rev do not have the same frequency spacing and, l consequently, their . frequency and acceleration values do not match one- to-one. Therefore, linear interpolation is performed to obtain acc21eration values A05 final for 0.5% equipment damping and Alfinal for; 1.0 equipment damping at 251 selected frequencies (F) . l J := 0 . 250 l F := 0.2 J (Selected Frequencies] J A05 final := linterp'F05rev,A05rev,F' 3 . 3
~
Alfinal := linterp'Firev,Alrev,F 3 . 3 d 0 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instructi:n N2. 2 SUBJECT FPC. Crystal Rver #3 :DENTFIER PAGE Floor Response Spectrum Gerwation DC-5520127.0SE l7 O ~ REV.l (,0 J 1
,, ,,] 2j 3]
CALCULATION PAGES MICROFILMED ORGINATOR S.J. Serhen WO. DATE 10/2s/s2 j l 3 l l l l l 5 A05 final ,A05 J IOS l l , L I [ k
,/ ( --
[V\ -- -- 0 F ,F05 ED J IO5 t I Comparison of 0.5% FRS and Interpolated 0.5% FRS. 1 Unbroadened Curves. l l (.' f i l 3.0 l Alfinal ,Al J Il
. h
/ \
J \ --
, ~ ~ -
0 F ,F1 50 J Il Comparison of 1.0% FRS and Interpolated 1.0% FRS. ! Unbroadened curves.
\
gal 446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY l
Engineering instruction Nc. 2 SUBJECT FPC. Crystal h #3 IDENTIFIER PAGE Floor Response Spectrum Generation DC 5620127.0SE III
~
CALCULATION REV.l y ] 2] 3] gg ,g,,Lygg ,,g ,3 ORG NATOR S.J. Sernan wo, cars to/29/s2 l 7.6.1 2.0% Floor Response Spectrum i Given response spectra at 0.5% and 1% damping, find response spectrum at 2% damping. B1 := 0.5 2 := 1 3 := 2
"$ 3' in -
fl. n := n=2
'S2' in -
fl. 1-n n A2 := 'A05 final' -
"Alfinal '
J . J. . J. L -
)
3 i h A05 final ,Alfinal ,A2 J J J J L
// l\ h r\r5 t
<# l (k Jdw
~
Y %, 7 (;---- _ 0 0.5 F ' 50 J Comparison of 0.5% FRS, 1.0% FRS and 2.0% FRS. Unbroadened curves. gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
. _ _ . . _ . - . _ _ . _ _ . _ - _ _ . . _ _ . _ _ - . . _ . . ..______.__._____._m._..-__.._.__ _ _ _ _ = _ _ _ _ _ _ . ~ . - .
Engineering instruction N3. 2 M ECT FPC Crystal Rver #3 IDENTIFIER 'PAGE Moor Roeponse Spectrum Generatkm DC4520127.0SE l77-CALCUI.ATION REV.l [0J j,j 2j
,, g ~
N ED PAGES ORGNATOR La. Sernen WO. DATE 10/29/92 7.6.2 3.0% Floor Response Spectrum Given response s W ka at 0.5% and 1% damping, find response spectnan at .3% damping. S1 := 0.5 #2 := 1 #3 := 3 l
'S 3' in -
fl. , n := n = 2.585
'$ 2' in -
fl. 1-n n ! A3 := "A05 final ' -
'Alfinal '
J , J. , J. (,- 1 3 h
\
\
A05 final ,Alfinal ,A3 I J J J ! l
\ g H \ ( !
\ h F\/5 % l f L %% A?w W Q7
%Q) = ; , ;=
l' 3 0 l 0.5 F 50 J , Comparison of 0.5% FRS, 1.0% FRS and 3.0% FRS. j i l
.Unbroadened curves. l
+
l ,- gal.446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY , 1
Engineering instruction No. 2 SUBJECT FPC- Crystai Rver #3 IDENTIFIER PAGE Roor Response Spectrum Generation DC-5520127.0SE 17 1 CALCULATION E-l b d b b ueCnorituto PAGES l osoitMToA S.J. Serben wo, oAre 10/28/s2 l l 7.6.3 5.0% Floor Response Spectrum l-Given response spectra at 0.5% and 1% damping, firid response i spectrum at 5% damping.
#1 := 0.5 #2 := 1 #3 := 5
'# 3' in -
fl. , n := n = 3.322
'# 2' In -
fl, 1-n n A5 := 'A05 final " -
'Alfinal
- J ,
J, , J, 3.0 h
. I A05 final ,Alfinal ,A5 J J J J l l Y
// '
\
1 r\r5 h t/ s \%' ' w t rv - - 7' ( s'._-
; ;_,_-x
--~~
0 0.5 F 50 J , i Comparison of 0.5% FRS, 1.0% FRS and 5.0% FRS. ! Unbroadened curves. i I s' GAM 46 2 94 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instructlin N:. 2 SUBJECT IDENTiftER FPC Crystal River #3 PAGE Fkmr Response Spectrum Generation DC 5520127.0SE I7.9 CALCULATION' aev. I [g y y 3J MICROFILMED PAGES ORIGINATOR S.J. Serhen wo, DATE 10/29/92
- 8. COMPARISON OF FICOR CURVES USING POWER METHOD WITH FIDOR CURVES USING BIGGS METHOD l
l 8.1 Auxiliary Building, Elevation 143' l J := 0 . 250 ; F := READ (Flinear) J l Floor Response Spectra Using the Power Method: ; 1 \ APM2 := READ (A143PM2) : APM3 := READ (A143PM3) J APM5 := READ (A143PM5) J l Floor Response Spectra Using Biggs Method: ABM2 := READPRN(A143BM2) - l ABM3 := READPRN(A143BM3) ABMS := READPRN(A143BM5) e
.p GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l Engineering instruction N3. 2 l SUELJECT IDENT6FIER PAGE FPC. Crystal River #3 Floor Response Spectrum Generatiort DC-5520127.0$E Ml & N N N l WCAOF1LMED PAGES, ORIGINATOR S.J. Serhen wo, ; DATE 10/2s/s2 l , 1.2 1 4. l\ TT Mi APM2 ,ABM2 P N J J
).
I %
& / \4_
't s V C~ ~
^ +- _ ,
([ ~ __ e- --- L 0 0 F 50 J Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 2.0% l g Equipment Damping. ++++ Biggs Method. l l 1.2 i f I < k APM3 ,ABM3 j ( /\1 J J ( , ds d J \ t A 3 N i - 4 % , - -_ 1 0 0 F 50 J Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 3.0% Equipment Damping. ++++ Biggs Method. l gal.446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
l Engineering instruction N3. 2 SUBJECT FPC Crystal Rver #3 IDENT4FIER FAGE Floor Response Spectrum Generation DC-5520127.0SE b CF -
"I d .' j 2j 3,j
,, )
CALCUI.ATION y ggg , 3 ORIGINATOR S.J. Serhan g, DATE 10/29/92 i l t 1.2
- 2.
l' . APM5 ,ABM5 + p n l\ S t! k 4 , ~tA
'( / % s t -
[ WW y ~- f
-~ __.
g 0 F 50 J (' . Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 5.0% Equipment Damping. ++++ Biggs Method. Notes: ( The above comparisons are based on unbroadened floor response spectrum curves ] [ It should be noted that floor response spectrum curves generated by Biggs Method after peak frequency broadening will mainly envelope the floor response spectrum curves generated by Power Method ] 4 l t i gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
, - _ . . _ . . _ - - - - . - . - . - . . . . ~ . . ~ ... . - . . . _ . . . . - . . _ . . . . . . - . .-
Engineering instruction Nd. 2 SUBJECT IDENTIFIER PAGE FPC Crystal Rver #3
% . s - G. -r. a oc 2 rz, aEv.I MOOFit.MED W D J B PAGES ORGINATOR SJ. W WO.
DATE 10/29/s2 8.2 Auxiliary 23.ildin3, Ulricticri.162' J := 0 . 250 l l F := READ (Flinear) ! J Floor Response Spectra Using the Power Method: APM2 := READ (A162PM2) J APM3 := READ (A162PM3) J APM5 := READ (A162PM5) J (t Floor Response Spectra Using Biggs Method: ABM2 := READPRN(A162BM2) ABM3 := READPRN(A162BM3) ABMS := READPRN(A162BMS) l l \ .. . GAL 446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N3. 2 3UBJECT FPC Csystal Rver #3 10ENTIFlER PAGE Floor Response Spectrum Genernoon DC-5520127.0SE ! b of ~ l CALCULATION REV.l @ ] 2 3 MICROFILMED PAGES ORGINATOR S.J. Serhan g,
' OATE 10/29/92 a
1.2 p Il LA
; W I \
APM2 ,ABM2 j 1 . n. J \\ / V ' N 1 A / VV / w ._ N
%# r N -_ - '
w i i i O O F 50
! J
. Comparison of Floor Response Spectrum Using l Power Method and Biggs Method for 2.0% Equipment Damping. ++++ Biggs Method. l 4 1.2 , f I tA n 1) n ri' . A?M3 ,ABM3 3 V l l 4 ' [\ m \\ - N/ \ l f Cy# / N % \ L __# N, _,/ -- N I 0 O F 50 J Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 3.0% Equipment Damping. ++++ Biggs Method. , e gal-446 29; THIS IS A PERMANENT RECORD DO NOT DESTROY
Engina aring Instructi:n N . 2 SUBJECT FPC Crystal Rver #3 IDENTIFIER PAGE Floor Reeponse Spectrum Generation DC 5820117.0$E IE9 ~ REV.l [0,j ] 2j 3
,J CALCul.ATION MICRCFILMED PAGES ORIGINATOR S.J. Serhan wo, DATE 10/29/92
~ ~
1.2 t'.'
/L n APMS ,ABM5 g rg 3 3 /
ct k N A
- . ( N IL I CW" P u '
\
'\ A s / M& >
fry vy] 0 0 F 50 \, Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 5.0% Equipment Damping. ++++ Biggs Method. Notes: ( The above comparisons are based on unbroadened floor response spectrum curves ] [ It should be noted that floor response spectrum curves generated by Biggs Meth m after peak frequency broadening will mainly envelope the floor response spectrum curves generated by Power Method ) e G 4446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
i l Engineering Instruction No. 2 SUELJECT IDENTIFIER PAGE FPC Crystal Rher #3 Floor Response Speewum Genwa6on DC-5520-127.0SE I3O ,
~
REV.l (0]
,1] 2j
, ,j 3 l CALCULATION MacRoFILMED PAGES ORIGINATOR $J. Serhen wo, DATE 10/29/92 8.3 Auxiliary Building, Elevation 209' l
J := 0 . 255 F := READ (A209PMF) I J ; Floor Response Spectra Using the Power Method: l l l APM2E := READ (A209PM2E) J APM2N := TJ:AD(A209PM2N) J
- k. '
- APM3E := READ (A209PM3E)
J APM3N := READ (A209PM3N) J APMSE := READ (A209PM5E) ' J . APMSN := READ (A209PM5N) J M l GAM 46 2-92 l THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instruction N2. 2 SUBJECT FPC Crystal Rvw #3 IDENTIFIER PAGE Roor Roeponse Spectrum Genwation DC-5520 trT.0SE !3l
~
REV.l [0J ] 2j
, 3j CALCULATION
.. uscnOFILMED PAGES ORGINATOR 8J W WO. DATE 10/28/s2 Floor Response Spectra Using Biggs Method: ABM2E := READ (A209BM2E) l J ABM2N := READ (A209BM2N) J ABM3E := READ (A209BM3E) J ABM3N := READ (A209BM3N) J / ki ABM5E := READ (A209BM5E) J ABMSN := READ (A209BMSN) J gal-446 2-92 THIS IS A PERN ANENT RECORD DO NOT DESTROY
Engineering instructi:n Ni. 2 SUBJECT CEN E ER PAGE FPC. Crystal Rwer #3 Floor Response Spectrum Generation DC-seae.1rr.Ost !b1
~
E-l (0] 1
.] .2,J 3J y '
OO MICROFILMED PAGCS ORGINATOR MW WO. DATE 10/29/92 5.0 1 _L L _. . APM3E ,ABM3E J J g 1 '
%s i%m VV '
i
. s 1
O 1.0 F 100 J Comparison of Floor Response Spectrum Using-Power Method and Biggs Method for 3.0% Equipment Damping. East-West Direction.
++++ Biggs Method.
k-s.O APM3N ,ABM3N J J
\ a e
1
# \
A G , 0 1.O F 100 J Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 3.0% Equipment Damping. North-South Direction.
++++ Biggs Method.
J . GAk446 2-92
- THIS IS A PERMANENT RECORD DO NOT DESTROY
l Engineering Instruction NL 2 SUBJECT FPC Crystal Ryer #3 OENTIFIER PAGE Root Response Spectrum Generation DC-5520127.0SE !S3 l CALCULATION REV.l l0] ] g g ~ q, MC'OFILMED PAGES ORIGINATOR SA Serhan WO. DATE 10/29/92 _ Notes: [ The previous comparisons are based on unbroadened floor response spectrum curves ] [ It should be noted that floor response spectrum curves generated by Biggs Method after peak frequency broadening will mainly envelope the floor response spectnIm curves generated by Power Method -] 1 l l l l l \ k i - GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
1 Engineering instruction N2. 2 SulLACT FPC. Crystal Rver (3 IDENTIFIER PAGE Floor Roeponse Spectrum Genwation DC-5520127.0SE I39 CALCULATION 6.l MICROFILMED W ] 2] y ~
, PAGES ORIGINATOR s.J.sernan wo, DATE 10/29/92 l 8.4 Control Building, Elevation 145' l
l J := 0 . 250 I F := RI:AD(Flinear) J l Floor Response Spectra Using the' Power Method: APM2 := READ (C145PM2) J APM3 := READ (C145PM3) ,. J APM5 := READ (C145PM5) 0 Floor Response Spectra Using Biggs Method: ABM2 := READPRN(C145BM2)
.. ABM3 := READPRN(C145BM3) t ABMS := READiRN(C145BM5) ig GAH46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
a j Engineering instruction Na 2 SONECT FPC Crystal River #3 IDENTritM PAGE Floor Roeponse Spectrum Generation DC-SS20127.0SE I E-l d d b d i MICROFILMED PAGES oRGINATOR Mh _ WO. oats 10/as/es I l
- 1.2 ,
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Engineering Instruction Nr. 2 SUBJECT IDENTIFIER PAGE FPC- @ h M I16 noor neeponw spectum Genwation oc.ssao.m.ose
~ . CALCULATION REV.l y ] p g i MCAOFILMED PAGES ORIGINATOR S.J. Serhan WO.
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\.
GAH46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
1 Engineering instruction Nd. 2 SUBJECT IDENTIFIER PAGE FPC Crystal Rver #3 Floor Response Spectrum Generation DC-5820127.oSE Ill CALCULATION
*I b d b d MICROFILMED PAGES ORIGINATOR S.J. Serhen g DATE 10/29/92 8.5 Control Building, Elevation 1638 l
J := 0 . 250 F := READ (Flinear) l l
- Floor Response Spectra Using thd Power Method
l APM2 := READ (C163PM2) l J l - l APM3 := READ (C163PM3) ' t J l l APM5 := READ (C163PMS) l (, J i Floor Response Spectra Using Biggs Method: ABM2 := READPRN(C163BM2) l ABM3 := READPRN(C163BM3) ABMS := READPRN(C163BMS) l i
- O gal 446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering instruction N3. 2 SUBJECT IDENTIFIER PAGE FPC W h M i Floor Response Soectrum Generation DC 5520127.0SE bb CALCULATION aev I ld B 2j g MCA081LMED PAGES 1 CMGINATOR S.J. Serhan WO. l DATE 10/29/92 1.2 l l f~ l l l 6 l APM2 ,ABM2 i
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Engineering instruction N2. 2 SUBJECT g , gg % g IDENTIFIER PAGE Floor Roeponse Spectrum Generation DC-5520127.0SE kM CALCULATION el MCROF11.MED W L U U PAGES OR6GINATOR S.J. Serhan wo, DATE 10/29/92 1.2 i ( f , li APM5 ,ABMS t 4 f b 1 \ 2 , L l \ ^ M" / ~- t . sb -- ~ u_ __ , r/ fugN y i n__ ( y , - - x 0 0 F 50 .i J d r k Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 5.0% Equipment Damping. ++++ Biggs Method. 1 f j Notes: ( The above comparisons are based on unbroadened floor response 2 spectrum curves ) 1 ( It should be noted that floor response spectrum curves generated by Diggs Method after peak frequency broadening will mainly envelope the floor response spectrum curves generated by Power Method ] i d GAM 46 242 THIS IS A PERMANENT RECORD DO NOT DESTROY
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1 i Engineering Ir.struction N2. 2
- SU M CT IDENT**M FPC- @J h #1 PAGE Moor Reeponse spectrum Generation oc.ssao.127.ose 14O
! CALCULATION D d y aj y -
j MICROF1LMED PAGES i ORIGINATOR 3.J. Sertien wo, i 10/29/92 DATE a 8.6 Control Building, Elevation 186' i 4 J := 0 . 250 j F := READ (Flinear) J 1 4 ) a Floor Response Spectra Using thd Power Method: l i APM2 := READ (C186PM2)
- J a
APM3 := READ (C186PM3) , J J i APM5 := READ (C186PMS) j (. J .
! Floor Response Spectra Using Biggs Method:
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- ABM3
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l i [ s GM-446 2-92 _THIS IS A PERMANENT RECORD DO NOT DESTROY
l Engineering Instruction Ns. 2 M ECT FPC.Cryotel FUwer #3 IDENiiritM PAGE )i Roor Reeponse Spectrum Generation DC-6830127.0SE Nl
, CALCULATION mI MICRORLMED W D y y PAGES j 't ! ORIGINATOR S.J. Serhen WO.
j DATE 10/29/92 a
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l Engineering instruction Nd. 2 ; 1 EG g,C . % % (3 IDENTIFIER l Roor Roeponse Spectum Gwwallon DC.ss20127.0SE PAGElN7. _. cal. Cut.ATION b b MICROFILMED PAGES ORIGINATOR S.J. Serhen Wo. DATE 10/29/92 I 1 l 1.2 t i T ll 1 . APM5 ,ABM5- , [ J J i g 1 ; s< ' + - < A/ , / \ a - Ng N A f/ [ , / /N- / r r v ["" 0 F 50 (1 J Comparison of Floor Response Spectrum Using Power Method and Biggs Method for 5.0% Equipment Duiping. ++++ Biggs Method. i Notes: [ The d ove compariscos r.re based on unbroadened floor response sp?ctrum curves ) [ It should be noted that floor response spectrum curves generated by Biggs Method after peak frequency broadening will mainly envelope the floor response spectrum curves generated by Power Method ] i i I 4 gar 446 242 THIS IS A PERMANENT RECORD DO NOT DESTROY
Engineering Instructi:n N3. 2 SUBJECT FPC Crystal River #3 OENMER Floor Response Spectrum Generation DC-5520127.0SE NE{ J aev I Lo I .'J 2j aj CALCULATION uiCRoFILMED PAGES ORIGINATOR S.J. Serhan WO, OATE 10/29/92
- 9. ARTIFICIAL FLOOR ACCELERATION TIME HISTORIES STARDYNE computer program (1] is utilized to generate artificial !
floor acceleration time histories based on the floor response spectra. The scope of this section includes the following building and elevations: l e Auxiliary Building, Elevation 143 ' (see Attachment O)
. Auxiliary Building, Elevation 162 ' (see Attachment P) I e Control Building, Elevation 145' (see Attachment R) e Control Building, Elevation 163.83 ' (see Attachment S) e Control Building, Elevation 186.83' (see Attachment T)
Direct comparisons of the input floor response spectra with the artificial output floor response spectra corresponding to the derived time histories are shown on the following pages. Acceptable correlation is achieved. Plots and tables of the generated artificial time histories are documented in the Section 11 (Conclusions). gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY
L ) Auxiliary BuiMing Dw.143.O' --- Artificial Time History Spectrum Horizontal SSI Floor Response Spectrum 2.0 n 1 1.5
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k .
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Auxlilary Building Dev.182.0' --- Artificial Time History Spectrum Horizontal SSE Fbor Response Spectrum 2.0
~ e ll 1.5 b 1
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o.0 P i 10 50 j Frequency (Hz) Figure Comparison of Floor Response Spectrum with Artificial Time History Spectrum for 1x Damping
(. l. Control Building gey, 145.0* ,_
.- Artificlol 11me His ory Wm Hodrontal SSE Floor Response 1.5 l
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- Artifibial Time History Spectrum for 1m Domping
t C Control Building Dev.163.83' --- Artificial Time History Spectrum Horizontal SSE Floor Response Spectrum 2.0 p d % 1.5 I _ e
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( . i; Control Building Elev,186.63' --- Artificial Time History Spectrum Hortrontal SSE Floor Response Spectrum 2.5 _
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Enginnring Instruction No. 2
$Ut3 JECT CEN!WAER PAGE FPC Crystal Rwer #3 Roor Response Spectrum Generation DC 5520127.0SE pf CALCULATION REV.l (0], ] 2l
_ 3] MICAOALMED PAGES OAIGINATOA S.J. Serhan wo. DATE 10/29/92
- 10. FREQUENCY BROADENING In order to account for uncertainty in the structural frequency calcula? ions, the peaks of the floor response spectra will be broadened.
G/C's in-house S143 computer program is utilized to broaden the generated floor response spectrum curves. A copy of S143 User's Manual is included in Attachment U. Program S143 is a postprocessor to G/C's SAP 4 program, S087, Revision 5. It generates semi-logarithmic plots of response spectra using G/C in-house VERSATEC plotter. In this calculation, FLORMO output file is edited to obtain an identical format of a SAP 4 output file. All information including ZPA and damping values are displayed on the plots to present a complete picture to outside users. The user specifies two variables, EL and ER, in Card 6 as part of the S143 input file. EL represents the left extension and ER l represents the right extension, which are applied to the peak of the floor response spectrum for frequency broadening. These variables are expressed as a percentage of the peak frequency. Default values for EL and ER are 15% each, which are used in this calculation. Plots and tables of the generated broadened floor response spectrum curves are documented in the Section 11 (Conclusions). l i i G 3446 2 92 TH!S IS A PET.1 ANENT RECORD DO NOT DESTROV l
~
I Engineering Instruction No. 2 ) SUBJECT FPC- Crystal River #3 IDENTtF6ER PAGE j Floor Response Spectrum Generation DC-5520127.0SE ISO I CALCULATION MICROFILMED PAGES l ORIGINATOR SJ. Serhan WO. DATE 10/29/92 i
- 11. CONCLUSIONS The 2%, 3% and 5% floor response spectrum curves are generated in this calculation for future use in the resolution of the Unresolved Safety Issue A-46 and other applications. The scope of this work includes the following buildings and elevations:
e Auxiliary Building, Elevation 143' l e Auxiliary Building, Elevation 162' e Auxiliary Building, Elevation 209.1'
- Control Building, Elevation 145' s Control Building, Elevation 163.83'
- Control Building, Elevation 186.83' I In addition, artificial SSE floor acceleration time histories are
(, generated for future application in piping analyses. The scope of l
- this work includes the following buildings and floor elevations
- i e Auxiliary Building, Elevation 143'
. Auxiliary Building, Elevation 162' l
l a Contro' Building, Elevation 145' e Control Building, Elevation 163.83' e Control Building, Elevation 186.83' l l Plots and tables of the generated SSS floor response spectra and l time histories are shown on the following pages. t S , V l l l t gal-446 2-92 l THIS IS A PERMANENT RECORD DO NOT DESTROY
vu _ s _. s - _.v_ s 2,. . .. . . . . . P.151
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w o wu u t . 0% + a- xt m P.1% M CRYSTAL RIVER 3 - AUXILLARY ButLDING BROADENED SPECTRUM FOR ELEV.162'-0* 2% DAMPING HORIZONTAL SSE FREGJLNCY AREllHA110N FREQUENCY ACCElliRAllON FREQULNCY ACCE11RA110N l IREQULNCY ARE11:RA110N FREOJENCY ACCEll:RAllON (CPS) (0) (Cf'S) (G) (CP_S) (G) I (CPS) (G) _ (CFS) q) 8.50900E-02 1.00000 E-04 9.18000E + 00 5.41700E-01 2.16200E + 01 4.95500 E-01 3.88700E + 01 4.19700E-O s 4.83000E + 01 3.13500E-01 1.70000 E-01 2.00000E-04 9.35000E + 00 5.83000E-01 2.18500E + 01 4 86200E-01 3 91000 E + 01 4.14800E-01 4.85300E+ 01 3.12400E-01 3.40000E-01 3.00000E-04 9 52000E+00 6.33900E-01 2.20800 E + 01 4.76900E-01 3 93300E+ 01 4.10200E-01 4.87600E+ 01 3.11700E-01 5.10000E-01 5.69000E-02 9.69000E + 00 6.89900 E-01 2.23100 E + 01 4.67600E-01 3 95600E+01 4.06000E-01 4.89900E + 01 3.11000 E- 01 6 80000E-01 1.38400E-01 9.86000E + 00 7.44400 E-01 2.25400E + 0 ? 4.58500E-01 3 97900E+ 01 4.01800E-01 4 92200E + 01 3.10200E-O t 8.50000E-01 2.20000 E-01 1.00300 E + 01 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~ .38000E+00 1 2.4e000E-01 1.12700E+01 5.01300E-01 2.80800E+01 2.99000E-01 4.13ee0E+ 01 2.30000E-01 5.ce000E + 01 2.17100E-01 1.01000E+ 00 2.44900E-01 1.15000E+ 01 4.84200E-01 2.82900E + 01 2.95000E-01 4.20000E+ 01 2.38000E-01 5.08300E+01 2. tee 00E-01 1.61200E+ 00 2.44850E-01 1.17300E+ 01 4.67500E-01 2.85200E+01 2.92300E-01 4.23200E+ 01 2.30000E-01 5.10000E + 01 2. tee 00E-01 1.70000E+ 00 2.45300E-01 1.19e00E+ 01 4.52000E-01 2.87500E+nt 2.see00E-01 4.25500E+ 01 2.37500E-01 5.12000E+ 01 2.16300E-01 1.89730E+ 00 2.45300E-01 1.21900E+ 01 4.37700E-01 2.ees00E+01 2.85500E-01 4.27800E+ 01 2.30e00E-01 5.15200E + 01 2.te000E-01 2.04000E+ 00 2.53800E-01 1.24200E+ 01 4.24500E-01 2.92100E+ 01 2.82500E-01 4.30100E+01 2.38200E-01 5.17500E + 01 2.15700E-01 2.21000E + 00 2.87700E-01 1.2e500E+ 01 4.12300E-01 2.94400E + 01 2.79400E-01 4.32400E+ 01 2.35500E-01 5. tee 00E+ 01 2.15500E-01 2.38000E+ 00 2.79700E-01 1.2ee00E+ 01 4.01200E-01 2.9eT00E+ 01 2.7ee00E-01 4.34700E + 01 2.34000E-01 5.22100E+ 01 2.15200E-01 2.55000E+ 00 2.see00E-04 1.31100E + 01 3.90800E-01 2.seOO0E+ 01 2.74100E-01 4.37000E+01 2.32800E-01 5.24400E+ 01 2.14900E-01 2.72000E+00 3.07700E-01 1.33170E+ 01 3.82620E-01 3.01300E+ 01 2.71600E-01 4.39300E+ 01 2.31200E-01 5.28700E+ 01 2.14600E-01 2.se000E+00 3.41600E-01 1.34300E+ 01 3.87800E-01 3.03800E + 01 2.se200E-01 4.41600E+01 2.2e900E-01 5.29000E+01 2.14400E-01 3.00000E+ 00 3.83800E-01 1.38000E+ 01 3.97500E-01 3.05000E+01 2.se000E-01 4.43000E + 01 2.20000E-01 5.31300E+ 01 2.14100E-01 3.23000E+ 00 4.32800E-01 1.37700E+ 01 4.06800E-01 3.08200E+ 01 2.84800E-01 4.48200E+ 01 2.27000E-01 5.33000E+ 01 2.13000E-01 ,
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- 3.57000E+ 00 5.81300E-01 1.41100E+ 01 4.t e400E-01 3.12800E+ 01 2.80000E-01 4.50800E+ 01 2.25600E-01 5.38200E + 01 2.13400E-01 3.74000E + 00 e.52600E-01 1.42800E+ 01 4.17100E-01 3.15100E+ 01 2.59100E-01 4.53100E+ 01 2.24000E-01 5.40500E + 01 2.13100E-01 3.91000E+ 00 7.78400E-01 1.93200E+ 01 4.17100E-01 3.17400E+01 2.57200E-01 4.55400E+ 01 2.24200E-01 5.42000E+ 01 2.12900E-01 4.00000E+ 00 9.09800E-01 1.95500E+ 01 4.te400E-01 3.19700E+ 0 s 2.55600E-01 4.57700E+01 2.23400E-01 5.45100E+ 01 2.12700E-01 4.25000E+00 1.05000E+ 00 1.97800E+ 01 4.12400E-01 3.22000E+ 01 2.54000E-01 4.00000E+ 01 2.23100E-ci 5.4 7400E+ 01 2.12500E-01 4.42000E+ 00 1.24e00E+00 2.00100E+ 01 4.04200E-01 3.22330E + 01 2.53800E-01 4.82300E+01 2.22700E-01 5.49700E+ 01 2.12300E-01 4.5eOO0E+ 00 1.33200E+ 00 2.00840E+ 01 4.00000E-01 3.42700E+ 01 2.53800E-01 4.64600E+01 2.22300E-01 5.52000E+ 01 2.12100E-01 1.33200E+ 00 2.41500E+ 01 4.00000E-01 3.44960E+ 01 2.53700E-01 4.eee00E+ 01 2.22000E-01 5.54300E+ 01 2.11600E-01 0.21000E+ 00 6.44000E + 00 1.20000E+ 00 2.43800E+ 01 3.98800E-01 3.47300C+ 01 2.53700E-01 4.89200E+ 01 2.21800E-01 5.58600E + 01 2.1 te00E-01 6.53720E+ 00 1.20400E+ 00 2.4et00E+01 3.95300E-01 3.4ee00E + 01 2.53600E-01 4.71500E + 01 2.21600E-01 5.50000E + 01 2.11400E-01 1.20400E+ 00 2.4e400E+ 01 3.se800E-01 3.51900E+01 2.53100E-01 4.73800E + 01 2.21400E-01 5.61200E + 01 2.11200E-01 7.82000E+ 00 1.18000E + 00 2.50700E+ 01 3.79200E-01 3.54200E+ 01 2.52600E-01 4.Te100E + 01 2.21100E-01 5 63500E+01 2.11000E-01 8.05000E+ 00 1.07 00E+00 2.53000E+ 01 3.see00E-01 3.58500E+ 01 2.52000E-01 4.78400E+ 01 2.20000E-01 5.eSe00E + 01 2.10800E-01 a.28000E + 00 8.51000E+00 9.64100E-01 2.55300E+ 01 3.59300E-01 3.5ee00E + 01 2.50400E-01 4 80700E+01 2.20500E-01 5.68100E + 01 2.10500E-01 e.91700E-01 2.57600E+ 01 3.50000E-01 3.81100E+ 01 2.48800E-01 4.e3000E + 01 2.20200E-01 5.70400E+ 01 2.10300E-01 e.74000E+00 8.29800E-01 2.50000E + 01 3.43200E-01 3 e3400E+01 2.43000E-01 4.85300E+ 01 2.1se00E-01 5.72700E+ 01 2.10100E-01 e.97000E+ 00 7.72100E-01 2.62200E+ 01 3.30500E-01 3.e5700E+01 2.42300E-01 4.eT600E+01 2. tee 00E-01 5.75000E+01 2.Ose00E-01 9.20000E+ 00 9.43000E + 00 7.22000E-01
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. Auxiliary Building Elev.143.0' Florida Crystal Power Corp #3 River Unit Horizontal SSE :
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CUBJECT IDENTIFIER PAGE E % Ri M Floor Response Spectra Generation DC-5520-127. OS$ MOF - ( CALCULATION l N N N N MICAOFILMED PAGES ORIGINATOR S.J.Serhan DATE 10/08/92 Crystal River Unit #3 Auxiliary Buildin8 Elev. 143.0' Acceleration Time 51 story - Borizontal SSE Time Step = 0.01 Sec Tmin = 0.0 Sec Tmax = 15.0 Sec Pase 1 of 4 0.000000E-01 7.359652Z-03 1.705662E-02 2.720512E-02 2.828922E-02 1.925687E-02 2.560856E-03 -1.029317Z-02 -1.528127E-02 -7.784258E-03 4.546213E-03 1.629869E-02 1.683580E-02 5.819336E-03 -1,349238E-02 -2.539196E-02 -2.143407E-02 -3.555998E-04 1.860013E-02 1.850828E-02 -7.742139E-03 -4.000402E-02 -5.709354E-02 -4.573261E-02
-1. 80023 5E-02 8.452391E-03 1.553402E-02 5.583018E-03 -1.24997CE-02 -1.800110E-02
-2.089244E-03 3.167013E-02 5.618031E-02 5.101097E-02 1.378961E-02 -2.446481E-02
-3.716150E-02 -1.587808E-02 1.276882E-02 2.199047E-02 -1.394329E-03 3.662249E-02
-5.822395E-02 -4.575729E-02 -0.935009E-03 2.636120E-02 3.405042E-02 1.40098eE-02
-1.436813E-02 -2.141434E-02 -5.556587E-03 1.712321E-02 2.005192E-02 3.989316E-03
-1,622475E-02 -1.570146E-02 6.481333E-03 3.809472E-02 5.251422E-02 3.992427E-02 4.357501E-03 -2.430372E-02 -2.528424E-02 5.020228E-03 3.720682E-02 4.644223E-02 2.437462E-02 -3.662430E-03 -1.538116E-02 -1.855185E-03 1.618257E-02 2.218371E-02 7.061776Z-03 -1.478824E-02 -2.862486E-02 -1.909108E-02 5.336554E-03 2.853697E-02 2.867800E-02 8.951186E-03 -1.579813E-02 -2.194530E-02 -9.034620E-03 1.268241E-02 2.447643E-02 2.683381E-02 2.357090E-02 2.501156E-02 2.749923E-02 2.842604E-02 1.841178E-02 9.352743E-04 -1.920856E-02 -2.664163E-02 -1.739834E-02 7.564217E-03 2.852778E-02 3.247793E-02 1.328645E-02 -1.300353E-02 -3.231775E-02 -3.096574E-02
-1.362887E-02 1.290520E-02 3.100978E-02 3.270587E-02 1.293085E-02 -1.342532E-02
-3.037048E-02 -2.192579E-02 2.291207E-03 2.455578E-02 2.290016E-02 5.450810E-04
-2.843042E-02 -4.034387E-02 -3.019415E-02 -1.440620E-03 2.777004E-02 4.632116E-02 4.157141E-02 1.876372E-02 -1.111204E-02 -2.689893E-02 -2.519524E-02 -1.181803E-02
-4.194664E-03 -2.657131E-03 -2.658625E-03 7.280481E-03 2.049380E-02 2.813027E-02 1.856504E-02 -5.245932E-04 -1.774911E-02 -1.484737E-02
) 4.809669E-02 3.480241E-02 4.958119E-03 -1.299945E-02 6.901372Z-03
-5.919917E-03 3.635769E-02 2.327375E-02 4.743711E-02 5.010531E-02 2.732459E-02 -0.304481Z-04 -1.943781E-02 -1.742905E-02
-4.470641E-03 1.047176E-02 1.403413E-02 7.021900E-03 -9.035660E-03 -2.054911E-02
-2.164695E-02 -8.049304E-03 7.094014E-03 1.511079E-02 9.595461E-03 2.284533E-03
-1.470528E-03 1.281020E-03 -8.518894E-08 -5.590305E-03 -1.417431E-02 -1.543014E-02
-1.200808E-02 -4.429271E-03 5.905389E-04 5.533851E-03 5.486351E-03 1.048535E-03
-1.061469E-02 -1.928891E-02 -2.070407E-02 -1.080198E-02 -5.950105E-04 4.849027E-03
-1.054733E-03 -1.090919E-02 -1.922020E-02 -1.324845E-02 6.557298E-03 3.326034E-02 4.312001E-02 2.687815E-02 -1.132481E-02 -4.527742E-02 -5.856622E-02 -4.480217E-02
-1.877267E-02 8.241625E-03 2.108974E-02 1.838667E-02 1.733168E-03 -1.228239E-02
-1.538832E-02 -4.456003E-03 5.696660E-03 9.318105E-03 3.762868E-03 -2.039635E-03
-9.283301E-03 -1.475779E-02 *1.960727E-02 -1.664431E-02 -1.071765E-02 -5.865175E-03
-1.127853E-02 -2.010118E-02 -2.679377E-02 -2.162714E-02 -7.098009E-03 1.722140E-02 3.995012E-02 5.058416E-02 3.269465E-02 -7.370587E-03 -4.927582E-02 -6.069438E-02
-3.588512E-02 9.095335E-03 3.978573E-02 4.253182E-02 1.849782Z-02 -1.230924E-02
-3.601961E-02 -3.755039E-02 -1.93331.'7 ** 1.116546E-02 3.317852E-02 3.804095E-02 2.328134E-02 3.257794E-03 -1.3652V E-02 -1 c38157E-02 -6.935280E-03 1.461230E-02 3.367040E-02 4.172008E-02 3.31683,I-02 2.256829E-02 1.937662E-02 2.717642E-02 2.863944E-02 1.457452E-02 -1.1490h1E-02 -2,189879E-02 -4.818825E-03 2.966990E-02 4.672765E-02 3.101497E-02 -8.1192>.!2-03 -3.468843E-02 -2.944224E-02 5.867782E-03 4.150154E-02 5.361397E-02 2.799046E-02 -1.839774E-02 -5.724627E-02 -5.69660$E-02
-2.169274E-02 2.022031E-02 3.088913E-02 8.124534E-03 -2.452172E-02 -2.984694E-02
-2.127060E-03 3.901651E-02 5.662855E-02 3.753723E-02 -1.060544E-02 -5.231992E-02
-5.965675E-02 -2.312501E-02 2.686857E-02 5.275002E-02 3.145620E-02 -1.270279E-02
-4.191854E-02 -3.126043E-02 -3.086799E-03 1.075400E-02 -3.548515E-03 -2.061842E-02
-1.797322E 02 1.120044E-02 4.307383E-02 5.689454E-02 4.060783E-02 1.045001E-02
-1.411993E-02 -1.330764E-02 7.112298E-03 3.105027E-02 3.489101E-02 2.034496E-02 1.475615E-03 5.476080E-04 1.639847E-02 3.745637E-02 4.068424E-02 2.225831E-02
-6.343357E-03 -1.580997E-02 2.522389E-03 3.888710E-02 6.196293E-02 5.410375E-02 1.419789E-02 -2.864648E-02 ~4.836732E-02 -2. 9264 51E-02 1.342157E-02 5.596541E-02 6.971959E-02 5.078220E-02 8.242617E-03 -3.160749E-02 -4.912'.49E-02 -2.720672E-02 2.250675E-02 7.141037E-02 7.966330E-02 4.119863E-02 -1.9'6516E-02 -5.576651E-02
-4.909183E-02 -8.119533E-03 2.922556E-02 4.095396E-02 2.710131E-02 -6.663636E-03
-2.656034E-02 -2.257493E-02 -4.776463E-03 1.038918E-02 4.J67974E-03 -1.284356E-02
-2.334317E-02 -9.411347E-03 1.635244E-02 3.221879E-02 2.132047E-02 -2.876000E-04
-1.309987E-02 -4.26630$E-03 1.345656E-02 2.831656E-02 2.534353E-02 6.529063E-03
-1.744412E-02 -2.046546E-02 5.021800E-03 4.617764E-02 6.286706E-02 3.357867E-02
-3,017544E-02 -7.983211E-02 -8.225084E-02 -3.356284E-02 3.020833E-02 6.976961E-02
, 5.526788E-02 -6.619018E-05 -5.869812E-02 -7.678245E-02 -5.010935E-02 -5.725564E-03 j 1.136033E-02 -8.633756E-03 -4.057143E-02 -4.221339E-02 -1.284791E-02 1.727503E-02 1.206070E-02 -2.123539E-02 -4.946946E-02 -4.043512E-02 -0.339760E-03 1.290350E-02
! 8.055315E-03 -3.419110E-03 -5.857854E-03 8.379819E-04 -3.672135E-03 -2.009876E-02 ( -3.714631E-02 -3.504481E-02 -2.215402E-02 -1.315424E-02 -1.715559E-02 -1.959469E-02 PROPRIETARY INFORMATION OF GILBERT /COMMGNWEALTH FOR INTERNAL USE ONLY gal-446 11 90 THIS IS A PERMANENT RECORD DO NOT DESTROY
I SUBJECT IDENTIFIER PAGE FFC Crystal Rver #3 Floor Response Spectra Generatiert DC-5520-127. OE C8 CALCULATION b b MICROFILMED PAGES . ( OAIGINATOA S.J.Serhan f DATE 10/08/92 , I Crystal River Unit #3 Aux 111ary Building Elev. 143.0' Acceleration Time 31stc ry
- Borizontal SSE l Time Step = 0.01 Sec tain = 0.0 Sec Tmax = 15.0 See Pe8e 2 oE 4
-1.422108E-02 -2.153655E-03 3.135613E-03 3.684215E-03 1.904335E-03 3.831188E-03
-2.536834E-04 -1.224123E-02 -2.696425E-02 -2.608736E-02 -1.170164E-02 5.308559E-03 7.052927E-03 -5.227992E-03 -2.401203E-02 -2.843740E-02 -1.168252E-02 1.929853E-02 3.444178E-02 2.002107E-02 -1.428174E-02 -3.125763E-02 -1.419686E-02 2.396722E-02 4.714263E-02 5.013609E-02 4.538681E-02 4.367864E-02 2.989896E-02 4.186518E-03
-1.251698E-02 1.000619E-02 6.005763E-02 1.008163E-01 9.623734E-02 5.770946E-02 1.738183E-02 1.885420E-03 3.774352E-03 2.222343E-02 3.820446E-02 4.635095E-02 3.464536E-02 1.001303E-02 -1.352641E-02 -1.401606E-02 5.640619E-03 2.814328E-02 2.571785E-02 -3.599631E-03 -4.736151E-02 -8.034446E-02 -9.120245E-02 -7.914863E-02
-6.831981E-02 -7.100511E-02 -8.136404E-02 -7.238532E-02 -4.008860E-02 ~3.827889E-03 5.304905E-04 -3.185667E-02 -7.932875E-02 -1.055367E-01 -1.035382E-01 -8.004486E-02
-4.881882E-02 -1.2f5695E-02 1.244327E-02 1.241998E-02 -2.038362E-02 -6.489742E-02
-9.166238E-02 -6.924070E-02 -2.538786E-03 7.786778E-02 1.191611E-01 9.01760$E-02
-2.677729E-03 -0.870747E-02 -1.336617E-01 -7.860088E-02 2.264505E-02 9.528310E-02 8.048457E-02 -7.243900E-04 -7.44090$E-02 -7.2956.57E-02 -7.213494E-03 6.273390E-02 8.033763E-02 4.921447E-02 -3.210744E-04 -3.623263E-02 -5.208714E-02 -4.661285E-02
-2.898962E-02 -5.793244E-03 3.225411E-03 -7.715391E-03 -3.217252E-02 -4.635145E-02
-4.105171E-02 -2.098674E-02 -1.076988E-02 -1,626581E-02 -2.666804E-02 -1.442133E-02 2.055293E-02 5.410210E-02 5.374064E-02 2.363217E-02 -1.106905E-02 -1.517440E-02 1.239323E-02 4.743898E-02 5.534656E-02 3.621925E-02 1.337799E-02 1.895282E-02 5.086066E-02 8.414021E-02 8.366892E-02 5.262926E-02 1.912447E-02 1.413408E-02 3.347864E-02 5.948256E-02 6.965800E-02 6.413721E-02 4.690142E-02 2.911609E-02
, 1.530977E-02 1.870759E-02 4.120133E-02 7.430029E-02 8.572909E-02 6.336179E-02 2.190116E-02 -5.232480E-04 1.067691E-02 4.407913E-02 6.668325E-02 6.932505E-02
- 5. 471592E-02 3.130322E-02 -8.041299E-04 -2.129896E-02 -1.183377E-02 3.142864E-02 7.761521E-02 9.961778E-02 8.953335E-02 6.712222E-02 4.231712E-02 2.467481E-02 1.468782E-02 1.837241E-02 2.329715E-02 1.323715E-02 -1.382243E-02 -2.123338E-02 1.095558E-02 6.145424E-02 7.077467E-02 1.766667E-02 -5.974642E-02 -9.291123E-02
-6.659376E-02 -2.296220E-02 -2.225823E-02 -6.715207E-02 -1.159758E-01 -1.161616E-01
-5.830869E-02 2.786166E 02 8.014116E-02 5.872008E-02 -2.913370E-02 -1.147781E-01
-1.368374E-01 -8.552401E-02 -1.290568E-02 3.287976E-02 3.506168E-02 1.202743E-02
-2.693411E-02 -6.350451E-02 -7.564853E-02 -4.500454E-02 1.122396E-02 6.203461E-02 8.306091E-02 8.249529E-02 6.427663E-02 2.916375E-02 -2.069680E-02 -5.285362E-02
-4.007420E-02 1.568360E-J2 6.649260E-02 7.152092E-02 2.341110E-02 -3.926255E-02
-7.630821E-02 -5.828616E-02 3.262776E-03 7.207068E-02 9.985089E-02 7.180279E-02 1.064126E-02 -2.694636E-02 -1.317624E-02 3.622184E-02 6.864422E-02 5.979325E-02 2.880137E-02 2.251718E-02 5.162649E-02 9.075656E-02 9.792893E-02 7.170611E-02 3.844658E-02 2.810374E-02 3.238257E-02 3.023224E-02 7.463381E-03 -1.554844E-02
-1.632184E-02 1.343849E-02 4.256791E-02 4.235963E-02 4.094975E-03 -2.813553E-02
-3.905208E-02 -1.524356E-02 1.560495E-02 3.083252E-02 1.339541E-02 -1.627146E-02
-3.221724E-02 -1.808889E-02 7.30970$E-03 2. 422431E-02 2.506937E-02 3.006633E-02 4.583492E-02 5.8059755-02 4.040143E-02 -8.033538E-03 -5.71903ZE-02 -6.323928E-02
-1.702921E-02 5.769668E-02 1.10280$E-01 1.112764E-01 6.075013E-02 3.831673E-05
-2.993496E-02 -1.200839E 02 2.154573E-02 3.104539E-02 -2.215895E-03 -4.785610E-02
-7.030943E-02 -5.534714E-02 -3.236971E-02 -3.062010E-02 -5.509057E-02 -7.278799E-02
-6.613703E-02 -4.897306E-02 -4.920618E-02 -7.388571E-02 -9.520209E-02 -8.225085E-02
-4.848760E-02 -2.395833E-02 -2.412627E-02 -2.344403E-02 -4.701638E-03 2.247971E-02 1.979614E-02 -2.465849E-02 -8.603056E-02 -1.130064E-01 -8,551148E-02 -1.776677E-02 4.591085E-02 7.162707E-02 4.025778E-02 -3.111347E-02 -1.070836E-01 -1.386485E-01
-1.064584E-01 -2.322521E-02 6.463399E-02 1.147387E 01 9.764840E-02 2.450155E-02
-6.36875SE-02 -9.837675E-02 -4.806845E-02 5.363377E-02 1.216116E-01 1.064385E-01 2.563995E-02 ~5.064773E-02 -7.727929E-02 -5.024326E-02 -3.791345E-03 3.491963E-02 4.592584E-02 3.040233E-02 *5.561312E-04 -2.027094E-02 -2.069037E-02 -8.726197E-03
-5.410222E-03 -9.245971E-03 -1.183227E-02 -2,137401E-03 1.433931E-02 3.258111E-02 3.751447E-02 2.105244E-02 -2,487254E-02 -7.935111E-02 -1.089611E-01 -8,573025E-02
-2.630691E-02 3.111187E-02 4.904393E-02 3.080943E-02 -3.816297E-03 -2.866681E-02
-3.824548E-02 -3.491127E-02 -3.253876E-02 -3.568854E-02 -4.858022E-02 -5.827864E-02
-5.394503E-02 -2.547656E-02 1.013955E-02 3.051327E 02 2.029600E-02 -5.159507E-03
-2.439012E-02 -2.002818E-02 -5.816070E-03 5.247144E-03 5.776159E-03 3.746045E-03
-6.154578E-03 -2.764973E-02 -5.590915E-02 -6.4Z2764E-02 -4.685671E-02 -1.779263E-02
-6.247437E-03 -1.044890E-02 -8.149547E-03 1.924028E-02 4.735062E-02 4.584864E-02 8.292992E-03 -2.648411E-02 -2.831264E-02 4.164952E-03 3.546998E-02 3.896850E-02 1.371620E 02 -8.001366E-03 -5.943253E-03 2.373692E-02 5.597245E-02 6.622396E-02 3.937195E-02 -3.303575E-03 -2.825710E-02 -1.210724E-02 2.397472E-02 4.909218E-02 3.784798E-02 3.921121E-03 -2.348615E-02 -1.921361E-02 8.872050E-03 4.044507E-02 gal 446 11-90 PROPR!ETARY INFORMATION OF GILBERT / COMMONWEALTH - FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD DO NOT DESTROY ,
- - ~ _
. . . . - _ , .. - - - . .-_.- - - - - ~ . - - ~ - - - - - . . _ ~
~
SUBJECT FPC Crystal Rver #3 IDENTIFIER PAGE Floor Response Spectra Generation DC-5520127. C:aSE M OF - a" I loJ .g 2j aj CALCULATION . MICROALMED PAGES ORIGINATOR S.J.Serhen l l DATE 10/04/92 l i l Crystal River Unit #3 Auxiliary Bu11 din 6 Elev. 143.0' Acceleration Time History - Borizontal SSE fine Step = 0.01 See Tain = 0.0 Sec Taaz = 15.0 Sec l i Pue 3 oE 4 ! 4.616211E-02 2.155420E-02 -2.112898E-02 -4.240083E-02 -1.308653E-02 6.39810ZE-02 1.386707E-01 1.594604E-01 1.050736E-01 1.903523E-02 -4.025289E-02 -4.282520E-02
-1.769862E-02 -7.057880E-04 -4.178958E-03 -7.671285E-03 3.934155E-04 1.509582E-02 1.016896E-02 -1.84532fE-02 -5.711589E-02 -7.740074E-02 -6.914101E-02 -3.576654E-02
-2.813244E-03 8.425289E-03 -1.581295E-02 -5.466062E-02 -6.223746E-02 -7.876519E-02 i
-5.208789E-02 -2.105243E-02 -1.108256E-02 -2.094765E-02 -4.168240E-02 -6.025033E-02
-8.142667E-02 -1.058100E-01 -1.281889E-01 -1.254608E-01 -9.079604E-02 -3.722541E-02
-1. 613669E-03 4.283926E-03 -8.047822E-03 -1.568404E-02 -2.318392E-02 -4.185080E-02
-7.485015E-02 -9.430193E-02 -7.6639611-02 -1.568244E-02 5.474675E-02 9.746639E-02 0.101531E-02 4.893590E-02 -3.520636E-03 -3.015035E-02 -1.806522E-02 3.029697E-02 9.092935E-02 1.372474E-01 1.322055E-01 6.604250E-02 -2.775805E-02 -7.429942E-02 l
-3.490239E-02 6.119770E-02 1.258880E-01 1.067884E-01 2.771071E-02 -3.364260E-02
-3.934855E-02 -4.956466E-03 2.472848E-02 3.287743E-02 1.808281E-02 -3.176071E-03
- -1.938255E-02 -1.929809E-02 -5.570331E-03 2.160012E-02 5.114121E-02 7.988878E-02 9.719586E-02 9.142261E-02 4.668108E-02 -1.964261E-02 -6.902422E-02 -6.281022E-02
-1.148410E-02 4.584180E-02 6.199017E-02 2.834634E-02 -3.214756E-02 -7.875671E-02 l -9.434215E-02 -7.599780E-02 -4.330144E-02 -1.469786E-02 -7.194568E-03 -1.021822E-02 l - 1. 0 73997E-02 -4.348443E-03 -8,535663E-03 -3.083725E-02 -6.774895E-02 -8.798549E-02
~7.243236E-02 -2.766775E-02 1.142469E-02 2.789882E-02 2.145840E-02 6.373861E-03
-1.665938E-02 -4.098258E-02 -5.896931E-02 -4.962741E-02 -1.218565E-02 3.1618245-02 4.528629E-02 2.665872E-02 -4. 908519E-03 -2.410996E-02 -3.274575E-02 -3.315176E-02
-2.612873E-02 -2.777089E-03 2.605742E-02 4.030669E-02 2.129310E-02 -1.257560E-02 l
-3.799862E-02 -4.209425E-02 -3.677743E-02 -2.433126E-02 -3.245008E-03 3.341084E-02
' -) 7.400318E-02 1.040489E-01 1.031154E-01 7.497455E-02 3.375600E-02 1.359577E-03 1 I '
-1.556113E-02 -1.307058E-02 -3.626036E-03 4.548800E-03 2.283862E-03 -3.967040E-03
-1.070784E-02 ~7.303667E-03 8.198604E-03 3.406948E-02 5.089406E-02 4.796113E-02 1.586366E-02 -3.052884E-02 -6.406032E-02 -5.603599E-02 -1.611661E-02 2.641724E-02 3.551457E-02 5.724151E-03 -4.571121E-02 ~7.968072E-02 -7.613376E-02 -3.605813E-02 8.763841E-03 2.819113E-02 8,289678E-03 -3.115364E-02 -4.859721E-02 -2.494426E-02 1.448150E-02 3.509415E-02 1.429298E-02 -3.398217E-02 -8.055380E-02 -8.791974E-02
-5.246234E-02 1.671735E-03 2.762717E-02 3.540361E-03 -5.423144E-02 -9.201480E-02
-8.124045E-02 -3.820875E-02 -6.115251E-03 -8.580803E-03 -3.944915E -6.327705E-02 l -5.821442E-02 -2.509261E-02 2.368644E 03 6.163455E-04 3.495636E-02 -7.985343E-02
-1.114307E-01 -1.098874E-01 -7.89990$E-02 -3.065723E-02 c.408717E-03 2.058965E-C2 5.619657E-04 -2.191847E-02 -2.484214E-02 -1.874968E-02 -4.597426E-02 -1.082300Z-01 *
-1.534709E-01 -1.139566E-01 -1.134754E-03 1.002782E-01 1.016399E-01 9.670041E-03
-0.765796E-02 -1.463075E-01 -1,3140312-01 -8.133358E-02 -3.212874E-02 2.540493E-03 1.323857E-02 4.708974E-03 -1.856881E-02 -4.011400E-02 -5.051184E-02 -4.156557E-02 l -2.072655E-02 1.877558E-03 6.844007E-04 -3,031329E-02 -7.293218E-02 -9.004149E-02
-7.547447E-02 -4.500201E-02 -2.247763E-02 -5.846483E-03 7.174470E-03 1.189009E-02
-1.067515E-02 -5.084862E-02 -7.590776E-02 -5.131673E-02 5.416037E-03 4.954394E-02 4.472924E-02 6.551109E-03 -2.785869E-02 -2.701826E-02 -2.602057E-03 2.167873E-02 2.946111E-02 3.134433E-02 3.038461E-02 2.695146E-02 1.437469E-02 3.880578E-03 8.146173E-03 3.658320E-02 6.873785Z-02 8.000122E-02 5.823551E-02 2.053668E-02
-6.473873E-03 -5.711532E-04 3.172833E-02 7.069551E-02 8.399056E-02 6.085397E-02 9.201338E-03 -3.443272E-02 -3.956511E-02 2.477334E-03 5.423853E-02 7.139922E-02 3.171379E-02 -3.188321E-02 -6.954859E-02 -4.665328E-02 1.332062E-02 5.940421E-02 5.033481E-02 1.918276E-03 -4.254723E-02 -4.422176E-02 -1.265473E-02 2.114594E-02 2.786722E-02 1.552822E-02 3.072728E-03 6.575300E-03 1.618798E-02 2.227591E-02 1.456017E-02 -6.135726E-04 -1.745045E-02 -2,103355E-02 -6.619142E-03 2.623500E-02 5.403826E-02 5.298393E-02 1.146063E-02 -4.007359E-02 -6.351163E-02 -3.787309E-02 1.029236E-02 4.229822E-02 3.177538E-02 -3.724307E-03 -3.472729E-02 -3.691311E-02
-1.930427E-02 -3.581272E-04 -1.246005E-03 -1.880482E-02 -4.064643E-02 -4.655539E-02
-3.652499E-02 -1.464859E-02 7.551951E-03 2.896290E-02 4.125195E-02 3.968949E-02 l 1.582455E-02 -1.068919E-02 -4.627878E-02 -4.527318E-02 -2.028926E-02 1.382766E-02 3.503964E-02 4.037372E-02 3.086498E-02 1.554301E-02 -5.902993E-03 -2.330841E-02
! -2.744406E-02 -6.781603E-03 2.497366E-02 4.794828E-02 4.493229E-02 2.822091E-02 l 1.412016E-02 1.415060E-02 1.552657E-02 1.221217E-02 4.929034E-03 6.427777E-03 1.299441E-02 2.099474E-02 2.671238E-02 3.985908E-02 5.469424E-02 5.973124E-02 4.108642E-02 1.215044E-02 -7.600114E-03 -1.262997E-03 2.188041E-02 4.969170E-02 i 6.383538E-02 5.624168E-02 2.026980E-02 -2.654141E-02 -5.952411E-02 -5.524581E-02 I
~2.399574E-02 1.114670E-02 2.465877E-02 1.654345E-02 -7.266130E-03 -3.155116E-02 1
-4.787042E-02 -4.328975E-02 -2.329527E-02 -1.455323E-03 1.438327E-03 -1.003087E-02
-2.123877E-02 -1.481918E-02 1.677947E-03 1.757576E-02 2.156351E-02 1.878288E-02 l 8.178575E-03 -6.863153E-03 -2.493740E-02 -3.049249E-02 -1.834087E-02 9.295773E-03
! 3.295781E-02 4.466934E-02 4.275642E-02 3. 983231E-02 3.119138E-02 3.506861E-02 PROPRIETARY INFORMATION OF GILSEHT/ COMMONWEALTH FOR INTERNAL USE ONLY GAL 446 11-90 l THIS IS A PERMANENT RECORD DO NOT DESTROY l
-. _ - . _ . _ - . - - - ~ . - . ~- .- - -. _ - . = _ - - - . . _ - - -
1 SUBJECT 10ENDRER PAGE FPC Crystal Ryer #3 Floor Response Spectra Generation DC-5520-127. O SC--. ID
~ OF CALCULATION REV. l g ] p g MICROFILMED PAGES i ORIGINATOR S.J.Serhen DATE 10/08/92 j i
Crystal River Unit #3 Auxiliary Buildin8 Elev. 143.0' Acceleration Time Eintory - Borizontal SSE I Time Step = 0.01 See Tmin = 0.0 Sea Tsar = 15.0 Sec Pase 4 of 4 2.628263E-02 1.879016E-02 2.060684E-02 4.262114E-02 7.197277E-02 8.886680E-02 7.062542E-02 2.576959E-02 -1.954322E-02 -3,008862E-02 -1.107971E-03 4.949666E-02
- 8.389113E-02 8.307993E-02 4.627932E-02 -5.000658E-05 -3.254982E-02 -3.371479E-02 l -1.354646E-02 .1.074084E-02 1.674742E-02 4.701387E-03 -1.606705E-02 -2.608753E-02 l -2.471261E-02 -2.011825E-02 -3.123584E-02 -5.609971E-02 -8.033567E-02 -7.789469E-02
-4.756668E-02 -6.796675E-03 1.194461E-02 1.754572E-03 -2.340598E-02 -3.269458E-02
-1.882492E-02 1.004541E-02 2.785302E-02 2.370652E-02 -3.496360E-03 -3.478478E-02
-5,462344E-02 -4.843990E-02 -2.439264E-02 3.172719E-03 1.37992EE-02 7.487968E-03
-9.729026E-03 -2.344945E-02 -3.247203E-02 -3.271591E-02 -2.677887E-02 -1.154591E-02 4.463961E-03 1.699793E-02 1.828057E-02 1.343300E-02 3.247788E-03 -4.768392E-03
-9.699308E43 -4.039679E-03 8.126660E-03 2.360501E-02 3.230134E-02 3.757712Z-02 4.029051E-02 4.463917E-02 4.239119E-02 3.480386E-02 2.475001E-02 2.406741E-02 2.838182E-t2 3.079641E-02 2.125254E-02 1.005377E-02 6.627116E-03 1.688010E-02 2.427540E-02 1.704734E-02 -8.383248E-03 -3.233950E-02 -4.030037E-02 -2.3790311-02 3.946431E-03 2.951177E-02 3.523553E-02 2.009600E-02 -0.521646E-03 +2.945977E-02
-2.531915E-02 4.438996E-03 3.344309E-02 4.059900E-02 1.960148E-02 -5.539664E-03
-1.501096E-02 -1.803485E-03 1.316208E-02 1.296326E-02 -9.307176E-03 -3.391637E-02
-4.195775E-02 -2.075557E-02 1.295661Z-02 3.544683E-02 2.568860E-02 -3.106020E-03
-2.416852E-02 -1.202006E-02 2.147699E-02 4.761267E-02 3.732830E-02 -9.048778E-04 l -3.964699E-02 -4.592124E-02 -1.813151E-02 2.610417E-02 5.262698E-02 4.624274E-02
- 1.uS1213E-02 -2.262292E-02 -2.817673E-02 1.904159E-03 3.943730E-02 5.430836E-02 l , 3.002947E-02 -1.123994E-02 -3.982741E-02 -3.301738E-02 -1.906831E-03 3.181377E-02 f 4.223404E-02 2.781153E-02 -2.094602Z-03 -2.530938E-02 -3.352397E-02 -2.364359E-02 I
-7.088983E-03 1.093039E-02 2.282741E-02 3.229810E-02 3.695720E-02 3.942898E-02 3.464823E-02 2.576612E-02 1.303123E-02 6.914639E-03 9.801567E-03 2.368185E-02 3.591788E-02 3.911146E-02 2.498000E-02 2.089362E-03 -1.993986E-02 -2.572098E-02
-1.711802Z-02 1.807169E-04 1.020862E-02 9.212963E-03 -4.254535E-03 -1,675934E-02
-2.114573E-02 -9.030328E-03 1.107914E-02 2.935532E-02 2.808550E-02 9.315538E-03
-1.479587E-02 -1.945158E-02 -1.752100E-03 2.743093E-02 4.027597E-02 2.796669E-02 I -3.632560E-03 -2.879864E-02 -3.668349E-02 -2.558909E-02 -1.248486E-02 -5.703004E-03 l -1.136445E-02 -1.696298E-02 -1.470600E-02 8.518616E-04 1.438472E-02 1.417805E-02
-7.698004E 03 -3.358869E-02 -4.475964E-02 -2.831938E-02 1.493967E-04 2.307473E-02 2.524079E-02 1.302796E-02 -3.975407E-03 -9.772076E-03 -2.310069E-03 1.397366E-02 2.126597E-02 1.403132E-02 -3.266270E-03 -0.195838E-03 4.945805E-03 3.055829E-02 4.085614E-02 2.615081E-02 -5.499239E-03 2.953623E-02 -3.351910E-02 -1.691517E-02 3.432201E-03 1.517520E-02 1.060700E-02 -2.392778E-03 -1.363840E-02 -0.190028E-03 8.794350E-03 2.991928E-02 3.660617.E-02 2.775461E-02 1.075705E-02 5.694460E-04 1.306780E-03 1.283194E-02 2.423172E-02 3.171107E-02 2.928585E 02 1.945599E-02 3.627733E-03 -0.375610E-03 -7.374Pe4E-03 1.829497E-03 1.118910E-02 1.675008E-02 1.351125E-02 1.006279E-02 6.540J55E-03 4.897031E-03 -1.816707E-03 -1.261719E-02
-2.356454E-02 -2,141767E-02 -1.104754E-02 1.002641E-02 2.016215E-02 0.000000E-01 0.000000E-01 0.000000E-01 0. 0 J0000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.600000E-01 0.000000E-01 0.000000E-01 0.000000E-01 O.000000E-01 0.000000E-01 0 000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 O.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 l 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000Z"01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E*01 0.000000E-01 0.000000E-01 0.000000E-01 l 0.000000E-01 0.000000E-01 0.000000L-01 0.0000005-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.0000002-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 j 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 i 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E*01 0.000000E-01 1
0.000000E-01 0.000000E 01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 O.000000E-01 0,000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.300000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01
)
l l PROPRIETARY INFORMATION OF GILBERT /COMMOLMEALTH FOR INTERNAL USE ONLY gal-446 11 90 l ! THIS IS A PERMANENT RECORD DO NOT DESTROY l
x '
. s Florida Power Corp. Auxiliary Building Elev.162.0' Crystal River Unit #3 Horizontal SSE 0.2 -
0.1 I I N ' !" I i g l~ ll ' ; l
- a. ,
-0.2 , , , , , , , , ,,,,,,,,,,,,,,,,,,,,,
o 5 to 15 h g 8 Time (Sec) Figure Floor Acceleration lime History [ Date: 10/12/92 '
. . - - ~~ . - - .- - - ._. - - - - - - --- - . . .
I SuaJECT IDENTIFIER PAGE FPC Mi FMr M Floor Response Spectra Generation DC-6520127.QSE IN. OF J
'?
CALCULATION El b ),j 2
,] ,g]
l MICAOFILMED PAGES ORIGINATOR S.J.Serhen ! DATE 10/08/92 i 1 ! Crystal River Unit 93 Auxiliary Building Elev. 162.0' Acceleration Time History - Borisontal ESE j Time Stop = 0.01 Sec Tain = 0.0 See Tsax = 15.0 Sec l Pase 1 et 4 I l 0.000000E-01 8.407400E-03 1.694929E-02 2.891032E 02 3.160732E-02 2.104813E-02
-7.711714E-05 -1.329635E-02 -1.422146E-02 -3.691180E-03 6.508753E-03 1.366034E-02 1
1.277790E-02 4.351509E-03 -1.412238E-02 -2.809848E-02 -2.514416E-02 -1.917535E-03 ' 1.937744E-02 1.947602E-02 -8.292243E-03 -4.113937E-02 -5.774237E-02 -4.720461E-02
-2.316086E-02 6.801967E-04 1.014687E-02 5.672636E-03 -9.240400E-03 -1.669395E-02 )
-4.286842E-03 2.897482E-02 5.610390E-02 5.355447E-02 1.540258E-02 -2.607314E-02 I
-4.032573E-02 -1.739048E-02 1.425737E-02 2.618183E-02 2.876353E-03 -3.490524E*02 l -5.941198E-02 -4.759152E-02 -1.004870E-02 2.945266E-02 3.953575E-02 1.909811E-02
-1.215720E-02 -2.178032E-02 ~7.365073E-03 1.491169E-02 1.819825E-02 2.840319E-03
-1. 73 54 58E-02 -1.626719E-02 8.921982E-07 4.488549E-02 6.014654E-02 4.380100E-02 2.954938E-03 -2.8664v8E-02 -2.873275E-02 4.433904E-03 3.738881E-02 4.551777E-02 2.315428E-02 -3.677608E-03 -1.383324E-02 4.513273E-04 1.656017E-02 1.940894E*02 3.415862E-03 -1.707193E-02 -3.010715E-02 -1.956690E-02 7.534674E-03 3.369194E-02 3.371859E-02 9.879794E-03 -1.981759E-02 -2.676673E-02 -1,066439E-02 1.347651E-02 2.395063E-02 2.423454E-02 2.168071E-02 2.569923E-02 2.875919E-02 2.748457E-02 1.505572E-02 -2.113247E-03 -1.998824E-02 -2.601424E-02 -1.697076E-02 8.793436E-03 3.185307E-02 3.665617E-02 1.%86481E-02 -1.244209E-02 -3.308702E-02 -3.325969E-02
-1.908009E-02 5.066276E-03 ? 593566E-02 3.506971E-02 1.996258E-02 -9.290994E-03
-3.314790E-02 -2.740231E-02 9.409497E-04 2.902961E-02 2.863940E-02 2.599656E-03
-3.178690E-02 -4. 77094 9E-02 -3.9156815-02 -0.187710E-03 2.823119E-02 5.667862E-02 l 5.600940E-02 2.862193E-02 -1.341434E-02 -3.803562E-02 -3.514949E-02 -1.294301E-02 1.488080E-03 2.251173E-03 -2.812818E-03 4.246772E-03 1.859355E-02 2.886847E-02 1.980919E-02 -8.370416E-04 -1.977928E-02 -1. 812205E+02 3.072241E-03 3.493311E-02 l
' \ 5.211484E-02 4.288743E-02 9.725238E-03 -1.800688E-02 -1.803242E-02 1.523421E-02 i 5.107918E-02 6.159264E-02 3.610037E-02 -9.205089E-04 -2.559317E-02 -2.282564E-02 '
-5.012143E-03 1.475301E-02 2.020074E-02 1.090472E-02 -1.075011E-02 -2.705366E-02
'-2.806386E-02 -8.080358E-03 1.501157E-02 2.553026E-02 1.554360E-02 2.906373E-03
-2.053284E-03 2.808901E-03 1.609144E-03 -6.519505E-03 -1.764484E-02 -1.944131E-02
-1.623772E-02 -9.036411E-03 -3.088482E-03 5.330187E-03 9.875243E-03 7.861901E-03
-6.259768E-03 -1.995977E-02 -2.474918E-02 -1,398414E-02 4.291270E-04 9.254004E-03 1.149769E-03 -1.555519E-02 -2. 967767E-02 -2.232989E-02 5.912036E-03 4.122990E-02 5.290912E-02 3.148005E-02 -1.481693E-02 -5.395631E-02 -6.573681E-02 -4.508276E-02
-1.239739E-02 1.677823E-02 2.601376E-02 1.737651E-02 -2.400165E-03 -1.542562E-02
-1,661203E-02 -5.071062E-03 3.419101E-03 5.008285E-03 5.862264E-04 -8.801759E-04
-5.170142E-03 -1. 049650E-02 -1.535274E-02 -1.070878E-02 -4.471321E-03 -3.789294E-03
-1.555347E-02 -2.699744E-02 -3.126711E-02 -2.246912E-02 -7.333233E-03 1.591510E-02 4.019759E-02 5.499732E-02 3.784848E-02 -7.769410E-03 -5.756759E-02 -7.188492E-02
-4.143182E-02 1.334178E-02 4.930957E-02 5.129942E-02 2.444096E-02 -1.072039E-02
-4.225738E-02 -5.074447E-02 -3.104813E-02 1.038194E-02 4.265298E-02 4.677157E-02 2.260607E-02 -2.485000E-03 -1.431863E-02 -1.024877E-02 -2.588205Z-03 1.003050E-02 2.442070E-02 3.715194E-02 3.601353E-02 2.803479E-02 2.160672E-02 2.512046E-02 2.486932E-02 1.094014E-02 -1.494777E-02 -2.301195E-02 5.894924E-05 4.039954E-02 5.666494E-02 3.274910E-02 -1.553563E-02 -4.483246E-02 -3.532249E-02 7.012221E-03 4.750638E-02 6.035686E-02 3.179613E-02 -1.977421E-02 -6.353712E-02 -6.263320E-02
-2.101429E-02 2.580383E-02 3.423975E-02 6.536192E 03 -2.460072E-02 -3.118422E-02 l 3.243282E-03 4.980795E-02 6.581845E-02 3.843642E-02 -1.978448E-02 -6.755764E-02 l
-7.292251E-02 -2.604239E-02 3.603114E-02 6.693230E-02 3.963682E-02 -1.640583E-02
-5.192230E-02 -3.402594E-02 6.792261E-03 2.130796E-02 -8.414224E-03 -3.951608E-02
-3.303477E-02 1.483101E-02 6.241324E-02 7.485911E-02 4.227402E-02 -3.625852E-03
-3.118758E-02 -2.182569E-02 1.006337E-02 4.117321E-02 4.317525E-02 1.966160E-02
-6.499265E-03 -6.508642E-03 1.607507E-02 4.416725E-02 4.833485E-02 2.171720E-02
-1.647843E-02 -2.586571E-02 2.284401E-04 4.326868E-02 6.834094E-02 5.813680E-02 1.330601E-02 -3.281817E-02 -5.3645685-02 -3.477826E-02 9.773426E-03 5.720468E-02 7.666422E-02 6.196135E-02 1.690148E-02 -3.545525E-02 -6.712715E-02 -4.641950E-02 j 1.754632E-02 8.465280E-02 9.879510E-02 5.061516E-02 -2.532251E-02 -7.108030E-02 l -6.375562E-02 -1.412614E-02 3.809310E-02 5.629715E-02 3.325951E-02 -8.456363E-03
! -3.747190E-02 -2. 965266E-02 8.833772E-04 2.399432E-02 1.131691E-02 -1.967591E-02 j -3.537201E-02 -1.440940E-02 2.074462E-02 4.024340E-02 2.660359E-02 2.391519E-03 i -6. 601031E-03 5.227235E-04 1.113483E-02 1.941015E-02 1.920287E-02 8.221673E-03 v
-1.254132E 02 -1.863881E-02 2.162288E-03 4.364785E-02 6.801232E-02 4.682922E-02 l -1.888415E-02 -8.124278E-02 -9.747338E-02 -5.215565E-02 2.342125E-02 8.261684E-02 i / 7.822798E-02 1.388138E-02 -6.446163E-02 -9.644356E-02 -6.746719E-02 -5.403281E-03 l 2.768747E-02 3.039615E-03 -4.811805E-02 -5.756259E-02 -1.533066E-02 3.171517E-02 2.771991E-02 -2.262201E-02 -6.985969E-02 -6.168401E-02 -1.438382E-02 2.145714E-02 1.768550E-02 1.697994E-03 -5.080779E-03 -2.143907E-03 -8.677983E-03 -2.505960E-02 i -3.914139E-02 -3.148430E-02 -1.768491E-02 -1.693181E-02 -2.866607E-02 -2.660364E-02 l
l PROPRIETARY INFORMATION OF G3LBERT/ COMMONWEALTH FOR INTERNAL USE ONLY gal-446 11-90 THIS IS A PERMANENT RECORD DO NOT DESTROY
i l SUBJECT FPC Crystal River #3 10ENilRER PAGE Floor Response Spectra Generation DC-5520127. cAE IM OF - l CALCULATION aev. I isj j.J 2j aj 1 MICROF1LMED pAGES ORIGINATOR S.J.Serhan DATE 10/08/92 l l Crystal River Unit #3 Auxiliary Building Elev.162.0' Acceleration Time History - Borizontal SSE j Time Step = 0.01 See Tain = 0.0 Sec Tmax = 15.0 See l l Page 2 of 4 l l
-8.931261E-03 1.074934E-02 1.215986E-02 1.673617E-03 -6.717504E-03 -1.138499E-03 i
1.562269E-03 -7.672463E-03 -2.405304E-02 -2.680986E-02 -1.534744E-02 2.594216E-03 8.350990E-03 -9.309938E-04 -2.099833E-02 -2.8)d955E-02 -1.1765.3 9E-02 2.385286E-02 4.078683E-02 2.119246E-02 -2,146644E-02 -4.272767E-02 -1.998519E-02 3.303736E-02 l 6.576727E-02 6.062278E-02 4.012004E-02 3.474904E-02 3.016700E-02 1.129581E-02
-1.189965E-02 -3.107827E-03 4.379331E-02 9.997140E-02 1.141600E-01 7.939923E-02
' 2.757732E-02 -3.274462E-03 -8.775001E-03 1.141677E-02 4.136347E-02 6.007200E-02 4.644392E-02 1.073695E-02 -2.587008E-02 -3.137254E-02 -1.808803E-03 3.747389E-02 4.264956E-02 7.019164E-03 -4. 994461E-02 -9.183874E-02 -9.835410E-02 -7.140512E-02
-5.125610E-02 -6.055974E-02 -8,592718E-02 -8.631009E-02 -5.130615E-02 -2.326476E-03 1.283347E-02 -2.345546E-02 -8,548738E-02 -1.166971E-01 -1.116248E-01 -8.293411E-02
-4.978758E-02 -6.718792E-03 2.688649E-02 3.099611E-02 -1.704308E-02 -8.459715E-02
-1.195536E-01 -8.329530E-02 1.061871E-03 9.069643E-02 1.358874E-01 1.028340E-01
-5.955261E-03 -1.176524E-01 -1.548170E-01 -8.625822E-02 3.627560E-02 1.189792E-01 8.951424E-02 -1.685914E-02 -9.986907E-02 -8.286264E-02 6.413054E-03 8.297134E-02 8.489179E-02 3.687266E-02 -1,368088E-02 -4.119905E-02 -5.144960E-02 -4.409067E-02
-2.734983E-02 -7.585332E-03 3.567626E-04 -6.596609E-03 -2.628201E-02 -3.702867E-02 l -3.104425E-02 -1,694330E-02 -1.826153E-02 -3.249613E-02 -4.101113E-02 -1.359766E-02 3.916055E-02 7.378104E-02 5.439612E-02 6.568068E-03 -2.767852E-02 -1.567529E-02 l 3.038337E-02 6.990928E-02 6.223887E-02 2.323267E-02 -6.139975E-03 1.054224E-02 6.380526E-02 1.102693E-01 9.791627E-02 3.978546E-02 -7.160711E-03 8.191978E-04 4.141182E-02 7.300683E-02 7.251916E-02 5.767318E-02 4.321774E-02 3.504630E-02 i
2.392186E-02 1.951254E-02 3.680856E-02 7.646943E-02 9.496540E-02 6.823885E-02 1.344531E-02 -1.776019E-02 1.077934E-03 5.317952E-02 8.353155E-02 7.736505E-02 l 5.385543E-02 2.984279E-02 -8.357234E-04 -2.290364E-02 -1.899166E-02 1.775190E-02 6.358263E-02 9.521136E-02 9.885244E-02 8.454467E-02 5.451060E-02 1.886795E-02
-7.7280511-03 -9.812297E-04 2.364800E-02 2. 657551E-02 -8.844062E-03 -3.410053E-02
-8.743069E-03 5.442747E-02 8.489075E-02 3.907276E-02 -5.406472E-02 -1.082666E-01
, -0.681955E-02 -2.953383E-02 -1.381573E-02 -5.891390E-02 -1.177249E-01 -1.204850E-01 l -5.641952E-02 3.609913E-02 9.044136E-02 6.421051E-02 -3.478012E-02 -1.295455E-01 l -1.507734E-01 ~8.921365E-02 -6.759037E-03 4.241222E-02 4.622066E-02 2.483236E-02 i -2.117010E-02 -7.262529E-02 -9.335569E-02 -5.732012E-02 8.904613E-03 6.533503E-02 8.706835E-02 8. 889981E-02 7.492432E-02 3.570226E-02 -2.931111E-02 ~7.369413E-02 i -5.696600E-02 1.943423E-02 9.102035E-02 9.851309E-02 3.327503E-02 -5.033015E-02
-9.683625E-02 -7.268159E-02 3.682217E-03 8.549449E-02 1.160636E-01 7.843068E-02 1.149550E-03 -4.400834E-02 -1.900171E-02 5.027142E-02 8.755346F-02 6.030611E-02 7.456284E-03 1.402579E-03 5.221429E-02 1.107655E-01 1.1547FJE-01 7.009849E-02 2.444524E-02 2.0340112-02 3.636203E-02 3.721870E-02 6.191856E-03 -2.985525E-02
-3.374936E-02 1.089130E-02 5.823612E-02 6.1619035-02 1.598759E-02 -3.415371E-02
-5.066995E-02 -2.027777E-02 2.462328E-02 4.733226E-02 2.437717E-02 -2.258757E-02
-5.103628E-02 -3. 07004 2E-02 1.066949E-02 3.393685E-02 2.653926E-02 2.171729E-02 3.992580E-02 6.612211E-02 5. 438351E-02 ~4.838975E-03 -7.582075E-02 -9.269473E-02
-3.151526E-02 7.188189E-02 1.385447E-01 1.280424E-01 5.426555E-02 -2.132075E-02
-4.778492E-02 -1.209848E-02 3.587473E-02 4.178477E-02 -8.283162E-03 -6.560904E-02
-8.262201E-02 -4.759567E-02 -7.69500SE-03 -1.306688E-02 -6.393316E-02 -9.425381E-02 l -7.097582E-02 -2.966245E-02 -3.290390E-02 -8.088168E-02 -1.208185E-01 -9.720562E-02
-3.582983E-02 -1.112392E-03 -1.633974E-02 -3.153230E-02 -1.186499E-02 2.892937E-02 3.538445E-02 -1. 927651E-02 -1.036441E-01 -1.420290E-01 -1.025763E-01 -1.047620E-02
, 7.156864E-02 9.899026E-02 5.337675E-02 -3.706069E*02 -1.240859E-01 -1.527970E-01 l -1.087612E-01 -1.451660E-02 7.628537E-02 1.232094E-01 1.024875E-01 2.572129E-02
-6.771470E-02 -1.036144E-01 -4.710528E-02 5.991657E-02 1.261356E-01 1.090261E-01 2.904177E-02 -4.950317E-02 -8.316938E-02 -6.135573E-02 -1.211726E-02 3.666485E-02 5.701899E-02 4.438424E-02 8.944536E-03 -2.026600E-02 -3.019384E-02 -2.172854E-02
-1.402173E-02 -1.007237E-02 -9.7078422-03 -4.005719E-03 9.673603E-03 3.522226E-02 5.254449E-02 3.851049E-02 -2.280069E-02 -9.859025E-02 -1.344805E-01 -9.460066E-02
-1.170803E-02 5.372262E-02 5.777725E-02 2,144468E-02 -1,391684E-02 -2.513985E-02
-2.850178E-02 -3.453357E-02 -4.599631E-02 -5.158284E-02 -4.980976E-02 -4.063321E-02
-3.263965E-02 -1.736915E-02 4.351442E-03 2.283695E-02 1.905921E-02 -3.313861E-03
-2.920005E-02 -3.382922Z-02 -2.004266E-02 -1.570446E-04 1.340071E-02 2.411287E-02 1.513281E-02 -2.525653E-02 -7.769169E-02 -8.692832E-02 -4.360735E-02 8.210880E-03 1.255927E-02 -2.059470E-02 -3.726447E-02 3.703391E-03 6.379621E-02 7.725241E-02 2.332828E-02 -3.998051E-02 -5.648897E-02 -1,365670E-02 4.281115E-02 6.147334E-02 2.728933E-02 -1.410673E-02 -2.235713E-02 1.402228E-02 6.623464E-02 9.184084E-02 3
5.494232E-02 -1.466456E-02 -5.486596E-02 -2.688344E-02 2.926021E-02 6.617266E-02 4.632253E-02 -3.545689E-03 -3.460766E-02 -1.698724E-02 2.644424E-02 5.830321E-02 4.820162E-02 6.870954E-03 -3.881010E-02 -4.889062Z-02 -6.995500E-03 7.189742E-02 gal-446 11 90 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD DO NOT DESTROY
SUBJECT IDEN DFIER PAGE FPC Crystal River #3 Floor Response Spectra Generation DC-5520-127. CG IM OF CALCULATION REV.l y ] y y MICAOFILMED PAGES OAIGINATOR S.J.Serhan DATE 10/08/92 Crystal River Unit #3 Aux 111ery Building Elev. 162.0' Acceleration Time History - Horizontal SSE Time Step = 0.01 Sec Tain = 0.0 Sec Tmax = 15.0 Sec . I Pa8e 3 of 4 1.398585E-01 1.584076E-01 1.085599E-01 2.558735E-02 -3.579124E-02 -4.522251E-02
-3.022825E-02 -1.812048E-02 -1.443479E-02 1.573511E-03 2.808388E-02 4.040485E-02 0.681994E-03 -4.474020E-02 -8.478254E-02 -8.247260E-02 -5.217944E-02 -1,625268E-02 4.260328E-03 3.592149E-03 -2.442123E-02 -8.017936E-02 -8.415862E-02 -7.973599E-02
-5.103620E-02 -1.588300E-02 -5.808963E-03 -2.008214E-02 -4.378627E-02 -6.141897E-02
-8.016884E-02 -1.059486E-01 -1.349689E-01 -1.351131E-01 -9.546640E-02 -3.356994E-02 9.819937E-03 1.768406E-02 -1.795403E-03 ~1.595266E-02 -2.444085E-02 -4.594381E-02
-8.653391E-02 -1.117525E-01 -8.928043E-02 -9.732139E-03 7.765877E-02 1.155218E-01 8.993504E-02 3. 8 54 551E-02 -1.032929E-02 -3.400818E-02 -2.755356E-02 1.125761E-02 7.423498E-02 1.435596E-01 1.615165E-01 9.105790E-02 -3.250864E-02 -1.048438E-01
-6.309037E-02 6.165220E-02 1.545565E-01 1.343092E-01 2.563437E-02 -5.877234E-02
-5.643382E-02 2.459689E-03 4.796614E-02 5.171802Z-02 1.525084E-02 -2.526593E-02 l
-3.810824E-02 -1.765J94E-02 1.126641E-02 3.836058E-02 5.650568E-02 7.414258E-02 9.263331E-02 9.758399E-02 5.605041E-02 -2.200039E-02 -8.766650E-02 -8,540890E-02
-1.945705E-02 5.995095E-02 8.731250E-02 4.670285E-02 -2.97110ZE-02 -8.659335E-02 ,
-1.065230E-01 -9.099945E-02 -5.267368E-02 -0.881048E-03 5.083107E-03 -9.255299E-04 '
-8.197771E-03 -2.276174E-03 5.689264E-03 -2.743821E-02 -7.298009E-02 -1.034012E-01
-8.14806EE-02 -1.979480E-02 2.604423E-02 3.730136E-02 2.307524E-02 3.715369E-03
-1.910023E-02 ~4.437609E-02 -6.842137E-02 -6.197675E-02 -1.730564E-02 3.878004E-02 5.960028E-02 3.975135E-02 4.650679E-04 -2.941787E-02 -4.719395E-02 -4.977567E-02
-3.647055E-02 -1.401009E-03 3. 830132E-02 5.507884E-02 2.821895E-02 -1,379774E-02
-3.878490E-02 -4. 032791E-02 -3.988067E-02 -3.453844E-02 -1.372535E-02 2.996868E-02 7.924634E-02 1.138372E-01 1.093879E-01 7.350253E-02 2.986915E-02 1.956028E-03
\_. # -1.298736E-02 -1,367244E-02 -7.380623E-03 3.186595E-04 3.080344E-03 6.313707E-03 1.763648E-03 -2. 78199 2Z-03 5.379229E-03 2.979304E-02 4.658923E-02 4.853403E-02 2.131680E-02 -3.022330E-02 -7.457185E-02 -7.137974E-02 -2.626241E-02 3.211995E-02 5.782504E-02 2.796449E-02 -4.163016E-02 -9.487008E-02 -9.575289E-02 -4.372239E-02 1.734899E-02 4.313611E-02 1.306065E-02 -3.908381E-02 -6.227610E-02 -2.877240E-02 2.346368E-02 4.660107E-02 1.867384E-02 -4.071150E-02 -9.477745E-02 -9.802956E-02
-4.964476E-02 1.541782E-02 4.395941E-02 1.248916E-02 -5.620634E-02 -9.643376E-02
-8.137483E-02 -3.536527E-02 -7.434588E-03 -1,336782E-02 -4.371945E-02 -6.368958E-02
-5.259481E-02 -1.445505E-02 1.194968E-02 6.319481E-03 -2.878711E-02 -7.423246E-02
-1.164177E-01 -1.259406E-01 -9.135272E-02 -2.583740E-02 2.858936E-02 3.921586E-02 8.870182E-04 -3.494093E-02 -3.004035E-02 -8.661390E-03 -3.A23810E-02 -1.217719E-01
-1.852394E-01 -1.384355E-01 7.715868E-03 1.411827E-01 1.417730E-01 1.827063E-02
-1.181107E-01 -1.717314E-01 -1.472739E-01 -8.711320E-02 -3.211626E-02 2.501100E-03 1.275611E-02 9.943212E-03 -8,512307E-03 -3.257459E-02 -4.945939E-02 -4.821434E-02
-3.115139E-02 -4.612922E-05 9.944856E-03 -2.437039E-02 -8.010432E-02 -1.036585E-01
-8,549444E-02 -4.536574E-02 -1,356435E-02 4.081372E-03 1.048252E-02 9.807147E-03
-1.56360$E-02 -5.966214E-02 -3.519112E-02 -5.120620E-02 1.826303E-02 6.467795E-02 4.669857E-02 -0.087758E-03 -4.632109E-02 -2.695103E-02 1.526270E-02 3.393344E-02 2.369352E-02 2.040863E-02 2.963514E-02 3.601639E-02 2.772642E-02 7.967536E-03 8.299376E-04 2.886100E-02 7. 049532E-02 9.123818E-02 7.005049E-02 2.593063E-02
-1.271629E-02 -1.422867E-02 2.262924E-02 7.562350E-02 1.019474E-01 8.085414E-02 1.649694E-02 -4.556756E-02 -5.754837E-02 -3.841959E-03 6.439891E-02 8.635672E-02 3.674905E-02 -4.193831E-02 -8.644778E-02 -5.508837E-02 2.041287E-02 7.493735E-02 6.156408E-02 2.111261E-03 -5.070667E-02 -5.308461E-02 -1.745020E-02 2.157146E-02 3.382692E-Gi 2.447278E-02 7.432267E-03 1.407987E-03 5.999122E-03 1.692015E-02 1.675366E-02 9.469284E-04 -2,388795E-02 -3.146247E-02 -1.265769E-02 2.865510E-02 6.362682E-02 6.421818E-02 1.655839E-02 -4.492262Z-02 -7.575381E-02 -4.957490E-02
- 7. 8494 71E-03 5.082347E-02 4.239165E-02 -1.440972E-03 -4.298725E-02 -4.812513E-02
-2.248741E-02 9.169540E-03 1.265580E 02 -1.470424E-02 -5.200057E-02 -6.479655E-02
-4.839793E-02 -1. 3 5003 2E-02 1.824579E-02 4.014878E-02 4.634814E-02 4.053656E-02 1.618147E-02 -2.045781E-02 -5.277340E-02 -5.268224E-02 -2,235952E-02 1.660106E-02 4.194046E-02 4.490288E-02 3.4302:5E-02 2.126134E-02 -2.110783E-03 -2.928633E-02
-4. 20 4 53 2E-02 -1.942653E-02 2.160262E-02 5.28252SE-02 5.374928E-02 3.687975E-02 2.475461E-02 2.014557E-02 1.237782E-02 3.179690E-03 -3.092235E-04 9.330827E-03 1.644453E-02 1.670522E-02 1.787247E-02 3.706503E-02 6.140466E-02 6.775138E-02 3.951909E-02 4.219504E-04 -1.961063E-02 -5.380310E-03 2.375460E-02 5.249676E-02 6.681311E-02 6.098135E-02 2.485601E-02 -2.701433E-02 -6.776341E-02 -6.693979E-02
-3.109402E-02 1.359829E-02 3. 511371E-02 2.940665E-02 1.734943E-03 -2.954697E-02
-5.179481E-02 -4.853520E-02 -2.514507E-02 1.225401E-03 4.911731E-03 -9.995313E-03
-2.507060E-02 -1.816160E-02 3.304493E-03 2.360388E-02 2.711770E-02 2.072676E-02 7.166294E-03 -1.014732Z-02 -3.155634E-02 -3.906461E-02 -2.308513E-02 1.414643E-02 4.500706E-02 5.35832SE-02 4.056507E-02 3.009928E-02 2.952644E-02 3.276912E-02 2.294966E-02 8.941186E-03 8.232177E-Oi 3.708432E-02 7.758027E-02 1.000529E-01 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH - FOR INTERNAL USE ONLY gal-446 11-90 THIS IS A PERMANENT RECORD 00 NOT DESTROY
_ .. .. . - - . - . - - . - - - - -. - _ . - - . _ _ . - = . . SUBJECT IDENTIFIER PAGE FPC Crystal Ryer #3 Roor Response Spectra Generation DC 5520-127 6 IM OF - CALCULATION b N N N M6CAOFILMED PAGES ORGINATOR SJ.Serhan DATE 10/04/92 l Crystal River Unit #3 Auxiliary Bu11 dins Elev.162.0' Acceleration Time History - Borizontal SSE f Time Step = 0.01 Sec Tain = 0.0 Sec Tmax = 15.0 Sec ; l Pge 4 of 4 l 7.734041E-02 2.319893E-02 -2.882314E-02 -3.935621E-02 -6.007017E-03 5.158729E-02 9.146982E-02 9.203248E-02 5.197710E-02 -7.238483E-04 -3.936514E-02 -4.156983E-02 i -1.681823E-02 1.282775E-02 1.981544E-02 5.068319E-03 -1.689694E-02 -2.239322E-02 l
-1.408920E-02 -8.111429E-03 -2.695230E-02 -6.185495E-02 -8.925190E-02 -8.144442E-02
- -4.397593E-02 -4.424906E-04 1.557829E-02 5.933091E-04 -2.809472E-02 -3.821054E-02
! -2.152818E-02 1.308239E-02 3.580030E-02 3.036468E-02 -4.769257E-03 -4.392523E-02 l -6.483834E-02 -5.159848E-02 -1.808821E-02 1.395531E-02 2.161478E-02 9.632189E-03 i
-1.129694E-02 -2.590305E-02 -3.566516E-02 -3.803486E-02 -3.403516E-02 -1.682039E-02
! 5.483210E-03 2.449415E-02 2.769829E-02 2.027768E-02 6.070120E-03 -5.15814 5E-03 l -1.241190E-02 -7.533300E-03 5.541527E-03 2.223915E-02 3.012025E-02 3.338637E-02 t 3.633522E-02 4.486937E-02 4.598191E-02 3.536847E-02 1.779369E-02 1.400218E-02 l 2.317181E-02 3.206628E-02 2.266522E-02 7.190603E-03 3.430783E-03 2.026888E-02 1 3.321758E-02 2.257195E-02 -1.293786E-02 -4.364910E-02 -5.040430E-02 -2.814558E-02 5.504341E-03 3. 684 744E-02 4.641108E-02 2.911922E-02 -9.2J7321E-03 -3.731319E-02
-3.295475E-02 5.197893E-03 4.127568E-02 4.688272E-02 1.885286E-02 -9.758557E-03
-1.635648E-02 1.756861E-03 1.863657E-02 1.683617E-02 -8.96200$E-03 -3.695368E-02
, -4.636220E-02 -2,195920E-02 1.904632E-02 4.752146E-02 3.546367E-02 -3.137355E-03
-3.263933E-02 -1.064386E-02 2.168108E-02 5.384981E-02 4.145372E-02 -4.514731E-03
-4.860441E-02 -5.232999E-02 -1.720845E 02 3.241115E-02 5.875115E-02 4.811911E-02 7.058374E-03 -2.927255E-02 -3.413679E-02 6.653617E-04 4.427982E-02 6.203254E-02 3.347743E-02 -1.698515E-02 -5.182443E-02 -4.195293E-02 -1.360593E-03 4.029199E-02
( 5.193722E-02 3.299027E-02 -3.246096E-03 -3,054950E-02 -3.955550E-02 -2.764704E-02
- t -7.390258E-03 1.409126E-02 2.639803E-02 3.381803E-02 3.717158E-02 4.055434E-02 l 3.666421E-02 2.628869E-02 9.098892E-03 ~1.1004068-03 2.065158E-03 2.066273E-02 l 3.793621E-02 4.361198E-02 2.915904E-02 4.182152E-03 -2.076667E-02 -2.816121E-02 i -1.862581E-02 9.999602E-04 1.258538E-02 1.147737E-02 -4.373433E-03 -2.019502E-02 l -2.561419E-02 -1.062608E-02 1.413246E-02 3.545424E-02 3.215019E-02 7.009627E-03
-2.154360E-02 -2.381391E-02 5.781079E-04 3.509796E-02 4.759166E-02 2.948946E-02
+8.192168E*03 -3.479589E-02 -4.009225E-02 -2.501604E-02 -9.458310E-03 -3.881938E-03 l -1,379620E-02 -2.275648E-02 -1.940618E-02 2.699499E-03 2.241460E-02 2.120273E-02 i -8.673348E-03 -4.223355E-02 -5.501335E-02 -3.304621E-02 2.357879E-03 2.720818E-02 l 2.641031E-02 1.182464E-02 -5.493047E-03 -1.047487E-02 -2.425195E-03 1.428158E-02
! 2.122932E-02 1.230889E-02 -8.320872E-03 -1.567598E-02 2.159721E-03 3.531093E-02 4.913897E-02 2.966871E-02 -1.009180E-02 -3.653110E-02 -3.621529E-02 1.400638E-02 i 8.756657E-03 1.942781E-02 1.188782E-02 -3.309077E*03 -1.495691E-02 -9.167962E-03 1.195542E-02 3.571391E-02 3.896735E-02 2.169977E-02 -8.019157E-04 -7.216087E-03 3.366163E-03 2.209190E-02 3.192395E-02 3.304871E-02 2.703994E-02 1.809701E-02 2.598538E-03 -0.376197E-03 -1.101388E-02 0.188758E-04 1.069258E-02 1.435533E-02 1.211983E-02 1.520547E-02 1.761740E-02 1.592329E-02 -1.956812E-03 -2.144702E-02 t -3.202310E-02 -2.371349E-02 -5.848204E-03 1.903637E-02 2.504746E-02 0.000000E-01 l 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 ! 0.000000E 01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 r 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0,000000E-01 l 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.0000005-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 ! 0.000000E*01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 l 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 i 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 [ 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 l l PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY GAL 446 11-90 THIS IS A PERMANENT RECORD DO NOT DESTROY
w .- ~~.. .
)
4 Florido Power Corp. Control Building Elev. 145.0' Crystal River Unit #3 Horizontal SSE
~
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~
b bb llk 01, I llI l' 10 i my.'y o., a ' M :
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-0.2 , , , , , , ,,, ,,,,,,,,, , , , , , i. , , ,
Time (Sec) ? Figure Floor Acceleration Time History ,9 - Date: 10/12/92 0) kA i
,\ I e' $
. . .- .- - . . - -- - . , - - - . ~ . . - - - - - - - -
l I SUBJECT FPC Crystal Rver #3 IDENTIFIER PAGS Floor Respon8e Spectra Generation DC-5520127. QQ IM I OF --- l (:A6LC;ULJA11C)N
*I b d d b I MICAOFEMED PAGES ORIGINATOR S.J.Serhen DATE 10/08/92 Crystal River Unit #3 Control Building Elev. 145.0' Acceleration Time History - Borizontal SSE Time Step = 0.01 Sec Tuin = 0.0 Sec Tmax = 15.0 See Pase 1 of 4 0.000000E-01 3.319460E-02 4.280125E-02 3.543700E-02 2.289497E-02 4.255672E-03
-2.719611E-03 -5.130501E-03 -1.214869E-02 -1.915505E-02 -2.313138E-02 -1.940856E-02
-8.714422E-03 8.259594E-03 1.304697E-02 1.206143E-02 6.195845E-03 3.862114E-03 3.865863E-03 -1.045703E-03 -1.302645E-02 -2.538211E-02 -3.538545E-02 -3.689268E-02
-3.361137E-02 -2.534804E-02 -2.010057E-02 -1.038965E-02 5.653713E-04 1.404557E-02 2.383135E-02 3.212195P 3.581503E-02 3.449187E-02 2.700096E-02 1.835004E-02 7.423691E-04 -1.443306. ' -2.823724E-02 -3.666403E-02 -4.284920E-02 -4.504729E-02
-4.717404E-02 -3.757977E a2 -2.224665E-02 -4.137107E-03 1.129187E-02 1.833823E-02 1.802823E-02 2.277443E-32 2.660329E-02 3.113977E-02 2.536944E-02 1.691529E-02 2.804942E-03 -3.893593E-J3 -4.966011E-04 3.043032E-03 4.764232E-03 8.305046E-03 5.573065E-03 1.167051E-02 2.172138E-02 3.141748E-02 3.603756E-02 3.771202E-02 3.355034E-02 3.083630E-02 2.640980E-02 2.190534E-02 9.9673115-03 -2.973036E-03
-1.545090E-02 -2.501301E-02 -3.358070E-02 -3.948135E-02 -4.038911E-02 -2.962219E-02
-2.154231E-02 -1.29636BE-02 ~4.449065E-03 1.043215E-02 2.943568E-02 4.786282E-02 5.695883E-02 5.945286E-02 5.257922E-02 4.097039E-02 2.555826E-02 1.289951E-02
-4.579330E-03 -2.469674E-02 -4.377713E-02 -5.138116E-02 -5.015513E-02 -3.969641E-02
-2.984513E-02 -1.836487E-02 -5.198011E-03 1.278872E-02 2.772907E-02 3.759984E-02 3.859947E-02 3.976578E-02 3.912469E-02 3.517427E-02 2.211661E-02 6.335234E-03
-8.202943E-03 -1.419778E-02 -1.914035E-02 -2.067813E-02 -2,355791E-02 -2.412401E-02
-1.996011E-02 -6.380999E-03 6.828044E-03 1.565083E-02 1.407689E-02 9.869246E-03 j 6.780043E-03 9.005422E-03 4.588601E-03 -5.489287E-03 -1,684633E-02 -2.149030E-02 ,
-1.799156E-02 -5.863386E-03 -2.611594E-03 -3.927904E-03 -5.958839E-03 -3.419956E-03 ;
) 3.389910E-03 1.037227E-02 7.975947E-03 7.092421E-03 1.080663E-02 2.304142E-02 I
%' 3.381396E-02 3.920330E-02 3.699048E-02 3.897931E-02 4.632836E-02 5.226917E-02 j 3.076047E-02 1.414554E-03 -5. 809391E-03 -1.424084E-02 4.458330E-02 1.212227E-02
-2.634190E-02 -3.620656E-02 -4.136445E-02 -3.443294E-02 -2.229435E-02 -8.105041E-03 2.700917E-04 1.182744E-02 2.312989E-02 3.401648E-02 3.554657E-02 2.862718E-02 1.621798E-02 6.763939E-03 -1.289934E-03 -8.938296E-03 -1.915907E-02 -2,203344E-02
-2.073912E-02 -1.027742E-02 -2.072657E-03 -1.471363E-04 -4.947656E-03 -9.396494E-03
-1,396893E-02 -1.559965E-02 -1.955401E-02 -2.423597E-02 -2.915512E-02 -2.316570E-02
-1.334566E-02 3.048727E-04 1.127180E-02 1. 891331E-02 2.401839E-02 2.871997E-02 2.258471E-02 1.271724E-02 -1.402765E-03 -1.671360E-02 -3.077401E-02 -3.685124E-02
-3.987606E-02 -3.543636E-02 -2.801908E-02 -1.488429E-02 4.389635E-04 1.824996E-02 2.898232E-02 3.525020E-02 3.666260E-02 3.510951E-02 2.651614E-02 1.302526E-02
-1.166686E-02 -3.661361E-02 -5.525571E-02 -5.871840E-02 -5.543367E-02 -5.084303E-02
~4.812663E-02 -3.621246E-02 -1.409538E-02 1.410347E-02 3.197557E-02 3.850610E-02 3.349500E-02 2.748564E-02 2.293709E-02 2.029622E-02 9.082956E-03 -3.157779E-03
-1.155638E-02 -9.764833E-03 -5.132128E-03 -1.209480E-03 -2.246726E-03 -5.425231E-04 2.896388E-03 8.278225E-03 5.681663E-03 -1.501041E-04 -1.030768E-02 -1.658824E-02
-1.483548E-02 -7.498157E-03 -8.274607E-03 -1.296228E-02 -1.452740E-02 1.135056E-03 2.653900E-02 4.689344E-02 4.499310E-02 3.690206E-02 3.643736E 02 4.644779E-02 5,340385E-02 4.418473E-02 1.752658E-02 -7.377792E-05 -4.031006E-03 9.616651E-05
- 7. 639047E-04 -3.831762E-03 -1.451058E-02 -1.310316E-02 -4.226827E-03 2.229097E-03 3.466401E-03 1.958035E-03 -4.504519E-03 -3.765966E-03 -3.945879E-03 -5.043876E-03
-6.322305E-03 -3.271525E-03 1.029277E-03 9.591061E-03 1.353822E-02 9.065606E-03 9.501260E-04 2.347898E-03 5.314605E-03 9.836694E-03 2.189471E-03 -1.207676E-02
-1.852886E-02 -1.204808E-02 -2.940071E-03 3.158021E-03 -3.877767E-03 -1.579623E-02
-2.582867E-02 -2.119856E-02 -1.347197E-02 -1.128268E-02 -1.182257E 02 -7.087350E-03 2.758092E-03 2.294949E-02 3.686649E-02 4.681052E-02 4.966620E-02 4.473333E-02 3.459571E-02 2.660250E-02 1.649663E-02 3.476350E-03 -0.855133E-03 -1.216860E-02
-1.318243E-02 -7.210570E-03 -6.070124E-03 9.701603E-04 1.665539E-02 2.910849E-02 3.1513465-02 3.423868E-02 3.605012E-02 3.797711E-02 3.680770E*02 3.097602E-02 1.520401E-02 8.640946E-03 4.701765E-04 -4.220535E-03 -8.242465E-03 -1.511651E-02
< -2.535601E-02 -2.337924E-02 -1.224041E-02 4.849630E-03 1.619376E-02 2.415951E-02 l 2.839178E-02 3.760896E-02 4.714197E-02 4.835519E-02 3.890002E-02 2.486668E-02 7.885739E-03 4.180349E-03 -1.334248E-03 -9.541076E-03 -1.846638E-02 -2.492984E-02 ( -2.243560E-02 -1.403390E-02 -1.094086E-02 -1.087957E-02 -1.774883E-02 -1.367701E-02
-5.390848E-03 7.563924E-03 1.660814E-02 1.454098E-02 1.249640E-02 2.013259E-02 i 3.211976E-02 4.066620E-02 2.922854E-02 1.534727E-02 6.193614E-03 7.697742E-03 6.813301E-03 -1.303558E-03 -1.421127E-02 -2.231585E-02 -1. 991464 E-02 -8.783085E-03
-3.553583E-03 -4.350067E-03 -1.143569E-02 -7.671078E-03 4.833497E-03 1.629401E-02 1.002272E-02 -7.758300E-03 -2.373795E-02 -2.573574E-02 -2.201086E-02 -1,697824E-f3 4
1 -2.235392E-02 -4.021466E-02 -6.001682E-02 -5.576509E-02 -3.260500E-02 -1.281662E-02 2 ' -1.372259E-02 -2.078872E-02 -1.920158E-02 6.981677E-03 3.126325E-02 3.449917E-02 2.155334E-02 7.614900E-03 3.900559E-03 5.940600E-03 -4.197616E-03 -2.675855E-02 [ -5.612996E-02 -5.974658E-02 -5.148251E-02 -4.373687E-02 -3.993244E-02 -3.566039E-02 PROPRIETARY INFORMATION OF GA.BERT/ COMMONWEALTH FOR INTERNAL USE ONLY GAH46 11-90
. THIS IS A PERMANENT RECORD DO NOT DESTROY
SUBJECT IDENTIFIER PAGE FPC W RMr M Floor Response Spectra Generation DC-5520-127. OM MOF - CALCULATION
"" I 10 1J 2j y MICAOFILMEO PAGES ORIGINATOR S J S*rhan DATE 10/08/92 Crystal River Unit #3 Control Building Elev. 145.0' Acceleration Time B1 story - Borisontal SSE Time Step = 0.01 Sec Tain = 0.0 Sec Tmax = 15.0 Sec Pase 2 oE 4
-1.531522E-02 1.437144E-02 2.895888E-02 3.116921E-02 2.213796E-02 1.658470E-02 1.645853E-02 1. 836715E-02 2.418953E-03 -2.525152E-02 -4.307755E-02 -3.847677E-02
, -2.265298E-02 -0.590126E-03 -1.930071E-02 -2.655612E-02 -1.211006E-02 1.271?84E-02 l 2.736116E-02 2.58E838E-02 1.097223E-02 3.870199E-03 9.200649E-03 1.838487E-02 l 1.714721E-02 1.997643E-02 2.271625E-02 3.175829E-02 4.373022E-02 4.339195E-02 3.788260E-02 4.668176E-02 5.593860E-02 6.305115E-02 5.650863E-02 3.472350E-02 1.2753415-02 9.222354E-03 1.138066E-02 1.357697E-02 1.930578E-02 2.408640E-02 2.507283E-02 3.676453E-02 4.383527E-02 4.737663E-02 3.608073E-02 1.444829E-02
-1.024703E-02 -3.444237E-02 -6.043929E-02 -0.074845E-02 -1.108676E-01 -1.04430ZE-01
~9.330860E-02 -7.963742E-02 -6.384515E-02 -4.287106E-02 -1.680600E-02 5.356494E-03 i
2.473421E-03 -1.281486E-02 -3.890214E-02 -6.230966E-02 -7.778457E-02 -8.797635E-02 I
-9.910240E-02 -1.004439E-01 -8.329156E-02 -6.248327E-02 -3.777152E-02 -2.123922E-03 ;
2.486674E-02 5.103521E-02 S.545579E-02 4.842544E-02 4.417571E-02 3.954625E-02 i 1.476083E-02 -2.701046E-02 -6.072343E-02 -7.944091E-C2 -7.737186E-02 -5.315965E-02 l
-4.336345E-02 -3.648228E-02 -1.993492E-02 1.445289E-02 5.866551E-02 8.594775E-02 l 7.762657E-02 5.970623E-02 5.156744E-02 4.132089E-02 1.143001E-02 -2.195588E-02
-5.527066E-02 -7.159894E-02 -7.538110E-02 -7.951217E-02 -8.196638E-02 -7.778699E-02
-6.509523E-02 -3.781042E-02 -1.140209E-02 7.492197E-03 1.282115E-02 2.376479E-02
, 4.424613E-02 6.577935E-02 6.897877E-02 5.736030E-02 3.619594E-02 2.907549E-02 I 3.406550E-02 3.568193E-02 2.902392E-02 1.282293E-02 2.338569E-03 8.143927E-03 1.746011E-02 3.392810E-02 3.499634E-02 3.138779E-02 3.113237E-02 4.463894E-02 5.918424E-02 6.064706E-02 5.291701E-02 4.619346E-02 5.282064E-02 6.020863E-02 1 5.863296E-02 6.018668E-02 5.543470E-02 6.298829E-02 6.090007E-02 4.770016E-02 l
's. #
3,928182E-02 3.394285E-02 3.190140E-02 3.329010E-02 1.737628E-02 -4.370360E-03
~1.201100E-02 -1.256382E-03 1.044219E-02 2.471523E-02 3.839346E-02 5.391656E-02 6.977559E-02 7.581001E-02 7.272543E-02 7.292613E-02 5.486551E-02 2.831371E-02 5.818990E-03 3.113706E-03 2.028794E-02 3.256849E-02 2.442736E-02 1.680320E-02 1.9640385-02 3.898126E-02 4.361066E-02 1.219565E-02 -4.193426E-02 -8.634599E-02
-9.589893E-02 -8.117236E-02 -8.345000E-02 -9.666678E-02 -9.998777E-02 -7.043316E-02
-2.270171E-02 2.817969E-02 5.538535E-02 5.149245E-02 2.985787E-02 2.235628E-03
-1.831908E-02 -3.827689E-02 -7.225289E-02 -1.046790E-01 -1.250980E-01 -1.133775E-01
-9.586412E-02 -7.266804E-02 -3.816662E-02 4.367764E-03 5.391912E-02 9.076304E-02 1 1.021685E-01 1.078611E-01 1.100756E-01 1.058296E-01 8.349299E-02 4.972940E-02 6.831179E-03 -1.949009E-02 -2.835665E-02 -3.766168E-02 -4.699388E-02 -5.025879E-02
-5. 754 591E-02 -4.838604E-02 -2.008874E-02 8.846298E-03 2.853261E-02 2.991008E-02 8.709208E-03 3.656356E-03 1.984437E-02 4.984295E-02 6.908506E-02 6.396773E-02 3.011722Z-02 5.985470E-02 9.020626E-02 1.114696E-01 1.0433473-01 8.189442E-02 5.317631E-02 4.268479E-02 3.845558E-02 2.637462E-02 5.060757E-03 -1.828872E-02
-3.370604E-02 -2.460982E-02 -6.628566E-03 -1.178953E-03 -9.256756E-03 -8.337728E-03
-6.404472E-05 1.359742E-02 1.738339E-02 1.178476E-02 2.110455E-03 9.061671E-04 1.061546E-02 2.419945Z-02 2.595851E-02 1.630368E-02 1.404274E-04 -7.6509635-03
-1.200928E-02 -1.485342E-02 -1.836036E-02 -1.610219E-02 -1.624511E-02 -6.699181E-03 1.463210E-02 4.542762E-02 7.454081E-02 9.121807E-02 8.957910E-02 8.143419E-02 7.263486E-02 5.979437E-02 4.275866E-02 2.282251E-02 -2.325026E-02 -6.199830E-02
-7.792302E-02 -7.298695E-02 -6.548580E-02 -8.252682E-02 -1.163077E-01 -1.320042E-01
-1.152627E-01 -9.021219E-02 -8.666642E-02 -9.292895E-02 -9.815610E-02 -6.841270E-02
-1.797770E-02 2.209127E-02 3.463381E-02 3.101368E-02 2.509687E-02 3.378692E-02 4.780248E-02 3.908417E-02 8.039693E-03 -2,141457E-02 -4.201527E-02 -4.901288E-02
-5.723654E-02 -6.913384E-02 -8.880023E-02 -9.899314E-02 -1.036571E-01 -9.573468E-02
-6.805083E-02 -3.517424E-02 -6.083024E-03 2.608383E-02 5.498230E-02 8.166663E-02
! 8.606049E-02 7.427332E-02 6.175723E-02 5.450470E-02 4.442502E-02 2.545446E-02 r -3.389976E-03 -2.731226E-02 -4.048088E-02 -3.492570E-02 -3.081934E-02 -3.025421E-02 l -2.977900E-02 -1.772430E-02 1.259261Z-03 1.746025E-02 2.436650E-02 2.246413E-02 2.235045E-02 3.228300E-02 3.451054E 02 2.973155E-02 1.177972E-02 -1.192574E-02
-3.160903E-02 -3.260850E-02 -3.294213E-02 -4.403215E-02 -5.361314E-02 -4.943500E-02
-3.403406E-02 -6.852173E-04 1.980465E-02 2.309391E-02 1.510942E-02 -7.902693E-03
-2.630381E-02 -3.510608E-02 -5.515584E-02 -7.836553E-02 -1.004293E-01 -1.006401E-01
-8.422372E-02 -5.154350E-02 -1.694777E-02 1.300438E-02 4.632149E-02 6.965353E-02 a 8.269633E-02 9.814728E-02 9.091275E-02 6.195365E-02 2.070092E-02 -1.510814E-02
-4.202795E-02 -6.654518E-02 -9.860814E-02 -1.110654E-01 -9.880171E-02 -7.323241E-02
-5.380901E-02 -4.151140E-02 -2,266787E-02 7.736311E-03 3.297050E-02 3.796370E-02 2.067668E-02 7.574087E-03 4.122822E-04 9.782473E-03 2.299524E-02 2.921559E-02 2.766490E-02 2.747308E-02 3.930075E-02 6.043316E-02 7.798788E-02 8.670021E-02 4
7.297396E-02 5.057630E-02 3.281392E-02 2.781656E-02 1.289416E-02 -6.959082E-03
-2.962436E-02 -5.662621E-02 -6.986770E-02 -7.7469033-02 -0.679534E-02 -6.716857E-02
-4.143591E-02 -5.659124E-03 3.095078E-02 6.016749E-01 9.794987E-02 1.357401E-01 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY GAh446 11-90 THIS IS A PERMANENT RECORD DO NOT DESTROY
. - .__w. . - , - . - -_. . . _ _ , _ - - ~. .=- -- . . - . . - ~ - .. - - .
SUBJECT FPC Crystal Rver #3 IDENTIRER PAGE j Floor Response Spectra Generation DC4520-127 0 W M OF - ( CALCULATION a5x I MICROFILMED Loj lj 2j aj PAGES ORIGINATOR S.J.Serhen DATE 10/0s/92 Crystal River Unit #3 Control Buildine Elev.145.0' I Acceleration Time Bistory - Borisontal SSE Time Step = 0.01 See Tain = 0.0 Sec Taaz = 15.0 Sec Pa8e 3 of 4 1.611100E-01 1.652106E-01 1.403328E-01 9.951522E-02 5.325624E-02 2.795935E-02 4.612184E-04 -3.246834E-02 -6.585417E-02 -8.878782E-02 -8.647412E-02 -6.811131E-02
-6.129493E-02 6.597033E-02 -6.994007E-02 -6.344824E-02 -4.845948E-02 -3.166783E-02
-2.026583E-02 -6.507925E-03 -1.273253E-03 1.319661E-02 2.188067E-02 1.778157E-02 5.648988E-03 -1.065665E-02 -2.930764E-02 -5.282699E-02 ~8.589487E-02 -1.166684E-01
-1.303998E-01 -1.276301E-01 -1.225449E-01 -1.028830E-01 -7.909980E-02 -4.946159F-02
! -2.331300E-02 -7.878716E-03 -3.821553E-04 3.537504E-03 -9.413056E-03 -3.294259E-02
-5. 2334 51E-02 -5.347466E-02 -4.471098E-02 -2.932209E-02 -1.998323E-02 -1.413982E-02 4.699753E-03 3.690415E-02 6.147601E-02 7.299751E-02 6.423240E-02 5.655157E-02 5.771444E-02 6.970876E-02 7.534009E-02 6.332625E*02 4.009119E-02 2.778878E-02 3.706847E-02 6.238219E-02 6.839603E-02 5.110784E-02 2.457736E-02 4.408834E-03 l -6.052751E-03 -2. 075091E-02 -4.976875E-02 -6.566380E-02 -7.062470E-02 -6.476890E-02 i -5.027854E-02 -2.045542E-02 1. 633965E-02 5.402936E-02 8.908544E-02 1.120619E-01 i 1.226680E-01 1.292441E-01 1.190656E-01 9.864953E-02 6.536592E-02 2.530756E-02
! -1.884185E-02 -5.067778E-02 -6.981079E-02 -8.696004E-02 -1.070495E-01 -1.191336E-01 l -1.135280E-01 -7.859706E-02 -4.163524E-02 -1.888961E-02 -1.056142E-02 ~4.219638E-03 l '6.978583E-03 1.865069E-02 1.506620E-02 -3.813966E-04 -2.437929E-02 -3.531217E-02 l -3.236933E-02 -1.842307E-02 -1.239000E-02 -2.077485E-02 -2.611806E-02 -1.511443E-02 l -4.789192E-03 -2.723109E-03 -8.638585E-03 -1.110455E-02 -4.823313E-03 1.144309E-02 l 1.338704E-02 8.955556E-03 8.614136E-03 1.521452E-02 1.908705E-02 9.929205E-03 ! -2.010929E-02 -4.705429E-02 -5.754330E-02 -6.419545E-02 -7.449846E-02 -7.567521E-02 ! -7.326598E-02 -5.280086E-02 -2.211016E-02 1.508347E-02 6.025810E-02 1.060693E-01 1.353958E-01 1.471354E-01 1. 432495E-01 1.246981E-01 8.950702E-02 5.368504E-02 l l (. 9.726472E-03 -3.518252E-02 -7.588654E-02 -9.621731E-02 -9.061768E-02 -6.621559E-02
-3.122990E-02 -4.413685E-04 2.247008E-02 4.906435E-02 5.756603E-02 6.068697E-02 5.609853E-02 3.808112E-02 1.331059E-02 -7.544566E-03 -2.793465E-02 -3.887101E-02
-4.109576E-02 -4.895466E-02 -6.089434E-02 -6.182818E-02 -6.505227E-02 ~5.315220E-02
-2.495456E-02 -8,578658E-04 9.820183E-03 1.331311E-02 7.292006E-03 1.506696E-02 2.968553E-02 2.224586E-02 -1.616168E-03 -2.140654E-02 -4.014268E-02 -4.852730E-02
-5.416680E-02 -5.493620E-02 -5.207940E-02 -4. 875671E-02 -5.587374E-02 -5.438247E-02
-3.454500E-02 -1.127251E-02 9.110421E-04 1.942325E-03 -1.054981E-02 -1.993137E-02
-2.775779E-02 -3.712317E-02 -5.760578E-02 -7.566039E-02 -8.607883E-02 -9.151721E-02
-8.469941E-02 -7.165077E-02 -5.731472E-02 -2.797244E-02 1.651681E-03 1.673547E-02 1.482985E-02 2.415910E-03 -9.3095755-03 -2.812567E-03 -2.501314E-03 -2.574457E-02
-5.987035E-02 -6.675644E-02 -5.004534E-02 -2.935783E-02 -4.328637E-02 -9.265110E-02
-1.174588E-01 -1.041293E-01 -8.734488E-02 -7,461124E-02 -7.607616E-02 -6.582535E-02
-3.546185E-02 1.037774E-02 4.246669E-02 5.042412E-02 4.258861E-02 2.270589E-02 8.102144E-03 2.100401E-03 -2.066444E-02 -4.809410E-02 -6.929283E-02 -6.905552E-02
-5.798979E-02 -4.628523E-02 -4.431183E-02 -4.251239E-02 -3.013890E-02 -1.887009E-02
-1.949833E-02 -2.306609E-02 -3. 238965E-02 -2.530510E-02 -6.194355E-03 5.174930E-03
-1.591523E-03 -1.199840E-02 -1.572111E-02 1.195895E-03 2.395197E-02 2.519749E-02 6.582457E-03 4.394323E-04 9.239229E-03 2.749484E-02 3.450563E-02 2.471789E-02 1.147935E-02 1.641519E-02 2.693798E-02 3.569568E-02 3.540127E-02 3.149991E-02 3.519393E-02 4.765109E-02 5.615740E-02 5.864743E-02 5.304037E-02 5.326296E-02 4.912408E-02 4.2160935-02 2.992395E-02 1.898001E-02 1.553949E-02 1.403515E-02 1.882107E-03 -1.584380E-02 -3.253731E-02 -3.317252E-02 -2.356643E-02 -1.007514E-02
-8,515327E-03 -0.131873E-03 2.165247E-03 2.591439E-02 4.444587E-02 5.034075E-02
, 3.998601E-02 2.788200E-02 1.823170E-02 8.682867E*03 1.678476E-03 -4.228930E-03 , -1.352898E-02 -1.841940E-02 -1.660101E-02 -6.8176811-03 -4.236353E-03 -8.685725E-03 1 -1.498897E-02 -1.1612$8E-02 -0.097847E-03 -1.025218E-02 -1.501980E-02 ~7.704301E-03 I 6.197397E-03 1.747818E-02 1.450444E-02 6.841542E-03 -2.687856E-03 -7.748720E-03
-1.449577E-02 -2.50102SE-02 -3.743413E-02 ~4.242378E-02 -3.925357E-02 -2,177820E-02
-1.185906E-03 1.682158E-02 2.403673E-02 2.735419E-02 2.817700E-02 2.950876E-02 i 2.648416E-02 1.765727E-02 -8. 968694 E-04 -1.586270E-02 -2.606032E-02 -2.761188E-02
- -2.528811E-02 -1.092007E-02 -1.160331E-02 -2.359071E-03 2.563193E-03 7.335640E-03 1.204142E-02 2.341830E-02 2.789676E-02 2.531108E-02 1.629217E-02 7.293967E-03 4~ 5.039208E-03 1.114353E-02 1.237077E-02 1.076516E-02 5.301003E-03 5.484957E-03 1.165288E-02 2.239955E-02 2,437720E-02 2.286805E-02 2.539930E-02 3.502935E-02 4.345870E-02 5.067970E-02 5.204753E-02 5.872977E-02 6.530478E-02 6.358849E-02 j 4.784337E-02 2.773910E-02 7.490970E-03 ~4.060143E-03 -1.244324E-02 -2.276501E-02
-3.964566E-02 -5.032235E-02 -5.228232E-02 -4.120103E-02 -3.036451E-02 -2.958475E-02
-3.593366E-02 -3.071799E*02 -1.448478E-02 7.995059E-03 2,092750E-02 2.419031E-02 1 / 2.201931E-02 2.523G24E-02 2.764368E-02 2.333645E-02 6.535728E-03 -1.418287E-02
-3.188184t-02 -3.633421E-02 -3.807759E-02 -3.838902E-02 -3.701740E-02 -2,407414E-02
-2.339868E-03 2.154462E-02 3.555911E-02 4.367647E-02 5.030256E-02 6.295237E-02 6.986693E-02 6.731471E-02 5.251457E-02 3.866883E-02 3.353920E-02 3.678960E-02 i
PROPRIETARY INFORMATION OF G4LBERT/ COMMONWEALTH FOR INTERNAL USE ONLY GAh446 1b90 THIS IS A PERMANENT RECORD DO NOT DESTROY
- - . .- ~. _ - -~__ - - _ . - - - - -- .- - - _.
I l SUBJECT 10ENT6RER PAGE FPC W h M Floor Response Spectra Generation DC-5520127. OS,G M OF r aex I LoJ 'J 2J ?J CALCULATION MICAOALMED PAGES ORIGINATOR S.J.Serhan l DATE 10/08/92 l l Crystal River Unit f3 control Buildins Elev. 145.0' Acceleration Time History - Borizontal $$E Time Step = 0.01 Sec Tmin = 0.0 Sec taas = 15.0 Sec Pase 4 of 4 3.3831622-02 2.609802E-02 1.823170E-02 2.296662E-02 3.445428E-02 4.620452E-02 4.735525E-02 4.306447E*02 3.758199E-02 3. 663422E-02 3.333467E-02 2.641427E-02 1.013117E-02 -4.647895E-03 -1.448110E-02 -1.778498E-02 -2.537511E-02 -3.817896E-02
-5.536294E-02 -6.675610E-02 -7.495084E-02 -7.930890E-02 -8.431193E-02 -8.112028E-02
-6.969353E-02 -4.832481E-02 -2.507759E-02 -2.116552E-03 1.545008E-02 3.205127E-02 l 4.299648E-02 4.820678E-02 3.980971E-02 2.292888E-02 1.101303E-03 -1,386974E-02
-2.311161E-02 -2.793355E-02 -3.473919E-02 -3.695184E-02 -3.361123E-02 -2.169440E-02
-1.118227E-02 -4.233713E-03 -4.324679E-03 -2.957363E-03 -1.029160E-03 2.890956E-03 2.585724E-03 9.720715E-05 -7.523680E-03 -1.346535E-02 -1.949619E-02 -2.122591E-02
-2.099440E-02 -1.625244E-02 -1.164655E-02 -3.147658E-03 7.044370E-03 2.280438E-02 3.961422E-02 5.812414E-02 6.947234E-02 7.616987E-02 7.613120E-02 7.415317E-02 6.937645E-02 6.331135E-02 4.821370E-02 2.924095E-02 7.332456E-03 -9.685444E-03
, -2.485321E-02 -3.686591E-02 -4.992133E-02 -5.741754E-02 -5.686395E-02 -5.122924E-02 l -3.867607E-02 -1.791020E-02 3.268805E-03 2.511037E-02 4.091852E-02 5.165164E-02 5.560637E-02 5.777922E-02 5.302101E-02 4.294891E-02 2.371410E-02 2.073972E-03 l
-1.804737E-02 -2.833702E-02 -3.511930E-02 -3.959832E-02 -4.531500E-02 -4.602051E-02
-4.114166E-02 -2.636322E-02 -1.042299E-02 5.822330E-03 1.641210E-02 2.382364E-02 2.683383E-02 3.046123E-02 2.979097E-02 2.601500E-02 1.640867E-02 7.0E3892E-03
-7.838579E-04 -4.403959E-04 2.346692E-03 8.593643E*03 1.345599E-02 1.857069E-02 1.961140E-02 1.959936E-02 1.651223E-02 1.571323E-02 1.311253E-02 9.409328E-03 1.03742SE-03 -3.616563E-03 -4.563066E-03 -4.972768E-05 8.325298E-04 -2.248266E-03
-1.078984E-02 -1.639243E-02 -1.942369E-02 -1.687000E-02 -1.558966E-02 -1.361314E-02 f -1.236765E-02 -5.479456E-03 4.619456E-03 1.834156E-02 2.634360E-02 3.721563E-02 4.181000E-02 4.666631E-02 4.782298E-02 4.736826E-02 4.275453E-02 3.938784E-02 3.407389E-02 2.802296E-02 1.595453E-02 4.051196E-03 -7.374547E-03 -1.248003E-02
-1.704560E-02 -2.091526E-02 -2.639346E-02 -2.777663E-02 -2.609316E-02 -1.750409E-02
-1.016047E-02 -4.137738E-03 -2.296025E-03 4.465633E-03 1.434728E-02 2.694586E-02 3.271588E-02 3.330907E-02 3.052729E-02 3.163536E-02 3.082979E-02 2.852694E-02 1,842414E-02 7.815377E-03 -4.111075E-03 -1.047776E-02 -1.695300E-02 -2.330827E-02
-3.446430E-02 -4.388258E-02 -5.153943E-02 -5.229219E-02 -5.392550E-02 -5.368613E-02
-5.349331E-02 -4.624463E-02 -3,410657E-02 -1.730798E-02 -4.802505E-03 8.511449E-03 1.901522E-02 3.047510E-02 3.649056E-02 3.876924E-02 3.597303E-02 3.478785E-02 3.482515E-02 3.713646E-02 3.470906E-02 3.139687E-02 2.381604E-02 1.924340E-02 I 1.473678E-02 1.046234E-02 8.687828E-04 -8.960725E-03 -1.648463E-02 -1.702513E-02 I
-1.644050E-02 -1.622363E-02 -2.054245E-02 -2.150000E-02 -1.955369E-02 -1.329473E-02
-9.108345E-03 -4.695290E-03 -2.005200E-03 4.279091E-03 1.112422E-02 1.883586E-02 2.395395E-02 2.887159E-02 2.849703E-02 2.713593E-02 2.620069E-02 2.661621E-02 2.275666E-02 1.996781E-02 1.345416E-02 9.225557E-03 4.092630E-03 -1.978933E-03
-7.871273E-03 -7.843578E-03 -7.705099E-03 -5.470423E-03 -3.877817E-03 -2.530013E-03
-2.972196E-03 4.732003E-03 8.462080E-03 1.484453E-02 1.198647E-02 0.000000E-01 0.000000E 01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E 01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0,000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 t 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 l 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01
' 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 O.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E 01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-0A 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 l 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 ! 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 i PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY GAh446 11-90 THIS IS A PERMANENT RECORD DO NOT DESTROY I
^
I t.. C E'y2 Kf*e7Eid3 0$"ENO"$$9 b 0.1 o,o Ikf I l l l l lh 1 i p j jg9lmjg'gnjlglgHyje ;j
, y ,, I, ..,
E %
-0.2 j
y , iiiii,i,,iii,,,,,,,,,ii iiii Time (Sec) Floor Acceleration Time History Figure Date: 10/12/92 Y
. _ __ _ . ____ _____ _ _ _ _ _ __ _ ~. _ _ _ _ _ _ _ _ _ _ _ _ . _
SUBJECT IDENTIFIER PAGE FPC Crystal River #3 l Floor Response Spectra Generation DC-5520-127.OE \h( C AdLC:ULJA11C)bi REV.l @ ] 2] 3J ! l MICROFILMED PAGES ! ORIGINATOR SJ S*h DATE 10/08/92 , l Crystal River Unit #3 Control Building Elev.163.83' Acceleration Time History - Borizontal SSE Time Step = 0.01 Sec Tmin = 0.0 Sec Tmax = 15.0 Sec Page 1 of 4 0.000000E-01 3.371274E-02 2.809479E-02 2.342407E-02 2.276980E-02 8.785467E-03
-5.765752E-03 -1.632951E 02 -2.505112E-02 -3.086431E-02 -3.002722E-02 -1.971457E-02
-4.572179E-03 1.143404E-02 1.895041E-02 2.292166E-02 2.123994E-02 1.566949F-02 3.395936E-03 -7.026049E-03 -2.060162E-02 -3. 266411E-02 -3.768211E-02 -4.369957E-02
-3.949797E-02 -3.444425E-02 -2.817389E-02 -1.135649E-02 7.362897E-04 1.884752E-02 3.266434E-02 4.103677E 02 4.864553E-02 4.717955E-02 3.550407E-02 2.737221E-02 i 3.356324E-03 -1,331072E-02 -3.632468E-02 -4.687715E-02 -5.865208E-02 -6.121673E-02 l
-5.604055E-02 -4.373163E-02 -2.928541E-02 -1.059919E-02 7.626344E-03 2.246691E-02 3.107686E-02 3.939953E-02 3.867768E-02 3.650504E-02 2.562558E-02 2.039843E-02 7.835701E-03 7.418425E-04 -4.367150E-03 -6.975190E-03 -1.038283E-02 -2.662160E-03 ,
-1.644919E-03 7.002903E-03 1.880390E-02 2.563177E-02 3.190785E-02 3.662111E-02 I 4.140879E-02 3.895487E-02 3.338181E-02 2.77660ZE-02 1.205989E-02 6.928496E 04
-1.418392E-02 -2.530661E-02 -3.537486E-02 -4.152313E-02 -4.562497E-02 -3.964519E-02
-3.367609E-02 -2.021346E-02 -2.835197E-04 1.469076E*02 3.441374E*02 5.419873E-02 6.096435E-02 6.903392E-02 6.467741E-02 5.391998E-02 3. 014138E-02 1.238495E-02
-1.215664E-02 +3.647879E-02 -5.163930E-02 -5.730873E-02 -6.267924E-02 -5.240316E-02
-3.993903E-02 -2,145604E 02 -4.432910E-03 1.267292E-02 2.933494E-02 4.194938E-02 4.529841E-02 4.946492E-02 4.553014E-02 3.679215E-02 2.424726E-02 1.290600E-02
-6.053571E-03 -1.730727E-02 -2.967193E-02 -3.430607E-02 -3.469521E-02 -2.827829E-02
-1.906031E-02 -5.266853E-03 6,282806E-03 1.815490E-02 2.459857E-02 2.496796E-02 1.610960E-02 1.493876E-02 1.041213E-03 -7.962679E-03 -1.181477E-02 -1.762111E-02
-2,143410E-02 -1.245590E-02 -1.081286E-02 -7.044359E-03 3.201612E-04 1.995101E-03 3.812409E-04 5.245854E-03 4.772311E-03 8.915443E-03 1.287851E-02 1.983708E-02
\,, / 2.832980E-02 3.768304E 02 4.419391E-02 5.275986E-02 5.215190E-02 5.106550E-02 4.268039E-02 3.645533E-02 1.893010E-02 5.418228E-03 -9.777169E-03 -2.707861E-02
-3.772241E-02 -4.330174E-02 -4.730546E-02 -3.993817E-02 -3.281463E-02 -1.535610E-02 4.592669E-04 1.780860E-02 3.117023E-02 4.165962E-02 3.890233E-02 3.683706E-02 2.760595E-02 1.085711E-02 -1.761326E-03 -1.104543E-02 -2.360879E-02 -2.193854E-02
-1.958439E-02 -1.452063E-02 -9.753601E-03 -6.691129E-04 -3.027307E-03 -4.254543E-03
-7.624715E-03 -1.772397E-02 -2.587134E-02 -2.758632E-02 -3.121559E-02 -2.091822E-02
-1,311654E-02 1.254716E-03 1.782926E-02 2.813156E-02 3.212564E-02 3.742137E 02 2.545654E-02 9.580118E-03 -4.475972E-03 -2.301006Z-02 -4.256299E-02 -4.696568E-02
-5.185021E-02 -4.701536E-02 -3.471489E-02 -1.400087E-02 2.241666E-03 2.466632E-02 4.108668E-02 5.036990E-02 5.383340E-02 4.940181E-02 3.222137E 02 1.424394E-02
-1.445370E-02 -3.609881E-02 -5.968076E-02 -7.590682E-02 -8.141645E-02 -7.331908E-02
-6.020915E 02 -3.792574E-02 -1.130517E-02 1.619801E-02 3.029861E-02 4.546263E-02 5.072997E-02 4.357247E-02 3.163792E-02 2.260254E-02 5.804351E-03 -6.248171E-03
-1.175113E-02 -1.235434E-02 -1.434682E-02 -7.050662E-03 -1.344972E-03 5.316122E-03 5.386720E-03 1.236057E-02 6.845207E-03 2.491378E-03 -2.281286E-03 -9.371386E-03
-1.717272E-02 -1.853277E-02 -2.087820E-02 -1.448995E-02 -8.160561E-03 4.690415E-03 1.933842E-02 3.370710E-02 4.265888E-02 5.492563E-02 5.685616E-02 5.168420E-02 4.565952E-02 3.755675E-02 1.662507E-02 7.407207E-03 1.135299E-04 -1.481096E-02
-1.597295E-02 -8.726062E-03 -1.469012E-02 -5.430025E-03 3.507626E-03 1.195910E-03 3.617019E-03 6.466677E-03 -3.385500E-03 -4.373704E-03 -6.404435E-03 -1.115137E-02
-1.174829E-02 -5.472450E-03 -3.236283E-03 4.013020E-03 9.881804E-03 1.179582E-02 1.213829E-02 1.296473E-02 2.453978E-03 3.993117E-03 -1.049382E-03 -5.816696E-03
-4.106584E-03 -6.343785E-04 -4.226843E-03 -2.260795E-03 -5.260183E-03 -8.351873E-03
-1.985741E-02 -2.373098E-02 -2.657269E-02 -2.873001E-02 -2.462423E-02 -7.532210E-03 3.700832E-03 2.227384E-02 4.035662E-02 5.247647E-02 5.762618E-02 5.584287E-02 4.711027E-02 3.364389E-02 1.195334E-02 -1.131496E-03 -1.613537E-02 -2.640431E-02
-2.928721E-02 -2.117511E-02 -1.534811E-02 -4.723978E-03 1.319633E-02 2.744578E-02 3.026147E-02 4.508003E-02 4.983631E-02 4.159350E-02 4.135359E-02 3.970046E-02 1.997959E-02 1.346405E-02 2.664044E-03 -9.958955E-03 -2.352980E-02 -2.420428E-02
-2.644751E-02 -2.743143E-02 -1.695580E-02 +1.058469E-03 7.912606E-03 2.624117E-02 3.960660E-02 4.781165E-02 5.029049E-02 4.987413E-02 4.136637E-02 3.145311E-02 1.596537E-02 8.378753E-03 -6.709125E-03 -1.202796E-02 -1.596398E-02 -2.110152E-02
-2.203791E-02 -2.086825E-02 -2.332601E-02 -1.91850$E-02 -2.114334E-02 -1,383311E-02
-6.847571E-03 -1.800475E-03 1.093865E 02 2.132048E-02 2.775507E-02 3.752767E-02 3.646961E-02 3.891140E-02 3.124158E-02 2.322029E-02 1.157570E-02 3.090481E-03
, -1.048005E-02 -1.570287E-02 -1.961110E-02 -2,443355E-02 -2.256997E-02 -1.564240E-02
-1.118404E-02 -5.425319E-03 5.138720E-03 1.201781E-02 4.658700E-03 1.673870E-02 1.129015E 02 -2.366385E-03 -7.606968E-03 -1.293082E-02 -2.996280E-02 -4.043048E-02
, -3.865992E-02 -4,576614E-02 -5.723632E-02 -4.483878E-02 -3.954434E-02 -4.168444E-02 i
-2.597589E-02 -7.692336E-03 -8.033103E-03 1.256967E-02 2.914898E-02 3,249796E-02 3.211875E-02 3.968859E-02 2.303120E-02 4.504195E-03 -8.265442E-03 -2.733190Z-02
-5.821220E-02 -6.043232E-02 -6.643368E-02 -7.051980E-02 -4.917002E-02 -3.347963E-02 gal-446 11-90 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD DO NOT DESTROY
_ . .. -.___ -. _ . .- _ _ . _ - _. ._ _ _ __ m SUBJECT ICEMIFIER PAGE FPC - Crystal River #3 Floor Response Spectra Generation DC 5520127.cM IN OF - CALCULATION
#'l N N N N MICROFILMED PAGES ORIGINATOR S.J.Serhan DATE 10/08/92 i
j Crystal River Unit #3 Control Bu11 dins Elev. 163.83' Acceleration Time History - Horisontal SSE j Time Step = 0.01 Sec Tain = 0.0 Sec Tsax = 15,0 Sec I , 1 I i ! Pase 2 of 4
-1.524557E-02 1,411088E-02 2.679420E-02 4.096599E-02 4.428264E-02 4.042537E-02 2.362123E-02 1.223521E-02 -5.695865E-03 -2.661799E-02 -3.310073E-02 -3.949776E-02
-4.350076E-02 -2.978007E-02 -2.194888E-02 -1.192647E-02 5.174723E-03 1.299232E-02 1.498794E-02 2.485083E-02 1.784221E-02 1,619785E-02 1.391743E-02 9.947575E-03 7,873021E-03 1.824703E-02 1.615125E-02 2.909306E-02 4.319348E-02 4.669298E-02 5.419887E-02 6.763585E-02 5.905160E-02 5.102908E-02 5.057949E-02 3.267469E-02 1.336511E-02 1.362405E-02 3.052000E-04 -1.604566E-03 6.725721E-03 2.134280E-02 3.147783E-02 4.990366E-02 6.030477E-02 6.034601E-02 4.551900E-02 3.19070$E-02
-1,576320E-03 -4.427697E-02 -7.474684E-02 -1.000239E-01 -1.291465E-01 -1.237665E-01
-1.029938E-01 -8.809387E-02 -5.398463E-02 -1.557072E-02 4.723581E-03 1.923345E-02 1.496166E-02 3.630690E-03 -2,735774E-02 -6.221758E-02 -8.921277E-02 -1.081232E-01
-1.247360E-01 -1.220207E-01 -9. 4207 81E-02 -7,194545E-02 -3.882593E-02 1.793055E-02 3.386937E-02 6.357210E-02 8.896316E-02 7.854801E-02 5.814536E-02 5.191436E-02 4.117904E-03 -4.047481E-02 -5.686704E-02 -8.687868E-02 -1,122973E-01 -9.130222E-02
-8.372889E-02 -5.937089E-02 -8.850577E-03 2.504684E-02 5.257294E-02 9.000581E-02 9.825270E-02 8.315172E-02 8.448042E-02 5.436647E-02 9.146869E-03 -1.694836E-02
-4.906799E-02 -7.914168E-02 -9.719152E-02 -9.666568E-02 -1.011756E-01 -0.169954E-02
-6,937218E-02 -4,635585E-02 -2.633847E-02 4.166683E-03 2.231707E-02 4.057216E-02 5.353171E-02 7.430941E-02 6.465710E-02 6.535371E-02 6,893390E-02 4.606720E-02 '
3.680809E-02 3.843526E-02 2,061790E-02 6.540469E-03 8,932175E-03 1.386535E-02 2.034982E-03 2.045402E-02 2.858385E-02 2.595186E-02 4.001301E-02 4.770246E-02 4.925210E-02 5.360826E-02 5.502627E-02 5.230583E-02 5.564673E-02~ 5.216497E-02 5.567120E-02 6.154105E-02 4.836622E-02 6.758505E-02 6.319326E-02 5.250161E-02 t ~
\s ,' 5,990528E-02 5.035094E 2.256627E-02 1.924530E-02 5.184364E-03 -2.042580E-02
-2.032236E-02 -1,720214E-02 -1.673156E-02 1.325200E-02 3.462227E-02 5.049660E-02 i 8.203781E-02 8.642499E-02 7.738810E-02 8.544963E-02 5.448221E-02 2.913886E-02 i 2.033113E-02 5.518311E-03 -3.489053E-03 2.073532E-02 2.701371E-02 3.623357E-02 1 5.348858E-02 5.113?".^E 02 3.290392E-02 7.050855E-03 -2.725339E-02 -7.347997E-02
-1.129526E-01 -1,2740431-01 -1.371779E-01 -1.245610E-01 -9.707499E-02 -5.039145E-02
-7.483422E-03 3.732234E-02 6.826462E-02 7.939917E-02 6.949602E-02 4.019401E-02 1.063526E-04 -4.698157E-02 -8.983836E-02 -1.295359E-01 -1.544085E-01 -1.422036E-01
-1.341750E-01 -9.660904E-02 -4.136316E-02 1,548273E-03 4.767417E-02 1.032868E-01 1.186850E-01 1.366187E-01 1.414370E-01 1.117334E-01 8.385676E-02 6.199398E-02 1.256411E-02 -2,919203E-02 -3.484064E-02 -6.900814E-02 -8.302316E-02 -5.597168E-02
~5.690989E-02 -4.670716E-02 -1,341311E-02 -1.566150E-03 7.415121E-03 2.998958E-02 2.309110E-02 3.225087E-02 3.641843E-02 3.326857E-02 4.920144E-02 6.093061E-02 6.439079E-02 8.626115E-02 9.516701E-02 1.014100E-01 1.007283E-01 9.986315E-02 7.050299E-02 5.712209E-02 3.652827E-02 3.152807E-03 -1.101069E-02 -1.939202E-02
-3.828426E-02 -3.181902E-02 -2.110916E-02 -1.607212E-02 -1.544049E-03 8.573418E-06 8.019311E-03 1.557772E-02 5.296994E-03 1.126987E-02 1.564831E-02 7.716204E-03 9.635299E-03 2.177731E-02 1.987015E-02 1.589980E-02 1.230678E-02 1.778500E-03
-1.609185E-02 -2.427738E-02 -3.423988E-02 -3.534955E-02 -3.201103E-02 -1.680718E-02 1.178024E-02 3.888826E-02 6.654122E-02 9.965358E-02 1.020370E-01 1.028828E-01 1.051550E-01 7.323329E-02 3.912769E-02 2.709278E-02 -2.723039E-02 -5.260495E-02
-5.814874E-02 -8.750514E-02 -9.784632E-02 -9.800170E-02 -1.123650E-01 -1.202454E-01
-1,124679E-01 -1.133174E-01 -1.176188E-01 -8.413609E-02 -8.166049E-02 -5.126560E-02
-9.452543E-03 7.840355E-03 2.721757E-02 5.821522E-02 5.533312E-02 4.696647E-02 5.815573E-02 2.983424E-02 8.472647E-03 -4.993669E-04 -3.091079E-02 -5.282185E-02
-7.269430E-02 -9.106500E-02 -1.159202E-01 -1.195012E-01 -1.123845E-01 -1.058752E-01
-8.138602E-02 -4.241653E-02 -5.715339E-03 3.764887E-02 6.795804E-02 1.015780E-01 1.121522E-01 9.600508E-02 9.698006E 02 7.333864E-02 3,028837E-02 1.133020E-02
-1.664549E-02 -4,009120E-02 -5.206869E-02 -4.972384E-02 -4.712363E-02 -4.043903E-02
-2.792598E-02 -6.022522E-03 5.234533E-03 1.910493E-02 3.615916E-02 3.871070E-02 4.207315E-02 5,028865E-02 4.296219E-02 2.743136E-02 1.405721E-02 -1.319265E-03
-3.967393E-02 -4.380399E-02 ~5.618241E-02 -7.550945E-02 -6.305560E-02 -3.959622E-02
-3.57572SE-02 8.170195E-03 2.460030E-02 2.940173E-02 4.240442E-02 1.728835E-02
-1.850870E-03 -3.432294E-02 -6.709510E-02 -1.026607E-01 -1.131980E-01 -1.132255E-01
-1.079696E-01 -6.269056E-02 -3.104457E-02 9.475292E-03 6.018311E-02 9.036752E-02 1.061691E-01 1.183512E-01 1.011804E-01 6.763453E-02 3.745710E-02 -1.014435E-02
-5.660052E-02 -8.064991E-02 -1.161204E-01 *1.160252E-01 -1.073789E-01 -9.268996E-02
-5.813077E-02 -2.179634E-02 -8,568999E-03 2.786431E-02 3.851199E-02 3.332780E-02 2.834954E-02 2.486348E-02 7.782826E-03 -6.109470E-03 8.296972E-03 5.946753E-03 1.581725E 02 3.299949E-02 5.396252E-02 6.862223E-02 7.214986E-02 8.533184E-02 I 8.301340E-02 6.876236E-02 5.381884E-02 5.361471E-02 1.132664E-02 -1.070129E-02
- -2.534485E 02 -7.067193E-02 -6,508553E-02 -9.399306E-02 -1.129213E-01 -9.083738E-02 I -7.234385E-02 -3.030794E-02 2.663083E-02 7.382351E-02 1.281702E-01 1.666748E-01 gab 446 11-90 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH - FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD DO NOT DESTROY
_ ._ _ . _ _ . - _ _ ___ _ . . _ . _. ~_.___ _ _ _ _ _ . _ _ _ _ l {- SUBJECT IDENTIFIER PAGE J FPC Crystal her #3 Floor Response Spectra Generation DC-5520-127. OSG N OF - CALCULATION Rex I Loj y 2j y MICROFILMED PAGES
) ORIGINATOR S.J.Section DATE 10/08/92 4
Crystal River Unit #3 l Control Building Elev. 163.83' Acceleration Time History - Horizontal SSE Time Step = 0.01 Sec Tmin = 0.0 Sec Tmax = 15.0 Sec 3 i i e Page 3 of 4 1.834446E-01 1.829126E-01 1.654814E-01 1.282864E-01 6.438710E-02 3.096633E-02
-2.428870E-02 -6.965598E-02 -7.633358E-02 -9.955932E-02 -1.047435E-01 -9.234301E-02 i
-8.372579E-02 -7.751760E-02 -6.342693E-02 -5.418588E-02 -4.809820E-02 -3.108242E-02
-2.250527E-02 6.029514E-03 9.641215E-03 3.442756E-02 4.085591E-02 3.677613E-02 3.394296E-02 8.160756E-03 -2.746604E-02 -6.511880E-02 -9.693204E-02 -1.348513E-01
-1.515114E-01 -1.463035E-01 -1.434921E-01 -1.113 59E-01 -7.354323E-02 -3.877796E-02
-9.070440E-03 1.280011E-02 1.240156E-02 8.077121E-03 -8.137955E-03 -3.093710E-02
-5.114046E-02 -3.664979E-02 -6.515430E-02 -5.639652E-02 -2.816153E-02 -1.424891E-02 7.983618E-03 3.814152E-02 5.131693E-02 6.252706E-02 6.894564E-02 7.747931E-02 6.049788E-02 6.330907E-02 6.578283E-02 5.464823E-02 5.466012E-02 6.349012E-02 5.466195E-02 6.112925E-02 6.326696E-02 5.833457E-02 4.019433E-02 1.131399E-02
-8.646063E-03 -3.872711E-02 -7.675734E-02 -8.780189E-02 -9.627431E-02 -9.248302E-02
-7.298235E-02 -2.463616E-02 1.939309E-02 5.741946E-02 1.056479E-01 1.417653E-01 1.483920E-01 1.584420E-01 1.436168E-01 1.117594E-01 7.351506E-02 2.660475E-02
-1.480384E-02 -6.224963E-02 -9.596589E-02 -1.197715E-01 -1.401400E-01 -1.250388E-01 J -1.184316E-01 -8.657019E-02 -5.425500E-02 -2.268312E-02 6.676516E-03 2.611729E-02 3.663376E-02 3.456698E-07 1.950086E-02 6.104532E-03 -1.413082E-02 -2.388851E-02
-3.585422E-02 -4.017478E-02 -3.254863E-02 -3.188489E-02 -2.917680E-02 -1.288447E-02
-1.776423E-02 -1.547807E-02 -8.122589E-03 -7.203396E-03 -3.205558E-03 1.397183E-02 1.488925E-02 2.343568E-02 3.864195E-02 3.111515E-02 2.074095E-02 2.038223E-02
-9.764491E-03 -4.181033E-02 -5.321109E-02 -8.106141E-02 -1.058747E-01 -9.419075E-02
-9.792412E-02 -7.063681E-02 -2.559197E-02 1.623658E-02 6.810032E-02 1.245556E-01
\ , 1.587156E-01 1.720196E-01 1.815112E-01 1.564056E 01 9.627251E-02 5.147429E-02
. b- -9.558277E-03' -7.208145E-02 -1.061427E-01 -1.142445E-01 -1.149454E-01 -9.321480E-02 , -3.995128E-02 1.578938E-03 2.662973E-02 8.111235E-02 8.212110E 02 7.665053E-02 7.994415E-02 5.460269E-02 1.984904E-02 7.188441E-03 -2.012493E-02 -4.876608E-02 , -5.395730E-02 -6.405351E-02 -8.143491E-02 -6.457164E-02 -6.632313E-02 -5.794205E-02
-2.388052E-02 -1.074242E-02 4.420842E-03 3.620372E-02 3.943984E-02 3.553373E-02 4.225035E-02 2.421500E-02 9.985868E-04 -1.443320E-02 -3.727973E-02 -5.066841E-02
-6.306281E-02 -7.020124E-02 -6.982220E-02 -6.178986E-02 6.067822E-02 -4.196072E-02
-2.128178E-02 -1.358006E-02 1.346628E-03 1.882337E-02 9.461102E-03 9.670019E-03
-1.053061E-02 -3.652081E-02 -6.627431E-02 -8.814151E-02 -1.082852E-01 -1.160499E-01
-1.026113E-01 -8.492136E-02 -6.219523E-02 -1.748007E-02 7.491512E-03 1.899144E-02 3.419491E-02 2.893796E-02 5.627877E-03 -1.417848E-04 -1.828291E-02 -3.945713E-02
-4.702528E-02 -4.078571E-02 -5.948117E-02 -5.831645E-02 -5.441193E-32 -9.054272E-02
-0.930215E-02 -9.699034E-02 -1.192334E-01 -1.048138E-01 -8.183889E-02 -5.595470E-02
-2.585204E-02 2.216907E-02 4.901168E-02 5.637990E-02 6.85420$E-02 4.804961E-02 1.917008E-02 2.335299E-03 -3.405706E-02 -5.930323E-02 -6.611330E-02 -7.334602E-02
-7.444988E-02 -5.354298E-02 -4.671500E-02 -4.308999E-02 -2.619445E-02 -1.995507E-02
-2.468133E-02 -1.073646E-02 -1.125571E-02 -1.369419E-02 -2.755627E-03 2.285208E-03
-3.199950E-03 1.166256E-02 4.135681E-03 2.222733E-03 1.050375E-02 6,427989E-03 2.281894E-03 1.248534E-02 8.616822E-03 8.708422E-03 1.699168E-02 1.982119E-02 1.386801E-02 2.483585E-02 2.547296E-02 2.468423E-02 3.677288E-02 4.123076E-02 4.378107E-02 5.407929E-02 5.495585E-02 6.301004E-02 5.748922E-02 6.048162E-02 5.493035E-02 4.363287E-02 3.934171E-02 2.571870E-02 1.340217E-02 2.805850E-03
-1.448438E-02 -2.301800E-02 -3.493867E-02 -3.465889E-02 -3.731435E-02 -2.804067E-02
-1.174907E-02 9.193358E-04 2.219452E-02 4.207267E-02 5.125060E-02 5.724957E-02 5.169200E-02 4.288906E-02 2.484065E-02 6.364290E-03 ~6.455741E-03 -1.985496E-02
-3.278759E-02 -2.496950E-02 -2.156703E-02 -1.861481E-02 -1.101754E-02 -2.051386E-03
-1.046956E-02 -8.028942E-03 -4.268886E-03 -9.482560E-03 -1.228326E-02 4.992961E-03 4.190847E-03 1.120426E-02 2.324721E-02 1,817614E-02 5.493990E-03 2.012113E-04
-1.920629E-02 -3.987258E-02 -4.686676E-02 -5.208044E-02 -5.553193E-02 -3.441187E-02 4 -1.455461E-02 2.559010E-03 2.791926E-02 4.303391E-02 4.415853E-02 4.889222E-02 3.644990E-02 2. 022774 E-02 1.672778E-03 -1.207235E-02 -2.801353E-02 -3.472061E-02
-3.256775E-02 -3.216242E-02 -2.664588E-02 -1.096386E-02 -3.180830E-03 1.095337E-02 1.554945E-02 2.607611E-02 2.539354E-02 2.375964E-02 2.574330E-02 1.862003E-02 1.070643E-02 1.074048E-02 4.193359E-03 4.026643E-03 7.431997E-03 8.936421E-03 9.310750E-03 1.581110E-02 1.828225E-02 2.218240E-02 2.696326E-02 3.609385E-02 3.730080E-02 5.035339E-02 5.736539E-02 6.173002E-02 6.482167E-02 6.057154E-02 a 4.807277E-02 3.694846E-02 1.576321E-02 ~8.598987E-04 -2.037706E-02 -3.391594E-02
-4.449425E-02 -4.792514E-02 -4.980165E-02 -4.651073E-02 -4.363494E-02 -3.654581E-02
-3.072920E-02 -1.832777E-02 -8.452308E-03 5.392119E-03 1.806577E-02 2.987067E-02 3.745084E-02 3.943448E-02 3.250902E-02 2.245535E-02 5.418924E-04 -1.660391E-02
-3.421038E-02 -4.954303E-02 -5.611007E-02 -5.052412E-02 -4.442292E-02 -2.614558E-02
-3.290789E-03 1.635100E-02 3.477177E-02 5.708900E-02 6.526117E-02 7.124041E-02 7.407608E-02 6.775787E-02 5.697694E-02 4.784756E-02 3.283808E-02 2.268698E-02 gal-446 11-90 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD DO NOT DESTROY
_. ~. ._ _ . _ . . _ _ __ ._ _ _ _ . _ _ _ _ _ _ . _ _ _ _m _ _ SUBJECT IDENTIFIER PAGE FPC
- Crystal Rver #3 Fioor Response Spectra Generation DC-5520127. C:Q M I OF -
l REV l [0 l ,] 2] ,3] CALCULATION MICROFitMED PAGES , CAIGINATOR S.Aserhan l DATE 10/08/92 Crystal River Unit #3 Control Building Elev. 163.83' Acceleration Time History - Borizontal SSE Time Step = 0.01 Sec Imin = 0.0 See Imax = 15.0 See ( Pase 4 of 4 1 ! 1.411551E-02 1.08150$E-02 9.511493E-03 1.829820E-02 2.608650E-02 3.736048E-02 ' 4.670847E-02 5.35080ZE-02 5.160334E-02 5.157230E-02 4.003247E-02 3.026291E-02 1.686168E-02 4.031745E-03 *8.589717E-03 -1.931664E-02 -3.136050E-02 -4.211065E-02
-5.953795E-02 -7.088673E-02 -8,588521E-02 -9.501929E-02 -9.956541E-02 -9.195185E-02 1
-1.948736E-02 -5.640685E-02 -2.615908E-02 5.483384E-03 2.963439E-02 5.290835E-02 '
6.007257E-02 5.718110E-02 4.606823E-02 2.717757E-02 2.105683E-03 -1.654578E-02
-3.544350E-02 -4.421624E-02 -4.786438E-02 -4.200155E-02 -3.624120E-02 -2.434140E-02
-1.403066E-02 -3.817308E-03 2.983637E-03 1.013967E-02 1.023206E-02 1.162771E-02 8.330437E-03 4.942605E-03 -2.904257E-03 -9.146483E-03 -1.753504E-02 -2.391342E-02
-2.779865E-02 -2.427858E-02 -2.169558E-02 -8.895389E-03 5.737470E-03 2.311188E-02 l 4.087845E-02 6.080402E-02 7.156441E-02 8.191486E-02 8.619418E-02 8.450542E-02 7.505009E-02 6.728349E-02 4.657109E-02 2.729417E-02 6.496819E-03 -1.650074E-02
-4.030882E-02 -5.481928E-02 -7.047533E-02 -7.560623E-02 -7.155905E-02 -5.805983E-02
-4.231092Er02 -1.418392E-02 1.110234E-02 3.547861E-02 5.743915E-02 7.18 95 b4E-02 7.410193E-02 7.246791E-02 5.927406E-02 4.324040E-02 2.227662E-02 2.681468E-03 1
-1.881610E-02 -3.378501E-02 -4,692415E-02 -5.265267E-02 -5.500678E-02 -4.22.5601E-02 i
-4.220803E-02 -2.686584E-02 -1.132187E-02 7.091626E-03 2.282851E-02 3.626820E-02 4.250848E-02 4.51790$E-02 3.863182E-02 3.064168E-02 1.628062E-02 4.911290E-03
-5.164468E-03 -9.516403E-03 -1.041118E-02 -3.897882E-03 1.756421E-03 1.102695E-02 1.738426E-02 2.290757E-02 2.179827E-02 2.068931E-02 1.512815k-02 1.090399E-02 '
5.581742E-03 4.171471E-03 -3.315216E-04 -5.747733E-05 -4.957641E-03 -6.648215E-03 l
-1.281497E-02 -1.777486E-02 -2,477033E-02 -2.793474E-02 -3.100779E-02 -2.685599E-02 i f -2.143649E-02 -1.022998E*02 1.303932E-03 1.670370E-02 2.871447E-02 4.229515E-02 l N w' 5.084314E-02 5.803830E-02 5.986256E-02 6.053133E-02 5.524117E-02 5.098511E-02 1 3.949627E-02 3.008714E-02 1.762251E-02 5.66974GE-03 -7.231523E-03 -1.471647E-02 )
-2.437453E-02 -2.915730E-02 -3.115801E-02 -3.017593E-02 -2.976142E-02 -2.2864G7E-02 ;
-1.782014E-02 -1.062250E-02 -2.000568E-03 8.708353E-03 1.582730E-02 2.711757E-02 !
3.331339E-02 3.942157E-02 4.101621E-02 4.096715E-02 3.419533E-02 2.703114E-02 1 1.574144E-02 3.776444E-03 -8.899499E-03 -1.773156E-02 -2.963651E-02 -3.641065E-02
-4.388343E-02 ~4.842168E-02 -5.491122E-02 -5.544595E-02 -5.938363E-02 -5.659247E-02
-5.362325E-02 -4.274344E-02 -3.244875E 02 -1.608959E-02 -8.078547E-04 1.406364E-02 2.573822E-02 3.652337E-02 3.969629E-02 4.218748E-02 3.980607E-02 3.773384E-02 3.331587E-02 3.262314E-02 2.920994E-02 2.760218E-02 2.338602E-02 2.096625E-02 1.397748E-02 1.014436E 02 2.284846E-03 -3.917843E-03 -9.385592E-03 -1.366938E-02
-1.685480E-02 -1.769338E-02 -1.960130E-02 -1.977871E-02 -2.024180E-02 -1.755394E-02
-1.498040E-02 -1.007808E-02 -4.660233E-03 2.151073E-03 8.96190$E-03 1.642890E-02 2.037512E-02 2.593323E-02 2.571023E-02 2.632877E-02 2.591312E-02 2.463846E-02 2.210887E-02 2.063416E-02 1.499868E-02 1.147145E-02 6.114640E-03 -5.545727E-05 ,
-6.575028E-03 -7.676174E-03 -1.169467E-02 -8.846356E-03 -6.484895E-03 -7.632417E-04 !
1.379568E-03 7.888489E-03 7.215991E-03 9.845963E-03 9.282039E-03 0.000000E-01 l 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 ' O.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0. 00000,0E-01 0.000000E-01 0.000000E 01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 ' O.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 O.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 j 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 ' O.000000E-01 0.000000E-01 0 300000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0,000000E-01 0.000000E-01 0.000000E-01 0.000000E 01 [ 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E*J1 i 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000".-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 0.000000E-01 l I l l l PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY gal-446 11 90 THIS IS A PERMANENT RECORD DO NOT DESTROY
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c l SUBJECT FPC Crystal River #3 IDENTIFIER PAGE Floor Response Spectra Generation DC-5520127. O SE W"\ OF - RR l {0 l },,,l 2j 3j f% CALCUU4T10N MICROFILMED PAGES OAtGINATOR S.J.Serhan DATE 10/06/92 Crystal River Unit #3 Control Building Elev. 186.83' Acceleration Time History - Borizontal SSE Time Step = 0.01 Sec Tain = 0.0 Sec Tmax = 15.0 Sec Page 1 of 4 0.000000E-01 4.073704E-02 5.270183E-02 3.973210E-02 1.970055E-02 -2.756514E-03
-1,387893E-02 -1.985715E-02 -3.223636E-02 -4.053811E-02 -4.081636E-02 -2.839004E-02
-7.593468E-03 1.555471E-02 3.030471E-02 3.767805E-02 3.414026E-02 2.800239E-02 1.648456E-02 9.169228E-04 -1.843255E-02 -3.447960E-02 -4.970574E-02 -5.771623E-02
-5.966746E-02 -5.191467E-02 -3.646151E-02 -1. 805480E-02 1.411021E-03 2.312291E-02 4.140753E-02 5.776822E-02 6.436992E-02 6.294074E-02 4.989698E-02 3.113147E-02 3.833076E-03 -2.145717E-02 -4.365478E-02 -5.741557E-02 -6.946833E-02 -7.381696E-02
-7.096531E-02 -5.314691E-02 -2.980681E-02 -4.731052Z-03 1.396401E-02 2.887749E-02 3.596396E-02 4.245906E-02 4.287661E-02 4.073757E-02 3.153055E-02 2.037320E-02 4.109925E-03 -6.767373E-03 -1.249493E-02 -1.052931E-02 -9.218278E-03 -6.008298E-03
-3.725212E-03 6.467965E-03 2.014241E-02 3.582637E-02 4.545011E-02 5.255568E-02 5.289315E-02 5.083267E-02 4.216845E-02 3.244342E-02 1.767665E-02 6.923130E-04
-2.054089E-02 -3.781448E-02 -5.236715E-02 -5.907152E-02 -6.010941E-02 -5.200036E-02
-4.160718E-02 -2.597767E-02 -8.876208E-03 1.521336E-02 4.105067E-02 6.671426E-02 8.155047E-02 8.693190E-02 7.957626E-02 6.583097E-02 4.404193E-02 1.896911E-02
-1.191769E-02 -4.054574E-02 -6.555990E-02 -7.777G07E-02 -8.006121E-02 -6.956881E-02
-5.368943E-02 -3.145408E-02 -8.542115E-03 1.837431E-02 4.116095E-02 5.748638E-02 6.106516E-02 6.037345E-02 5.424302E-02 4.445452E-02 2.418943E-02 7.401271E-04
-2.181228E-02 -3.350400E-02 -3.980603E-02 -3.952365E-02 -3.742404E-02 -2. 864 571E-02
-1.610986E-02 3.174424E-03 1.977853E-02 3.230868E-02 3.426559E-02 3.106409E-02 2.327968E-02 1.741309E-02 6.549362E-03 -5.707365E-03 -1.665895E-02 -2.378115E-02
-2.262547E-02 -1.533436E-02 -1.323035E-02 -1.239007E-02 -1.201961E-02 -7.077614E-03 j -3.939784E-03 -1.405641E-03 -3.266345E-03 -1.090897E-05 8.208927E-03 2.381974E-02 4 3.740689E-02 4.934316E-02 5.607712E-02 6.476571E-02 7.129708E-02 7.370866E-02 6.195195E-02 4.216741E-02 1.673264E-02 -4.218912E-03 -2.408296E-02 -4.099527E-02
-5.849123E-02 -6.845283E-02 -7.066753E-02 -5.950359E-02 -4.232319E-02 -1.967379E-02 1.066741E-03 2.355062E-02 4.123074E-02 5.462247E-02 5.656487E-02 5.198831E-02 4.054361E-02 2.914616E-02 1.419492E-02 -6.499681E-04 -1.747648E-02 -2.625342E-02
-2.774672E-02 -1.969936E-02 -1.453341E-02 -1.396694E-02 -1.915962E-02 -2.034786E-02
-2.125717E-02 -2.205645E-02 -2.929578E-02 -3.479293E-02 -3.561395E-02 -2.514391E-02
-1.049578E-02 7.968425E-03 2.362155E-02 3.922418E-02 4.917143E-02 5.354812E-02 4.418975E-02 2.698547E-02 1.506720E-03 -2.393608E-02 -4.790346E-02 -6.328730E-02
-7.311841E-02 -7.075359E-02 -5.915987E-02 -3.457291E-02 -4.634806E-03 2.729908E-02 5.037862E-02 8.712402E-02 7.317943E-02 7.214819E-02 5.852823E-02 3.470900E-02
-1.936726E-03 -3.965574E-02 -7.257181E-02 -0.900440E-02 -9.381931E-02 -8.799968E-02
-7.730983E-02 -5.430613E-02 -2.300128E-02 1.338900E-02 4.032927E-02 5.571536E-02 5.634664E-02 5.214102E-02 4.204765E-02 3.012146E-02 1.231961E-02 -3.570908E-03
- 1. 589668E-02 -1.741522E-02 -1.495823E-02 -8.777657E-03 -5.145644E-03 1.041839E-03 6.814346E-03 1.417975E-02 1.303315E-02 4.367436E-03 -1.149500E-02 -2,123316E-02
-2.398379E-02 -2.045013E-02 -2.334921E-02 -2.648361E-02 -2,200009E-02 2.924685E-05 2.816989E-02 5.149928E-02 5.748310E-02 5.800986E-02 5.992836E-02 6.649354E-02 6.396685E-02 4.866713E-02 2.125854E-02 -4.632197E-04 -1.237985E-02 -1.431006E-02
-1.704518E-02 -1.921650E-02 -2.230486E-02 -1.728390E-02 -9.595301E-03 -8.102956E-04 2.148160E-03 3.749956E-03 1.411949E-03 9.10596!E-04 -3,088924E-03 -5.798508E-03
-8.231549E-03 -4.820156E-03 -5.244923E-04 8.352285E-03 8.471240E-03 8.919579E-03 6.575982E-03 9.378037E-03 1.251786E-02 1.540827E-02 7.906752E-03 -2.642073E 03
-1.015846E-02 -5.887491E-03 3.311538E-04 1.445272E-03 -1.073693E-02 -2.424527E-02
-3.297261E-02 -2.918596E-02 -2.341898E-02 -1.837412E-02 -1.584079E-02 -5.776477E-03 8.999498E-03 3.033209E-02 4.811346E-02 6.151288E-02 6.387521E-02 5.841132E-02 4.37380$E-02 2.879582E-02 1.194791E-02 -3.249812E-03 -1.987593E-02 -3,126869E-02
-3.879589E-02 -3.512338E-02 -2.596453E-02 -8.903442E-03 8.578291E-03 2.491632E-02 3.584992E-02 4.789176E-02 5.572687E-02 6.107051E-02 5.866141E-02 5.120059E-02 3.479415E-02 1.884743E-02 1.162441E-03 -1.3850681-02 -2.875483E-02 -3.981914E-02
-4.649756E-02 -4.383579E 02 -2.942567E-02 -7.576666E-03 1.050400E-02 2.677752E-02 3.990438E-02 5.667373E-02 6.698865E-02 6.653929E-02 5.171637E-02 3.422540E-02 1.604894E-02 8.890358E-03 -3.241539E+03 -1.485513E-02 -2.665038E-02 -3.171713E-02
-3.244199E-02 -2.779183E-02 -2.619793E-02 -2.457706E-02 -2.579057E-02 -2.110609E-02
-1.237556E-02 3.327915E-03 1.603760E-02 2.552364E-02 3.055228E-02 3.759159E-02 4.259785E-02 4.565044E-02 3.724159E-02 2.564497E-02 1.321558E-02 5.926261E-03
-3.847240E-03 -1.425000E-02 -2.641975E-02 -3.001590E-02 -2.567616E-02 -1.469769E-02
-8.883783E-03 -6.152751E-03 -5.525768E-03 4.501903E-03 1.780856E-02 2.764610E-02 1.979548E-02 1.864778E-03 -1.688462E-02 -2,347806E-02 -2.470361E-02 -2.619874E-02
)) -3.867717E-02 -5.553662E-02 -6.954828E-02 -6.421271E-02 -4.655826E-02 -2.806336E-02
-2.206483E-02 -1.826771E-02 -7.308205E-03 2.052922E-02 4.761059E-02 6.105989E-02 5.420031E-02 4.193832E-02 2.949932E-02 1.619207E-02 -1.080423E-02 -4.595115E-02 f -6.021169E-02 -9.324609E-02 -9.109069E-02 -8.076363E-02 -6.898767E-02 -4.667298E-02 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH FOR INTERNAL USE ONLY GAM 46 11-90 THIS IS A PERMANENT RECORD DO NOT DESTROY
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