Text

Rev 0 to Floor Response Spectrum Generation
	ML20151J464
Person / Time
Site:	Crystal River
Issue date:	10/07/1993
From:	Gutherman B; FLORIDA POWER CORP.
To:	;
Shared Package
ML20151J438	List: 3F0897-01, Forwards Response to RAI on Resolution of USI A-46,stating That Anchorage Calculations for Tanks & Heat Exchangers to Confirm Engineering Judgement of Anchorage Adequacy Will Be Completed Prior to Restart But No Later than 971201; ML20151J464; ML20151J496; ML20151J510;
References
	CON-04-5520-163, CON-4-5520-163, REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR DC-5520-163.0SE, S-93-0149, S-93-0149-R00, S-93-149, S-93-149-R, NUDOCS 9708050157
	Download: ML20151J464 (43)
	v • d • e

_ -.

l U.S. Nuclear Regulatory Commission l

3F0897-01 ATTACHMENT A i

FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 i

DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 i

FPC CALCULATION S93-0149 i

UNRESOLVED SAFETY ISSUED A-46 i

9708050157 970801 DR ADOCK 050 32

g'k INTEROFFICE CORRESPONDENCE l' V Nuclear Engineering OFFICE

~~

C22 S862 MAC~

SUBJECT:

Crystal River Unit No. 3 PHONE ^

i Quality Document Transmittal-Analysis / Calculations File:

CALC i

To: Records Management - NR2A The following analysis / calculation package is submitted as the OA Record copy:

1 00CNO (FPC OOCUMENT IDENilFICATION hlUMBER)

REV S O/y7 SYSTEMtS)

TOTAL PAGES TRANSMITTED O

y/M y2 j

TITLE Floc 4

GsPcurc JPEcrMn OEA 644770 V KWOS(lOENTIFY KEYWOHDS FOR LATER RETAJEVAL) 56/IM/C T&v6.

f/6C7/d OKREF (REFERENCES OR FILES UST PRIMARY FILE FIRST)

SP-f 3 - Of 3 J2

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-h PART NO.

-4 COMMENis lVSAGE HESTRICTIONs, PaopHIETARY ETC)

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MAR Office (hMAR Related) O Yes E No cc-MAR' Project File Supervisor. Nuclear Document Control w/ Plant Doc. Rev.

Mgr. Nuci Conf.g Mgt Eval and Analysis / Calc. Summary FJe (C ALC) - FPES Onginal" w 'at*ach Plant Doycpnt Aeview Required O Yes E No Uq. S te Nuct Eng Sec. v. a* tach A.'E _ U/CI l

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(

) Power PLANT DOCUMENT REVIEW EVALUATION K

/ Corposesion G TUMENT TYPE / NUMBER To BE EVALUATED F H ~ n/ W PARTI LHSTRUCTIONS: Calculations, Document Change Notices, and Plant Equipment Equivaiency Replacements have the potent plant documents. The Originator of any of these documents is required to determine w,hich,if any, plant organization subject document for impact. The Originator should use the best judgment to make mis determination based on the nature changes, if in doubt as to whether or not a plant organization should review a particular document, it is suggeste organization be contacted.

The Originator is to check the appropriate boxes below and attach to the subje'.t package as follows:

Calculations Insert bahind Analysis / Calculation Transmittal DCNs Insert behind DCN page t PEEREs Insert behind PEERE page 2 CIDPs - Insert behind CIDP page 1 The above referenced document must be distributed as follows:

u No Review Required Manager, Nuclear Plant Operations O Nuciear ChemfRad protection saporintend.n O uanag.r, Nuciear uaintenance O senior Radiation Protection Engineer O uanag.r, site Nucioar services Manager, Nuclear Plant Technical Support Oih.r(s):

ham $A l

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' wb' 7/N/l1 suet. sos /& me fknm*4 "/?//3 Upon completion of Part 1, attach to the subject document, check

Plant Document Review Required

block, as applicab u

Engineering Clerk for distribution.

CIDPs - Distribute with Attachments Calce Distribute with Transmittal Memo, Summary PEERE Distribute with Attachments DCNs Distribute with Attacht PART11 LNSTRUCTIONS: Upon receipt of the subject document, the assigned Reviewer enters the " Reviewing Department

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8EVIEwiNG DEPARTMENT PLANT REVIEW IMPACT EVALUATION: The above referenced document has been reviewed and evaluated as follow O No Action Required Action Rtquired. The below listed document (s)is affected and requires revision and/or other actions are required as indicated (i generate a new procedure, void a procedure, etc )

DOCUMENTS / ACTIONS

(

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Upon completion, forward evaluat.on form 03 to Nuclear Document Control (NR2A)

If the Supervisor or despee arts as the Originator or Reviewer, the appnesbte Orgna'or/Redewer* c'ock should be NA'd.

gg RCT yr, s 3et RrSP *w; es, C e, **r *s i' 4

Engin sering instruction No. 2 CALCULATION PAGE 1 OF 19 r

3 PROJECT: FPC-Crystal River Unit 3 O

mm'""' DC-5520-is3.

ne ct

SUBJECT:

Floor Response Spectrum Generation e m incAm m..

DISCIPLINE NAME AND NUMBER Structural / Piping 2241 & b24*.

04-5520 1s3 REVISION 0

1 2

3 ITEM (S) REVISED InitialIssue ORIGINATOR S.J. Serhan

_%A RerWC DATE 09/24/93 REVIEWER jR.Cyh DATE 09/24/93

-<1 2 APPROVAL "6.'WJ uson DATE 09/24/93 ASSUMPTIONS /PREllMINARY DATA None PAGES REFERENCE N/A l

THIS CALCULATION ALSO REQUIRES VERIFICATION PER DCP 2.05 h

1 i1 O NO REMARKS REMARKS REMAF.XS REMARKS THE REVIEWOF THE CALCULATION INCLUDED See Attach. C of EVALUATION AGAINST THE calculation. F*t.

FOLLOWING OUESTIONS:

'bvR WERE INPUTS, INCLUDING CODES, STANDARDS, AND REGULATORY Yes REQUIREMENTS, CORRECT

v SELECTED AND APCUED7 ARE ASSUMPTIONS Yes REASONABLE AND ADEOUATELY IDENTIRED7 HAVE APPUCABLE CONSTRUCTION N/A AND OPERATING EXPERIENCES BEEN CONSIDERED 7 l

WAS AN APPROPRIATE Yes CALCULATION METHOD USED7

?*

IS THE OUTPUT REASONABLE Yes O

COMPARED TO INPUTS 7 gal 525 2-92N THIS IS A PERMANENT DESIGN RECORD DO NOTDESTROY 4

- Gilbert /Commomueanh -

Engineering Instructi:n No. 2 SUBJECT FPC Crystal River Unit 3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520163.0SE OF ~

l N

N N

N CALCULATION MICAOFILMED IQ PAGES I I OAIGINATOR S.J. Serhan WO.

DATE 09/23/93 CONTENTS

)

PAGE CALCULATION COVER SHEET..............................

1 CONTENTS.............................................

2 1.

OBJECTIVE 3

2.

INTRODUCTION....................................

4 3.

DESIGN INPUT AND REFERENCES 5

4.

ASSUMPTIONS 6

5.

DESCRIPTION OF GENERATION METHOD 7

6.

GENERATION OF FLOOR CURVES 8

7.

FREQUENCY BROADENING 10 8.

RESULTS 11 ATTACHMENTS ATTACHMENT A FLORMO OUTPUT, Reactor Building Interior Structure Horizontal Direction 0.5% Damping..................... 1-9 ATTACHMENT B FLORMO OUTPUT, Reactor Building Interior Structure Horizontal Direction 5.0% Damping....................

1-9 ATTACHMENT C DESIGN VERIFICATION RECORD 1-3 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY J

Engineering Instructirn No. 2 SUBJECT FPC Crystal River Unit 3 IDENTIFIER PAGE I

Floor Response Spectrum Generation DC-5520-163.0SE j

O' REV. l

]

2]

3]

l CALCULATION MICROFILMED PAGES oRIGINAToA S.J. Serhan wo, DATE 09/23/93 1.

OBJECTIVE The objective of this calculation is to:

generate 5% floor response spectra based on the SSE ground o

response spectrum for future use in the resolution of Unresolved l

Safety Issue A-46 and other applications.

The scope of this i

work includes the following building and elevations:

1 Reactor Building Interior Structure e

Elevation 160' Reactor Building Interior Structure e

l Elevation 180.5' l

l O.

U m

l gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructi:n Nc. 2 SUBJECT IDENTIFIER PAGE FPC - Crystal River Unit 3 Floor Response Spectrum Generation DC-5520-163.0SE OF _

REV.l

[

]

2]

3]

CALCULATION b

MicAoFILMED PAGES ORIGINATOR S.J. Serhan Wo.

DATE 09/23/93 2.

INTRODUi' TION In the original seismic design of CR3 [3], DYNAL computer program was utilized to obtain the modal data (natural frequencies, mode shapes, and 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% equipment damping values were generated in Reference [3].

A year ago, G/C developed 2%, 3% and 5% damped floor response curves for the higher elevations of the Auxiliary and Control i

buildings in Reference [1] for use in the resolution of the Unresolved Safety Issue A-46 and other applications.

As done in Reference [1], the original design basis procedure will l

l be used in the generation of the 5% damped SSE floor response l

curves for the Reactor Building Interior Structure Elevation 160' and 180.5'.

i i

i l

(3 v

gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Enginsering instructi:n No. 2 SUBJECT FPC - Crystal River Unit 3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520-163.0SE

/]

REV.l

]

y 3]

'~

U MICRoFtMED PAGES ORIGINATOA S.J. Serhan wo, DATE 09/23/93 3.

DESIGN INPUT AND REFERENCES (1)

G/C Calculation DC-5520-127.0SE, Revision 0, Floor Response Spectrum Generation, CR3, 1992.

(2)

Computer Software: MathCAD, Version 2.5, Mathsoft Inc.

(3)

G/C Calculation 4203, Revision 0, Response Spectrum for CR3 Equipment Stress Analysis, 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.

(6)

S. Crandall and W. Mark, Random Vibration in Mechanical i

Systems, Academic Press, 1963.

(7)

J. Biggs, Introduction to Structural Dynamics, McGraw-Hill, Inc., 1964.

l (8)

M.

Paz, Structural Dynamics Theory and Comnutation, Van Nostrand Reinhold Company, Inc., 1980.

(9)

J. Biggs and J. Roesset, Seismic Analysis of Equipment Mounted j

on a Massive Structure, Department of Civil Engineering, Massachusetts Institute of Technology, 1969.

l 1

A O

gal-446 2-92 THIS IS A PERMANENT T<ECORD DO NOT DESTROY

Engineering instructi n No. 2 SUBJECT FPC. Crystal River Unit 3 IDENTIFIER PAGE Floor Response Spectrum Generation DC-5520153.0SE j

REV.l y

]

p p

MICROFILMED PAGES OAIGINATOR S.J. Serhan WO.

DATE 09/23/93 4.

ASSUMPTIONS i

All assumptions are noted in the body of the calculation. No assumptions require later confirmation.

l lO l

O GAh446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructi:n N3. 2 SUBJECT FPC Crystal River Unit 3 IDENTIFIER PAGE Floor Response Spectrurn Generation DC-5520-163.0SE D!

b b

\\

i MICROFILMED PAGES oAIGINATOA S.J. Serhan Wo.

DATE 09/23/93 5.

DESCRIPTION OF GENERATION METHOD A generalized procedure was developed in Reference [9] for generation of floor response spectra for seismic design and analysis I

of structural systems in nuclear power plants.

A detailed l

description of this procedure is presented in Reference [9].

This procedure is well understood, used and accepted in the industry.

l In the original seismic design of CR3 [3], DYNAL computer program was utilized to obtain the modal data (natural frequencies, mode shapes, and participation factors) for the lumped-mass models of the Seismic Category I structures.

Afterthat, the procedure developed by Biggs was used to generate floor response spectra.

Biggs method l

was implemented by w ing the G/C's in-house FLORMO computer program.

l The necessary input to FLORMO computer program is:

l Ground response spectra corresponding to equipment damping e

value.

l Biggs curve # 1 corresponding to the equipment and structural e

damping values.

This is provided in Reference [9] for certain i

damping values.

For other damping values, linear interpolation or extrapolation is adequate.

Biggs curve # 2 corresponding to the structural damping value.

e This is provided in Reference [9] for certain damping values.

l For other damping values, linear interpolation or extrapolation is adequate.

Natural frequencies of structure, mode shapes, modal e

participation factors and modal accelerations.

Biggs method will be used in the generation of the 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 The reader is referred to Reference [3] for description of the lumped mass model of the Reactor Building Interior Structure, SSE ground response spectra (plot and digitized values), structural damping values, and Biggs curves.

a O

j gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

~. - - -

Engineering Instructi:n No. 2 FPC-Crystal River Unit 3 IDENTIFIER PAGE SWECT b

Floor Response Spectrum Generation DC-5520-163.0SE

=

REV.l y

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~

MICAoALMED PAGES OAlGINAToA S.J. Serhan wo, DATE 09/23/93 l

6.

GENERATION OF FLOOR CURVES In this section, G/C will develop the 5% damped floor response curves for the higher elevations of the Reactor Building Interior Structure for future use in the resolution of the Unresolved Safety Issue A-46 and other applications by using the Biggs method described in Section 5.

l As done in Reference [1], the original design basis procedure will

)

l be used in the generation of the 5% damped SSE floor response

{

curves for the Reactor Building Interior Structure Elevation 160' I

i and 180.5'.

i The reader is referred to Reference (3] for description of the l

lumped mass model of the Reactor Building Interior Structure, SSE l

ground response spectra (plot and digitized values), structural l

damping values, and Biggs curves.

Biggs method was implemented by vaing the G/C's in-house FLORMO

]

O computer program.

j V

For verification of the input data and FLORMO program, the 0.5%

i l

damped OBE horizontal floor response spectrum curve at Elevation j

180.5' is generated and compared with the respective o 'ginal design basis curve.

A complete agreement is achieved as shown on i

i the following page.

l To achieve the objective of this calculation, the 5.0% OBE curves are generated and, then, the results are multiplied by a factor of 2.0 to develop the corresponding 5.0% SSE curves.

Plots and tables of the generated unbroadened and broadened SSE acceleration floor response spectra are documented in Section 8 of this calculation (Results).

{

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i 4

i O 1

4 GN-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

(h O(M hx Reactor Building Interior Concrete Horizontal OBE,o 55s Damping Elev. 180.5' 2.0 I

1.5 I

8 m 1.0 O

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Frequency (Hz) i 1993 Run Date: 09/23/93 59

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Engineering instructi:n No. 2 SUBJcCT IDENTIFIER PAGE J

i FPC Crystal River Unit 3 Floor Response Spectrum Generation DC-5520-163.0SE C]d REV.l

[

]

[

3]

MICROFILMED PAGES OAIGINATOA S.J. Serhan WO.

DATE 09/23/93 7.

FREQUENCY BROADENING In order to account for uncertainty in the structural frequency j

calculations, the peaks of the floor response spectra will be broadened.

j i

i 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 was included in Attachment U of Reference [1].

Program S143 is a postprocessor to G/C's SAP 4 program, S087, Revision 5.

It generates semi-logarithmic plots c,f 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.

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 (Q represents the right extension, which are applied to the peak of V

the floor response spectrum for frequency broadening.

These i

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 Section 8 (Results).

l i

O gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

_m._.

Engineering instructi n N3. 2 S W ECT FPC Crystal River Unit 3 IDENTIFIER PAGE l

Floor Response Spectrum Generation DC-5520163.0SE i' [%

oF _

REV.l p

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3]

l MICROFILMED PAGES l

ORIGINATOA S.J. Serhan wo, DATE 09/23/93 l

l 8.

RESULTS l

The 5.0% SSE damped acceleration floor response spectrum curves are l

generated in this calculation for future use in the resolution of

)

the Unresolved Safety Issue A-46 and other applications by using the design-basis direct generation method.

The scope of this work includes:

l Reactor Building Interior Structure Elevation 160'

~

l Reactor Building Interior Structure e

Elevation 180.5' Plots and tables of the generated unbroadened and broadened SSE acceleration floor response spectra are shown on the following pages.

-).

l l

4 s

GAM 46 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

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CRYSTAL RIVER #3 - REACIVR IlUILDING INIT.RIOR CONCRETTI DC-5520- 163-OSE S_I Serhan llROADENED SPECIRUM FOR ELEV.18tr-5" 5% DAMPING I* age $ ofr/p e m 93 IIORIZONI'AI. SSE IREQUENCY ACCliLERATION 1REQUENCY ACCELERATION LREQUENCY ACClihlRilON IRbuUENCY ACChl.hRA ilON IREQUENCY ACChl.hMAllON 8).

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1.06980E+ 00 1.99td10E-01 3 24N0E+ 00 168400E-01 9.35400E+ 00 1.07860E+ 00 2 68730E+ 01 5.42000E-01 7.83380li+ 01 2.89tdiOE-01 109060E+ 00 2.00200 E-01 130320E+ 00 1.6740011- 01 9.53550E+ 00 1.12900E+ 00 2.73930E+01 5.5620011- 01 7.98al0E + 0!

2RM100E-01 1.Ill70 E+ 00 2.00600E-01 3.36710E+00 1.6M00E-01 9.71980li+00 1.18720E+ 00 2.79240E+ 01 5.71800E-01 8.01950E+ 01 2.88600E-01 1.13320E+00 2.00610E-01 3 43240E+00 1.65400E-01 9.9079011+ 00 1.25260 E+ 00 2 84180E+ 01 5.84800E-01 8.13870E+ 0 i 2.86200E-01 1.15520E+ 00 2.00620E-01 3 49880E+ 00 IM600E-01 1.01000E+ 01 1.31940l!+00 3 84490E+01 SMH00li-01 8 29720E+ 01 2.82*10E-01 i

1.17760E+ 00 2 00630E-01 155400E+ 00 1.63790E-01 1.02960E+ 01 1.38540 E+ 00 3 85130E+ 01 SM400li-01 8.46210E+ 01 2.78600 E-01 i

1.59320E+ 00 2.00630E-01 158360E+00 1.74600E-01 1.04950E+ 01 1.45960li+ 00 3 92630E+ 01 5.6680011- 01 8 62070li+ 01 2.75an)E-01 1.62400E+ 00 2.00200 E-01 4MM0E+ 00 1.74600 E-01 I.06120E+ 01 I.489tu)E+ 00 ' 4 00280li+ 01 5.4M00E-01 8.79200E+ 01 2.7t a10E-01 1.65550E+ 00 1.99800E-01 4.94240E+ 00 1.73400E-01 1.43570E+ 01 1.48900 E+~00 4 07950E+0i 5.2*4)E-01 8 96310E+ 01 2.68800E-01 1.68760E+ 00 1.9N00E-01 5.03810E+00 1.72200E-01 1.44740E+ 01 1.47880E+ 00 4.15910E+ 01 5.01600E-01 9.13420E+ 01 2.6M4)E-01 1.72030E+ 00 1.98800E-01 5.13580E+ 00 1.71200 E-01 1.47550E+ 01 1.41200E+ 00 4.23880 E+ 01 4.8Mor)E-01 9.23o90E+ 01 2.65200E-01 1.75360E+ 00 1.98000E-01 5.19220E+ 00 1.70520E-01 1.5N00E + 01 134220E+ 00 432170E+ 01 4 63600E-01 9.3 t l70E+ 01 2.63faiOE-01 1.78760E+ 00 1.97200E-01 5.25990E+ 00 1.72000E-01 1.53330E+ 01 126680E+ 00 4.40610E+ 0i 4 49800E-Ol 9 48840E+ 0!

2.6080015- 01 1.82220E+ 00 1.9M00li-01 5.36180E+ 00 1.73t40li-01 1.56290E+ 01 1.19140E+ 00 44mM0E+0i 4.37200E-01 9 6720015+ 01 2.578doli-01 185750E+ 00 1.95600E-01 5.46590E+ 00 1.74400E-01 1.59320E+ 01 1.12120E+ 00 4 57N00E+ 0i 4.24800 E-01 9 86270E+ 01 2.55a10E-01 i

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Engin:ering instructi:n No. 2

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SUBJECT IDENTIFIER PAGE FPC Crystal River Unit 3 Floor Response Spectrum Generation DC-5520-163.0SE p

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MICROFILMED PAGES ORIGINATOR SJ. Serhan wo.

DATE 09/23/93 ATTACHMENT A FLORMO OUTPUT, Reactor Building Interior Structure Horizontal Direction 0.5% Damping OV (J'

l gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engin;ering Instructirn N3. 2 SUBJECI IDENiiFIER PAGE FPC Crystal River #3 t

Floor Response Spectrum Generation DC-5520-163-OSE 2

OF b

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CALCULATION MICAOFILMED PAGES ORIGINATOR S.J.Serhan WO.

DATE 09/23/93 I

//A1289A JOB (A1289.A045520163,A2241) CHANG, CLASS =A

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.9 11.8 2 0.94 17.5 2 0.96 17.9 2 0.98 18.1 2 1.0 18.2 2 1.03 18.1 2 1.05 17.9 2 1.07 17.0 2 1.10 12.0 2 1.15 8.5 2 1.2 6.3 2 1.23 5.5 2 1.26 5.0 2 1.24 4.1 2 1.27 3.65 2 1.3 3.35 2 1.35 2.85 2 1.4 2.55 2 1.45 2.25 2 1.5 2.05 2 1.6 1.8 2 1.7 1.65 2 1.8 1.53 2 1.9 1.45 2 2.0 1.4 2 2.1 1.32 2 2.2 1.25 2 2.3 1.22 2 2.5 1.2 2100000.

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CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTkUM/FLCRFC

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123.0 XX

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gal-446 2-S2 THIS IS A PERMANENT RECORD DO NOT DESTROY

i Engineering Instruction NL 2 SUBJECT IDENTlHER PAGE FPC - Crystal River #3 Roor Response Spectrum Generation DC-5520-163-OSE 3

OF -

1 b

N N

N O

CALCULATION

/

MICROFILMED PAGES ORIGINATOR S.J.Serhan WO.

1 DATE 09/23/93 CR3 REACTOR BLDG IN'*ERIOR. FLOOR RESPONSE SPECTRUM /FLORMO GROUND RESPONSE SPECTRUM PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T 0.0 0.0500 1 0.0100 0.0525 2 0.0200 0.0555 2 0.0300 0.0590 2 0.0400 0.0630 2 0.0500 0.0670 1 0.0600 0.0730 2 0.0700 0.0790 2 0.0800 0.0860 2 0.0900 0.0960 2 0.1000 0,1090 2 0.1100 0.1180 2 0.1200 0.1290 2 0.1300 0.1380 2 0.1400 0.1460 2 0.1500 0.1560 2 0.1600 0.1610 2 0.1700 0.1660 2 0.1800 0.1700 2 0.1900 0.1740 2 0.2000 0.1765 2 0.2100 0.1790 2 0.2200 0.1810 2 0.2300 0.1820 2 0.2400 0.1830 2 0.2500 0.1840 2 0.2600 0.1845 2 0.2700 0.1850 2 0.2800 0.1855 2 0.2900 0.1865 2 0.4000 0.1870 2 0.5000 0.1875 2 0.5000 0.1880 2 0.7000 0.1884 2 0.8200 0.1890 2 1.0000 0.1510 2 0.0 0.0 0

0.0 0.0 0

CR3 RIACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORMO BIGGS CURVE NO 1 PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACO.N.

T 0.0 1.0000 1 0.2000 1.1000 2 0.3000 1.2000 2 0.4000 1.3500 2 0.5000 1.7000 2 0.6000 2.3000 2 0.7000 3.4000 2 0.7500 4.3000 2 0.8000 5.6000 2 0.8500 7.9000 2 0.9000 11.8000 2 0.9400 17.5000 2 0.9600 17.9000 2 0.9800 18.1000 2 1.0000 18.2000 2 1.0300 18.1000 2 1.0500 17.9000 2 1.0700 17.0000 2 1.1000 12.0000 2 1.1500 8.5000 2 9

1.2000 6.3000 2 1.2300 5.5000 2 1.2600 5.0000 2 0.0 0.0 0

0.0 0.0 0

CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE EFECTRUM/FLORMO BIGGS CURVE NO 2 PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T 1.2400 4.1000 2 1.2700 3.6500 2 1.3000 3.3500 2 1.3500 2.8500 2 1.4000 2.5500 2 1.4500 2.2500 2 1.5000 2.0500 2 1.5000 1.8000 2 1.7000 1.6500 2 1.8000 1.5300 2 1.9000 1.4500 2 2.0000 1.4000 2 2.1000 1.3200 2 2.2000 1.2500 2 2.3000 1.2200 2 2.5000 1.2000 2 100000.0 1.2000 2 0.0 0.0 0

0.0 0.0 0

0.0 0,0 0

CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORtc NUMBEP OF STRUCTURE MODES = 5 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPMENT = 0.5 PER CENT INPUT DATA FOR MASS POINT 1 X QUAKE X RESPONSE MODE NATUAAL PERIOD MAXItOM ACCELERATION PARTICIPATION FACTOR tODE SM8I'E 1

0.800958E-01 0.291643E-01 0.247693E+02 0.180346E-01 2

0.299064E-01 0.266415E-01 0.111819E+02 0.430196E-01 1

3 0.143364E-01 0.181941E-02 0.135107E+01 0.256110E-01 4

0.124523E-01 0.163928E-02

-0.125063E+01

-0.250906E-01 5

0.552165E-02 0.339249E-03

-0.239214E+00

-0.262294E-01 CR3 REACTCR ELDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORtc j

CROS OUTPUT DATA FOR MASS POINT 1 X QUAKE X RESPONSE - AT ELEVATION 118.50 I

EQUIP-T tOCAL EQUIP-T PODAL EQUIP-T PODAL EQUIP-T tODAL EQUIP-T PODAL PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N 0.00552 0.0425 0.02464 0.1780 0.06311 0.1683 0.16160 0.1932 OA2180 0.1871 0.06000 0.0466 0.02512 0.1986 0.06433 0.1810 0.16473 0.1924 0.42997 0.1871 0.01019 0.0471 0.02561 0.2229 0.06558 0.1970 0.16792 0.1914 0.43830 0.1872 0

0.01039 0.0476 0.02610 0.2519 0.06685 0.2171 0.17117 0.1904 0.44679 0.1872 0.01059 0.0483 0.02661 0.2892 0."5814 0.2419 0.17449 0.1895 0.45544 0.1873 0.01080 0.0490 0.02713 0.3473 0.06946 0.2705 0.17787 0.1891 0.46427 0.1873 l

l l

gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructi:n No. 2 SUBJECI IDENTIF6ER PAGE j

FPC - Crystal Rivel #3 rs Floor Response Spectrum Generation DC-5520-163-0SE 4

f OF

"" I loJ lj 2J

'J CALCULATION 9

MICROFILMED PAGES l

ORIGINATOR S.J.Sernan wo.

l DATE 09/23/93 0.01101 0.0500 0.02765 0.4210 0.07081 0.3072 0.18132 0.1894 0.47326 0.1874 0.01122 0.0514 0.02819 0.4703 0.07218 0.3569 0.18483 0.1902 0.48243 0.1874 0.01144 0.0538 0.02873 0.4786 0.07358 0.4391 0.18841 0.1910 0.49178 0.1875 1

0.01166 0.0561 0.02929 0.4836 0.07500 0.5063 0.19206 0.1918 0.50131 0.1875 0.01189 0.0572 0.02986 0.4863 0.07646 0.5259 0.19578 0.1925 0.51102 0.1376 0.01212 0.0580 0.02991 0.4864 0.07794 0.5315 0.19957 0.1934 0.52092 0.1876 0.01235 0.0590 0.03044 0.4857 0.07945 0.5353 0.20344 0.1945 0.53101 0.1877 0.01245 0.0594 0.03103 0.4831 0.08010 0.5362 0.20736 0.1956 0.54130 0.1877 t

0.01259 0.0600 0.03163 0.4732 0.08099 0.5361 0.21140 0.1967 0.55178 0,1878 l

0.01283 0.0612 0.03224 0.4259 0.08256 0.5335 0.21549 0.1976 0.56247 0.1878 0.01308 0.0632 0.03286 0.3277 0.08416 0.5276 0.21967 0.1984 0.57337 0.1879 0.01334 0.0650 0.03350 0.2717 0.08579 0.4986 0.22392 0.1990 0.58448 0.1879 0.01359 0.0645 0.03615 0.2391 0.08745 0.4029 0.22826 0.1994 0.$9580 0.1880 0.01386 0.0638 0.03481 0.2111 0.08914 0.3220 0.23268 0.1999 0.60735 0.1880 0.01413 0.0640 0.03549 0.1857 0.09087 0.2773 0.23719 0.2004 0.61911 0.1881 0.01434 0.0643 0.03617 0.1660 0.09263 0.2485 0.24179 0.1832 0.63111 0.1881 0.01440 0.0644 0.03687 0.1520 0.09443 0.2197 0.24647 0.1837 0.64333 0.1882 0.01468 0.0647 0.03759 0.1803 0.09626 0.1975 0.25125 0.1841 0.65580 0.1882 0.01496 0.0652 0.03832 0.1674 0.09812 0.1814 0.25611 0.1843 0.66850 0.1883 0.01525 0.0653 0.03906 0.1579 0.10002 0.1712 0.26108 0.1846 0.68145 0.1883 0.01555 0.0641 0.03982 0.1477 0.10196 0.2840 0.26613 0.1848 0.69466 0.1884 0.01585 0.0629 0.04059 0.1390 0.10394 0.2708 0.27129 0.1851 0.70811 0.1886 0.01616 0.0630 0.04137 0.1332 0.10595 0.2559 0.27655 0.1853 0.72183 0.1890 0.01647 0.0638 0.04218 0.1277 0.10800 0.2415 0.28190 0.1857 0.73582 0.1893 0.01679 0.0647 0.04299 0.1219 0.11009 0.2324 0.28737 0.1862 0.75007 0.1896 0.01711 0.0660 0.04383 0.1174 0.11223 0.2258 0.29293 0.1867 0.76461 0.1898 I

0.01745 0.0676 0.04468 0.1143 0.11440 0.2175 0.29861 0.1872 0.77942 0.1898 I

0.01778 0.0694 0.04554 0.1120 0.11662 0.2102 0.30439 0.1875 0.79452 0.1897 l

0.01813 0.0717 0.04642 0.1106 0.11888 0.2053 0.31029 0.1878 0.80991 0.1894 0.01848 0.0739 0.04732 0.1098 0.12118 0.2015 0.31630 0.1881 0.82560 0.1878 0.01884 0.0764 0.04824 0.1095 0.12353 0.1983 0.32243 0.1883 0.84160 0.1844 0.01920 0.0792 0.04917 0,1097 0.12592 0.1960 0.32868 0.1884 0.85790 0.1810 0.01957 0.0824 0.05013 0.1104 0.12836 0.1944 0.33504 0.1884 0.87452 0.1775 0.01995 0.0860 0.05110 0.1117 0.13085 0.1930 0.34154 0.1885 0.89146 0.1739 0.02034 0.0900 0.05209 0.1133 0.13338 0.1920 0.34815 0.1884 0.90874 0.1703 0.02073 0.0945 0.05310 0.1154 0.13597 0.1914 0.35490 0.1883 0.92634 0.1666 0.02114 0.0996 0.05413 0.1181 0.13860 0.1907 0.36177 0.1882 0.94429 0.1625 0.02155 0.1053 0.05517 0.1215 0.14129 0.1906 0.36878 0.1880 0.96258 0.1589 0.02196 0.1117 0.05624 0.1256 0.14402 0.1912 0.37593 0.1878 0.98123 0.1550 0.02239 0.1191 0.05733 0.1304 0.14681 0.1921 0.38371 0.1876 1.00000 0.1510 0.02282 0.1270 0.05844 0.1361 0.14966 0.1930 0.39063 0.1873 0.02327 0.1362 0.05958 0.1428 0.15256 0.1933 0.39820 0.1871 0.02372 0.1474 0.06073 0.1500 0.15551 0.1935 0.40592 0.1870 0.02418 0.1611 0.06191 0.1582 0.15853 0.1935 0.41378 0.1871

"""* MAXIMUN WDAL ACCELERATION OF 0.5362 OCCURS FOR EQUIPMENT PERIOD = 0.0801 *"*"*

l CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORtc NUMBER OF STRUCTURE PODES = 5 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPMENT = 0.5 PER CENT INPUT DATA FOR MASS POINT 2 X QUAXE X RESPONSE MODE NATURAL PERIOD MAXIMUM ACCELERATION PARTICIPATION FACTOR MODE SHAPE l

1 0.800958E-01 0.346719E-01 0.247693E+02 0.214403E-01 2

0.299064E-01 0.261476E-01 0.111819E+02 0.422220E-01 3

0.143364E-01 0.806074E-03 0.135107E+01 0.113594E-01 4

0.124523E-01 0.269499E-03

-0.125063E+01

-0.412490E-02 5

0.552165E-02

-0.128088E-02

-0.239214E+00 0.990287E-01 9

CR3 REACTOR ELDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLOMO CROS OUTPUT DATA FOR MASS POINT 2 X QUAKE X RES?ONSE - AT ELEVATION 44s..J

]

EQUIP-T PODAL EQUIP-T FODAL EQUIP-T PODAL EQUIP-T WDAL EQUIP-T PODAL PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N l

l gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructirn N3. 2 SUBJECI M OER PAM FPC Crystal River #3 Floor Response Spectrurn Generation DC-5520-163-0SE 5

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]3 CALCULATION Cf MICROFILMED PAGES ORIGINATOR S.J.Serhan WO.

DATE 09/23/93 0.00552 0.0514 0.02464 0.1762 0.06311 0.1923 0.16160 0.1992 0.42180 0.1871 0.01000 0.0492 0.02512 0.1963 0.06433 0.2082 0.16473 0.1980 0.42997 0.1871 0.01019 0.0494 0.02561 0.2200 0.06558 0.2279 0.16792 0.1965 0.43830 0.1872 0.01039 0.0496 0.02610 0.2483 0.06685 0.2525 0,17117 0.1950 0.44679 0.1872 0.01059 0.0498 0.02661 0.2848 0.06814.

0.2826 0.17449 0.1937 0.45544 0.1873 0.01080 0.0501 0.02713 0.3417 0.06046 0.3170 0.17787 0.1930 0.46427 0.1873 0.01101 0.0503 0.02765 0.4139 0.07081 J.3612 0.18132 0.1932 0.47326 0.1874 0.01122 0.0506 0.02819 0.4622 0.07218 0.4208 0.18483 0.1939 0.48243 0.1874 0.01144 0.0510 0.02873 0.4704 0.07358 0.5191 0.18841 0.1945 0.49178 0.1875 0.01166 0.0514 0.02929 0.4753 0.07500 0.5993 0.19206 0.1952 0.50131 0.1875 0.01189 0.0518 0.02986 0.4779 0.07646 0.6227 0.19578 0.1959 0.51102 0.1876 0.01212 0.05Z2 0.02991 0.4780 0.07794 0.6293 0.19957 0.1968 0.52092 0.1876 0.01235 0.0527 0.03044 0.4774 0.07945 0.6338 0.20344 0.1980 0.53101 0.1877 0.01245 0.0530 0.03103 0.4749 0.08010 0.6348 0.20738 0.1991 0.54130 0.1877 0.01259 0.0533 0.03163 0.4652 0.08099 0.6346 0.21140 0.2001 0.55178 0.1878 0.01283 0.0539 0.03224 0.4188 0.08256 0.6315 0.21549 0.2011 0.56247 0.1878 0.01308 0.0548 0.03286 0.3227 0.08416 0.6243 0.21967 0.2019 0.57337 0.1879 0.01334 0.0558 0.03350 0.2680 0.08579 0.5896 0.22392 0.2025 0.58448 0.1879 0.01359 0.0566 0.03415 0.2362 0.08745 0.4748 0.22826 0.2029 0.59580 0.1880 0.01386 0.0572 0.03481 0.2091 0.08914 0.3774 0.23268 0.2034 0.60735 0.1880 0.01413 0.0579 0.03549 0.1845 0.09087 0.3251 0.23719 0.2039 0.61911 0.1881 0.01434 0.0585 0.03617 0.1655 0.09263 0.2900 0.24179 0.1832 0.63111 0.1881 0.01440 0.0587 0.03687 0.1521 0.09443 0.2548 0.24647 0.1837 0.64333 0.1382 0.W1468 0.0595 0.03759 0.1675 0.09626 0.2273 0.25125 0.1841 0.65580 0.1882 0

0.01496 0.0603 0.03332 0.1562 0.09812 0.2070 0.25611 0.1843 0.66850 0.1883 0.01525 0.0611 0.03906 0.1481 0.10002 0.1939 0.26108 0.1846 0.68145 0.1883 0.01555 0.0616 0.03982 0.1393 0.10196 0.3083 0.26613 0.1848 0.69456 0.1884 0.01585 0.0622 0.04059 0.1320 0.10394 0.2934 0.27129 0.1851 0.70811 0.1886 0.01616 0.0631 0.04137 0.1273 0.10595 0.2767 0.27655 0.1853 0.72183 0.1890 0.01647 0.0644 0.04218 0.1229 0.10800 0.2603 0.28190 0.1857 0.73582 0.3893 0.01679 0.0657 0.04299 0.1184 0.11009 0.2499 0.28737 0.1862 0.75007 0.1896 0.01711 0.0672 0.04383 0.1150 0.11223 0.2423 0.29293 0.1867 0.76461 0.1898 0.01745 0.0690 0.04468 0.1130 0.11440 0.2326 0.29861 0.1872 0.77942 0.1898 I

0.01778 0.0709 0.04554 0.1118 0.11662 0.2240 0.30439 0.1875 0.79452 0.1897 0.01813 0.0729 0.04042 0.1112 0.11888 0.2181 0.31029 0.1878 0.80991 0.1894 0.01848 0.0751 0.04732 0.1114 0.11118 0.2135 0.31630 0.1881 0.82560 0.1878 0.01884 0.0776 0.04824 0.1121 0.12353 0.2006 0.32243 0.1883 0.84160 0.1844 0.01920 0.0804 0.04917 0.1133 0.12592 0.2066 0.32868 0.1884 0.85790 0.1810 0.01957 0.0835 0.05013 0.1149 0.12836 0.2044 0.33504 0.1884 0.87452 0.1775 0.01995 0.0869 0.05110 0.1172 0.13085 0.2026 0.34154 0.1885 0.89146 0.1739 0.02034 0.0909 0.05209 0.1199 0.13338 0.2011 0.34815 0.1884 0.90874 0.1703 0.02073 0.0953 0.05310 0.1232 0.13597 0.2001 0.35490 0.1883 0.92634 0.1666 0.02114 0.1001 0.05413 0.1272 0.13860 0.1990 0.36177 0.1882 0.94429 0.1628 0.02155 0.1056 0.05517 0.1319 0.14129 0.1985 0.36878 0.1880 0.96258 0.1589 0.02196 0.1118 0.05624 0.1375 0.14402 0.1987 0.37593 0.1878 0.98123 0.1550 0.02239 0.1190 0.05733 0.1438 0.14681 0.1993 0.38321 0.1876 1.00000 0.1510 0.02282 0.1266 0.05844 0.1512 0.14966 0.2000 0.39063 0.1873 0.02327 0.1356 0.05958 0.1597 0.15256 0.2000 0.39820 0.1871 l

0.02372 0.1465 0.06073 0.1689 0.15551 0.2000 0.40592 0.1870 0.02418 0.1598 0.06191 0.1795 0.15853 0.1998 0.41378 0.1871

- - MAXIMUM M00AL ACCELERATION OF 0.6348 OCCURS FOR EQUIPMENT PERIOD

0.0801 *** *

CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUH/FLORio NUMBER CF STRUCTURE tODES = 5 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPM[NT =

0.5 PER CENT INPUT DATA FOR MASS POINT 3 X QUAKE X RESPONSE G

tODE tiATURAL PERIOD MAXIMUM ACCELERATION PARTICIPATION FACTOR tODE SHAPE 1

0.800958E-01 0.496058E-01 0.247693E+02 0.306751E-01 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

1 Engin ering Instructi n Na 2 1

SUBJEC' IDEN11HER PAGE FPC - Crystal River #3 j

Floor Response Spectrum Generation DC-5520-163-0SE 6

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CALCULATION PAGES$

MICROFILMED ORIGINATOR S.J.Serhan WO.

DATE 09/23/93 1

2 0.299064E-01 0.195370E-01 0.111819E+02 0.315475E-01 3

0.143364E-01

-0.236661E-02 0.135107E+01

-0.333138E-01 j

4 0.124523E-01

-0.370287E-02

-0.125063E+01 0.566755E-01 4

5 0.552165E-02 0.180613E-03

-0.239214E+00

-0.139099E-01 CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM / FLOR?C CROS OUTPUT CATA FOR MASS POINT 3 X QUAKE X RESPONSE - AT ELEVATION 135.00 EQUIP-T FODAL EQUIP-T HODAL EQUIP-T tODAL EQUIP-T MODAL EQUIP-T HODAL PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N 0.00552 0.0560 0.02464 0.1414 0.06311 0.2621 0.16160 0.2142 0.42180 0.1871 0.01000 0.0622 0.02512 0.1556 0.06433 0.2862 0.16473 0.2120 0.42997 0.1871 0.01019 0.0632 0.02561 0.1725 0.06558 0.3158 0.16792 0.2094 0.43830 0.1872 0.01039 0.0644 0.02610 0.1928 0.06685 0.3520 0.17117 0.2069 0.44679 0.1872 0.01059 0.0661 0.02661 0.2193 0.06814 0.3961 0.17449 0.2045 0.45544 0.1873 0.01080 0.0680 0.02713 0.2608 0.06946 0.4462 0.17787 0.2030 0.46427 0.1873 0.01101 0.0707 0.02765 0.3138 0.07081 0.5102 0.18132 0.2027 0.47326 0.1874 0.01122 0.0747 0.02819 0.3495 0.07218 0.5964 0.18483 0.2031 0.48243 0.1874 0.01144 0.0817 0.02873 0.3556 0.07358 0.7381 0.18641 0.2035 0.49178 0.1875 i

0.01166 0.0881 0.02929 0.3593 0.07500 0.8533 0.19206 0.2040 0.50131 0.1875 j

0.01189 0.0903 0.02986 0.3613 0.07646 0.8868 0.19578 0.2046 0.51102 0.1876 0.01212 0.0914 0.02991 0.3614 0.07794 0.8963 0.19957 0.2056 0.52092 0.1876 0.01235 0.0923 0.03044 0.3610 0.07945 0.9026 0.20344 0.2067 0.53101 0.1877 0.01245 0.0927 0.03103 0.3593 0.08010 0.9039 0.20738 0.2079 0.54130 0.1877 0.01259 0.0932 0.03163 0.3522 0.08099 0.9037 0.21140 0.2090 0.55178 0.1878 1

0.01283 0.0941 0.03:24 0.3182 0.08256 0.8990 0.21549 0.2100 0.56247 0.1878 0.01308 0.0957 0.03286 0.2482 0.08416 0.8885 0.21967 0.2109 0.57337 0.1879 0.01334 0.0957 0.03350 0.2089 0.08579 0.8363 0.22392 0.2115 0.58448 0.1879 0.01359 0.0897 0.03415 0.1866 0.08745 0.6727 0.22826 0.2119 0.59580 0.1880 0.01386 0.0848 0.03481 0.1679 0.08914 0.5311 0.23268 0.2124 0.60735 0.1880 i

O 01413 0.0829 0.03549 0.1514 0.09087 0.4577 0.23719 0.2130 0.61911 0.1881 0.01434 0.0821 0.03617 0.1392 0.09263 0.4063 0.24179 0.1832 0.63111 0.1881 0.01440 0.0818 0.03687 0.1311 0.09443 0.3542 0.24647 0.1837 0.64333 0.1882 i

O.01468 0.0807 0.03750 0.1268 0.09626 0.3129 0.25125 0.1841 0.65580 0.1882 O.01496 0.0810 0.03832 0.1219 0.09812 0.2820 0.25611 0.1843 0.66850 0.1883 0.01525 0.0700 0.03906 0.1189 0.10002 0.2615 0.26108 0.1846 0.68145 0.1883 1

0.01555 0.0761 0.03982 6.1158 0.10196 0.3650 0.26613 0.1848 0.69466 0.1884 O.01585 0.0726 0.04059 0.1136 0.10394 0.3462 0.27129 0.1851 0.70811 0.1886 I

0.01616 0.0715 0.04137 0.1129 0.10595 0.3252 0.27655 0.1853 0.72183 0.1890 0.01647 0.0713 0.04218 0.1125 0.10800 0.3046 0.28190 0.1657 0.73582 0.1893 0.01679 0.0712 0.04299 0.1123 0.11009 0.2912 0.28737 0.1862 0.75007 0.1896 0.01711 0.0715 0.04383 0.1129 0.11223 0.2811 0.29293 0.1867 0.76461 0.1898 0.01745 0.0721 0.04468 0.1142 0.11440 0.2684 0.29861 0.1872 0.77942 0.1898 0.01778 J.0730 0.04554 0.1162 0.11662 0.2570 0.30439 0.1875 0.79452 0.1897 0.01813 0.0738 0.04642 0.1187 0.11888 0.2489 0.31029 0.1878 0.80991 0.1894 0.01848 0.0750 0.04732 0.1217 0.12118 0.2424 0.31630 0.1881 0.82560 0.1878 0.01884 0.0764 0.04824 0.1253 0.12353 0.2368 0.32243 0.1883 0.84160 0.1844 0.01920 0.0780 0.04917 0.1291 0.12592 0.2325 0.32868 0.1884 0.85790 0.1810 0.01957 0.0798 0.05013 0.1336 0.12836 0.2290 0.33504 0.1884 0.87452 0.1775 0.01995 0.0819 0.05110 0.1387 0.13085 0.2260 0.34154 0.1885 0.89146 0.1739 O.02034 0.0843 0.05209 0.1444 0.13338 0.2236 0.34815 0.1884 0.90874 0.1703 0.02073 0.0870 0.05310 0.1509 0.13597 0.2216 0.35490 0.1883 0.92634 0.1666 0.02114 0.0901 0.05413 0.1582 0.13860 0.2195 0.36177 0.1882 0.94429 0.1628 0.02155 0.0936 0.05517 0.1666 0.14129 0.2181 0.36878 0.1880 0.96258 0.1589 0.02196 0.0976 0.05524 0.1759 0.14402 0.2175 0.37593 0.1878 0.98123 0.1550 0.02239 0.1023 0.05733 0.1862 0.14681 0.2173 0.38321 0.1876 1.00000 0.1510 0.02282 0.1074 0.05844 0.1980 0.14966 0.2174 0.39063 0.1873 0.02327 0.1135 0.05958 0.2113 0.15256 0.2167 0.39820 0.1871 0.02372 0.1209 0.06073 0.2259 0.15551 0.2163 0.40592 0.1870 0.02418 0.1300 0.06191 0.2424 0.15853 0.2156 0.41378 0.1871 MAXIMUM tODAL ACCELERATION OF 0.9039 OCCURS FOR EQUIPMENT PERIOD = 0.0801 " * * * *

CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM /FLCIUC NUMBER OF STRUCTURE H00ES = 5 GAI446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engin:ering instructi:n Na 2 SUBJECT IDENTIFIER PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520-163-OSE 7

OF l

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CALCULATION MICROFILMED PAGES ORIGINATOR S.J.Serhan WO.

DATE 09/23/93 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPMENT = 0.5 PER CENT INPUT DATA FOR MASS POINT 4 X QUAKE X RESPONSE MODE NATURAL PERIOD MAXIMUM ACCELERATION PARTICIPATION FACTOR MODE SHAPE 1

0.800958E-01 0.816739E-01 0.247693E+02 0.505053E-01 2

0.299064E-01

-0.139875E-01 0.111819E+02

-0.225865E-01 3

0.143364E-01

-0.191501E-02 0.135107E+01

-0.269568E-01 4

0.124523E-01 0.199148E-02

-0.125063E+01

-0.304813E-01 5

0.552165E-02

-0.635951E-05

-0.239214E+00 0.517796E-03 CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORPO CRO5 OUTPUT DATA FCR MASS POINT 4 X QUAKE X RESPONSE - AT ELEVATION 160.00 EQUIP-T MODAL EQUIP-T t10DAL EQUIP-T MODAL EQUIP-T f0DAL EQUIP-T tODAL PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N 0.00552 0.0859 0.02464 0.1346 0.06311 0.4265 0.16160 0.2222 0.42160 0.1871 0.01000 0.0894 0.02512 0.1427 0.06433 0.4667 0.16473 0.2195 0.42997 0.1871 0.01019 0.0898 0.02561 0.1526 0.06558 0.5159 0.16792 0.2154 0.43830 0.1872 0.01039 0.0901 0.02610 0.1649 0.06685 0.5760 0.17117 0.2132 0.44679 0.1872 0.01059 0.0906 0.02661 0.1813 0.06814 0.6489 0.17449 0.2103 0.45544 0.1873 0.01080 0.0911 0.02713 0.2079 0.06946 0.7318 0.17787 0.2085 0.46427 0.1873 0.01101 0.0919 0.02765 0.2428 0.07081 0.8376 0.18132 0.2079 0.47326 0.1874 0.01122 0.0929 0.02819 0.2669 0.07218 0.9797 0.18483 0.2082 0.48243 0.1874 4

0.01144 0.0948 0.02873 0.2712 0.07358 1.2135 0.18841 0.2084 0.49178 0.1875 0.01166 0.0966 0.02929 0.2740 0.07500 1.4033 0.19206 0.2088 5.50131 0.1875 0.01189 0.0974 0.02986 0.2757 0.07646 1.4585 0.19578 0.2094 0.51102 0.1876 0.01212 0.0979 0.02991 0.2757 0.07794 1.4741 0.19957 0.2103 0.52092 0.1876 0.01235 0.0985 0.03044 0.2758 0.07945 1.4844 0.20344 0.2115 0.53101 0.1877 0.01245 0.0987 0.03103 0.2750 0.08010 1.4866 0.20738 0.2127 0.54130 0,1877 0.01259 0.0390 0.03163 0.2707 0.08099 1.4862 0.21140 0.2138 0.55178 0.1878 0.01283 0.0997 0.03224 0.2487 0.08256 1.4784 0.21549 0.2149 0.56247 0.1878 0.01308 0.1010 0.03286 0.2044 0.08416 1.4610 0.21967 0.2158 0.57337 0.1879 0.01334 0.1019 0.03350 0.1814 0.08579 1.3783 0.22392 0.2164 0.58448 0.1879 0.01359 0.1009 0.03415 0.1696 0.08745 1.1050 0.22826 0.2169 0.59580 0.1880 0.01386 0.0999 0.03481 0.1605 0.08914 0.8711 0.23268 0.2174 0.60735 0.1880 0.01413 0.0996 0.03549 0.1532 0.09087 0.7507 0.23719 0.2179 0.61911 0.1881 0.01434 0.0996 0.03617 0.1488 0.09263 0.6655 0.24179 0.1832 0.63111 0.1881 0.01440 0.0996 0.03687 0.1467 0.09443 0.5790 0.24647 0.1837 0.64333 0.1882 0.01468 0.0995 0.03759 0.1365 0.09626 0.5103 0.25125 0.1841 0.65580 0.1882 0.01496 0.0994 0.03832 0.1381 0.09812 0.4586 0.25611 0.1843 0.66850 0.1883 0.01525 0.0992 0.03906 0.1404 0.10002 0.4242 0.26108 0.1848 0.68145 0.1883 0.01555 0.0978 0.03982 0.1428 0.10196 0.3933 0.26613 0.1848 0.69466 0.1884 0.01585 0.0961 0.04059 0.1456 0.10394 0.3727 0.27129 0.1851 0.70811 0.1886 l

0.01616 0.0958 0.04137 0.1488 0.10595 0.3406 0.27655 0.1853 0.72183 0.1890 j

0.01647 0.0959 0.04218 0.1523 0.10800 0.3260 0.28190 0,1857 0.73582 0.1893 0.01679 0.0961 0.04299 0.1562 0.11009 0.3121 0.28737 0.1862 0.75007 0.1896

{

0.01711 0.0965 0.04383 0.1606 0.11223 0.3009 0.29293 0.1967 0.76461 0.1898 j

0.01745 0.0969 0.04468 0.1655 0.11440 0.2866 0.29861 0.1872 0.77942 0.1898 i

0.01778 0.0975 0.04554 0.1709 0.11662 0.2738 0.30439 0.1875 0.79452 0.1897 l

0.01813 0.0979 0.04642 0.1769 0.11888 0.2647 0.31029 0.1878 0.80991 0.1894 0.01848 0.0987 0.04732 0.1835 0.12118 C.2573 0.31630 0.1881 0.82560 0.1878 0.01884 0.0995 0.04824 0.1907 0.12353 0.2509 0.32243 0.1883 0.84160 0.1844 0.01920 0.1005 0.04917 0.1983 0.12592 0.2458 0.32868 0.1884 0.85790 0.1810 0.01957 0.1015 0.05013 0.2067 0.12836 0.2418 0.33504 0.1884 0.87452 0.1775 0.01995 0.1027 0.05110 0.2160 0.13085 0.2382 0.34154 0.1885 0.89146 0.1739 0.02034 0.1040 0.05209 0.2263 0.13338 0.2353 0.34815 0.1884 0.90874 0.1703 0.02073 0.1054 0.05310 0.2379 0.13597 0.2328 0.35490 0.1883 0.92634 0.1666 0

0.02114 0.1070 0.05413 0.2508 0.13860 0.2302 0.36177 0.1882 0.94429 0.1628 0.02155 0.1089 0.05517 0.2652 0.14129 0.2284 0.36878 0.1880 0.96258 0.1589 0.02196 0.1110 0.05624 0.2811 0.14402 0.2273 0.37593 0.1878 0.98123 0.1550 l

0.02239 0.1134 0.05733 0.2987 0.14681 0.2269 0.38321 0.1876 1.00000 0.1510 l

l gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY 1

Engineering Instructi:n N12 SUBJECT IDENilFIER PAGE FPC - Crystal River #3 Floor Response Spectrum Generation DC-5520-163-0SE 8

OF b

N N

CALCULATION 9

MICROFILMED PAGES ORIGINATOA S.J.Sernan WO.

DATE 09/23/93 J

0.02282 0.1161 0.05844 0.3186 0.14966 0.2266 0.39003 0.1873 0.02327 0.1193 0.05958 0.3412 0.15256 0.2256 0.39820 0.1871 0.02372 0.1233 0.06073 0.3657 0.15551 0.2249 0.40592 0.1870 0.02418 0.1283 0.06191 0.3934 0.15853 0.2240 0.41378 0.1871 MAXIMUM PODAL ACCELERATION CF 1.4866 OCCURS FOR EQUI 1HENT PERIO9= 0.0801 ***"

CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM /FLORPO NUMBER CF STRUCTURE PODES = 5 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPMINT = 0.5 PER CENT I

INPUT DATA FOR MASS POINT 5 X QUAKE X RESPONSE MODE NATURAL PERIOD MAXIMUM ACCELERATICH PARTICIPATION FACTOR PODE SHAPE 1

1 1

0.800958E-01 0.996124E-01 0.247693E+02 0.615980E-01 2

0.299064E-01

-0.327456E-01 0.111819E+02

-0.528764E-C.

3 0.143364E-01 0.700266E-02 0.135107E+01 0.985732E-01 4

0.124523E-01

-0.353279E-02

-0.125063E+01 0.540722E-01 5

0.552165E-02

-0.174608E-05

-0.239214E+00 D.153347E-03 CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORPO CROS OUTPUT DATA FOR MASS POINT 5 X QUAKE X RESPONSE - AT ELEVATION 180.50 EQUIP-T MODAL EQUIP-T MODAL EQUIP-T MODAL EQUIP-T MODAL EQUIP-T HDDAL PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N 0.00552 0.1096 0.02464 0.2459 0.06311 0.5209 0.16160 0.2169 0.42180 0.1871 0.01000 0.1175 0.02512 0.2689 0.06433 0.5699 0.16473 0.2145 0.42997 0.1871 0.01019 0.1184 0.02561 0.2966 0.06558 0.6297 0.16792 0.2117 0.43830 0.1872 0.01039 0.1195 0.02610 0.3300 0.06685 0.7030 0.17117 0.2090 0.44679 0.1872 0.01059 0.1208 0.02661 0.3736 0.06814 0.7919 0.17449 0.2064 0.45544 0.1873 0.01080 0.1224 0.02713 0.4423 0.06946 0.8929 0.17787 0.2048 0.46427 0.1873 0.01101 0.1245 0.02765 0.5304 0.07081 1.0219 0.18132 0.2045 0.47326 0.1874 0.01122 0.1274 0.02819 0.5898 0.07218 1.1952 0.18483 0.2048 0.48243 0.1874 0.01144 0.1322 0.02873 0.6001 0.07358 1.4802 0.18841 0.2052 0.49178 0.1875 0.01165 0.1371 0.02929 0.6062 0.07500 1.7118 0.19206 0.2056 0.50131 0.1875 0.01189 0.1401 0.02986 0.6097 0.07646 1.7791 0.19378 0.2062 0.51102 0.1876 0.01212 0.1428 0.02991 0.6099 0.07794 1.7981 0.19957 0.2071 0.52092 0.1876 0.01235 0.1459 0.03044 0.6093 0.07945 1.8107 0.20344 0.2083 0.53101 0.1877 0.01245 0.1475 0.03103 0.6064 0.08010 1.8133 0.20738 0.2005 0.54130 0.1877 0.01259 0.1499 0.03163 0.5948 0.08099 1.8128 0.21140 0.2106 0.55178 0.1878 0.01283 0.1553 0.03224 0.5384 0.08256 1.8033 0.21549 0.2116 0.56247 0.1878 0.01308 0.1653 0.03286 0.4226 0.08416 1.7821

- 0.21967 0.2125 0.57137 0.1879 0.01334 0.1758 0.03350 0.3583 0.08579 1.6813 0.22392 0.2131 0.58448 0.1879 0.01359 0.1786 0.03415 0.3222 0.08745 1.3480 0.22926 0.2136 0.59580 0.1880 0.01386 0.1776 0.03481 0.2923 0.08914 1.0629 0.23268 0.2141 0.60735 0.3880 0.01413 0.1778 0.03549 0.2662 0.0909' O.9160 0.23719 0.2146 0.61911 0.1881 0.01434 0.1780 0.03617 0.2473

.t b a 0.8122 0.24179 0.1832 0.63111 Q.1881 0.01440 0.1780 0.03687 0.2351

/4443 0.7067 0.24647 0.1837 0.64333 0.1882 0.01468 0.1776 0.03759 0.1784 u.09626 0.6231 0.251Z5 0.1841 0.65580 0.1882 0.01496 0.1771 0.03532 0.1785 0.09812 0.5601 0.25611 0.1843 0.66850 0.1883 0.01525 0.1744 0.03900 0.1799 0.10002 0.518?

0.26108 0.1846 0.68165 0.1883 0.01555 0.1623 0.03982 0.1816 0.10196 0.3746 0.26613 0.1848 0.69468 0.1884 0.01585 0.1484 0.04050 0.1838 0.10394 0.3552 0.27129 0.1831 0.70811 0.1885 0.01616 0.1432 0.04137 0.1870 0.10595 0.3335 0.27655 0.1853 0.72183 0.1890 0.01647 0.1410 0.04218 0.1906 0.10800 0.3121 0.28190 0.1857 0.73582 0.1893 0.01679 0.1391 0.04299 0.1947 0.11009 0.2983 0.28737 0.1862 0.75007 0.1896 0.01711 0.1383 0.04383 0.1995 0.11223 0.2878 0.29293 0.1867 0.76461 0.1898 0.01745 0.1384 0.04468 0.2051 0.11440 0.2746 0.29861 0.1872 0.77942 0.1898 0.01778 0.1392 0.04554 0.2114 0.11662 0.2626 0.30439 0.1875 0.79452 0.1897 9

0.01813 0.1371 0.04642 0.2184 0.11888 0.2542 0.31029 0.1878 0.80991 0.1894 0.01848 0.1391 0.04732 0.2262 0.12118 0.2474 0.31630 0.1881 0.82560 0.1878 0.01884 0.1414 0.c4624 0.2348 0.12353 0.2416 0.32243 0.1883 0.84160 0.1844 0.01920 0.1440 0.04917 0.2438 0.12592 0.2369 0.32868 0.1884 0.85790 0.1810 gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering Instructi:n Ns. 2

$UBJECT IDENilFIER PAGE FPC %! Rint #3 Roor Response Spectrum Generation DC-5520-163-0SE 9

OF REV.l

{

]

g g

CALCULATION 9

MICROFILMED PAGES ORIGINATOR S.J.Serhart wo.

DATe 09/23/93 0.01957 0.1470 0.05013 0.2539 0.12836 0.2333 0.33504 0.1884 0.87452 0

5 0.01995 0.1503 0.05110 0.2651 0.13085 0.2301 0.34154 0.1885 0.89146 39 0.02034 0.1542 0.05209 0.2776 0.13338 0.2275 0.34815 0.1884 0.90874 1703 0.02073 0.1585 0.05310 0.2916 0.13537 0.2254 0.35490 0.1883 0.92634 0.1666 0.02114 0.1634 0.05413 0.3072 0.13860 0.2231 0.36177 0.1882 0.94429 0.1628 0.02155 0.1690 0.05517 0.3246 0.14129 0.2215 0.36878 0.1880 0.96258 0.1589 0.02196 0.1754 0.05624 0.3441 0.14402 0.2208 0.37593 0.1878 0.98123 0.1550 0.02239 0.1829 0.05733 0.3654 0.14681 0.2205 0.38321 0.1876 1.00000 0.1510 0.02282 0.1910 0.05844 0.3896 0.14966 0.2205 0.39063 0.1873 0.02327 0.2007 0.05958 0.4170 0.15256 0.2197 0.39820 0.1871 0,02372 0.2126 0.06073 0.4469 0.15551 0.2192 0.40592 0.1870 0.02418 0.2274 0.06191 0.4605 0.15853 0.2184 0.41378 0.1871

- - - - MAXIffJM MODAL ACCELERATION OF 1.8133 OCCURS FOR EQUIPMENT PERIOD = 0.0801 *******

\\

GA1446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering Instructi:n No. 2 l SUBJECT FPC - Crystal River Unit 3 IDENTIFIER PAGE Flsor Response Spectrum Generation DC-5520-163.0SE I

OF -

) b REV.l y

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I MICROFILMED PAGES OAIGINATOA S.J. Serhan WO.

DATE 09/23/93 l

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ATTACHMENT B FLORMO OUTPUT, Reactor Building Interior Structure Horizontal Direction 5.0% Damping O

GA1446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY i

I

l

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1 l

l Engineering instructirn No. 2 SUBJECT IDENTIFIER PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520-163-OSE 2

OF N

N N

N T

CALCULATION MICROFILMED PAGES OAGINATOR S.J.Serhan WO.

DATE 09/23/93 j

l

//A1289A JOB (A1289,A045520163,A2241). CHANG, CLASS =A

/ *JOBPARM L=10,0=RBS2E5, P= PROC 98,Q=F

// EXEC 5017

//FT06F001 DD SYSOUT=*, CHARS =212A 1

//STEPLIB DD DSN=PRD1.CERTLOAD. DISP =SILi

//SYSIN DD

1 1 CRO5 0

.00

.05 1.01

.050$ 2.02

.051 2.06

.0525 2.10

.056 2

.14

.061 2.20

.07 2.30

.08 2.40

.087 2.50

.092 2

.60

.097 2.70

.1 2.82

.099 2 1.0

.082 2

.0 1.0 1 0.1 1.0 2 0.2 1.2 2 0.3 1.4 2 0.4 1.7 2 i

.5 2.15 2 0.6 2.9 2 0.65 3.2 2 0.7' 3.53 2 0.75 3.86 2

.8 4.3 2 0.85 4.93 2 0.9 5.6 2 0.98 7.2 2 1.0 7.47 2 1.02 7.13 2 1.05 6.63 2 1.1 5.83 2 1.2 4.8 2 1.3 3.97 2 1.4 3.5 2 1.5 3.0 2 1.6 2.7 2 1.7 2.4 2 1.8 2.2 2 1.9 2.0 2 1.24 4.1 2 1.27 3.65 2 1.3 3.35 2 1.35 2.85 2 1.4 2.55 2 1.45 2.25 2 1.5 2.05 2 1.6 1.8 2 1.7 1.65 2 1.8 1.53 2 1.9 1.45 2 2.0 1.4 2 2.1 1.32 2 2.2 1.25 2 2.3 1.22 2 2.5 1.2 2100000 1.2 2 CR3 REACTOR BLDG 1NTERIOR.FLocr. RESPONSE SPECTRUM /FLCRMO 5 2.0 5.0 1.25 0

.080095839.029906443.014336395.012452253.005521650 24.76'3315 11.181875 1.3510728 -1.2506282.23921384 l

l 1

118.5 XX

.018034576.29164338E-1.43019628E-1.26641521E-1.25611046E-1.18194126E-2

.2509056E-1.16392808E-2.2622940E-1,33924877E-3 2

123.0 XX

.021440300.34671865E-1.42222004E-1.26147563E-1.11359409E-1.80697420E-3

.4124902E-2.26949871E'-3.99028716E-1.1280884E-2 3

135.0 XX

.030675135 49605823E-1.31547464E-1.19536953E-1.3331376E-1.2366614E-2

.56675532E-1.3702872E-2.1390986E-1.19061275E-3 4

160.0 XX i

.050505343.81673940E-1.2258647E-1.1398752E-1.2695678E-1.1915014E-2

.3048126E-1.19914800E-2.517/9588E-3.6359512E-5 5

180.5 XX

.061598042.99612328E-1.5287644E-1.3274585E-1.98573226E-1.70026572E-2 4

.54072238E-1.3532787E-2.15334650E-3.1746080E-5

/.

//

l l

, e GA1446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

I Engineering Instructi n Ns. 2 SUBJtiCT

' IDENilFIER PAGE FPC - Crystal River #3 Floor Response Spectrum Generation DC 5520-163-0SE 3

OF (O

REV.l

]

V)

CALCULATION

}

MICAOFILMED PAGES ORIGINATOR S.J.Serhan WO.

DATE 09/23/93 l

CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM /FLORM GROUND RESPONSE SPECTRUM l

l PERIOD ACCIW. T PERIOD ACCLN. I PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T l

0.0 0.0500 1 0.0100 0.0505 2 0.0200 0.0510 2 0.0600 0.0525 2 0.1000 0.0560 2 l

0.1400 0.0610 2 0.2000 0.0700 2 0.3000 0.0800 2 0.4000 0.0870 2 0.5000 0.0920 2 l

0.6000 0.0970 2 0.7000 0.1000 2 0.8200 0.0940 2 1.0000 0.0820 2 0.0 0.0 0

l CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM /FLORMO BIGGS CURVE NO 1 PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T 0.0 1.0000 1 0.1000 1.0000 2 0.2000 1.2000 2 0.3000 1.4000 2 0.4000 1.7000 2 0.5000 2.1500 2 0.6000 2,9000 2 0.6500 3.2000 2 0.7000 3.5300 2 0.7500 3.8600 2 0.8000 4.3000 2 0.8500 4.9300 2 0.9000 5.6000 2 0.9800 7.2000 2 1.0000 7.4700 2 1.0200 7.1300 2 1.0500 6.6300 2 1.1000 5.8300 2 1.2000 4.8000 2 1.3000 3.9700 2 1.4000 3.5000 2 1.5000 3.0000 2 1.6000 2.7000 2 1.7006 2.4000 2 1.8000 2.2000 2 1.9000 2.0000 2 0.0 0,0 0

0.0 0.0 0

0.0 ( 0.0 0

0.0 0.0 0

CR3 REACTOR BLDG INTERIOR. FLOOR RESPON%': SP"Gf3UM/ FLOR m BIGOS CURVE NO 2 D'

PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T PERIOD ACCLN. T l

1.2400 4.1000 2 1.2700 3.6500 'A 1.3000 3.3500 2 1.3500 2.8500 2 1.4000 2.5500 2 1.4500 2.2500 2 1.5000 2.0500 2 1.6000 1.8000 2 1.7000 1.6500 2 1.8000 1.5300 2 1.9000 1.4500 2 2.0000 1.4000 2 2.1000 1.3200 2 2.2000 1.2500 2 2.3000 1.2200 2 2.5000 1.2000 2 100000,0 1.2000 2 0.0 0.0 0

0.0 0.0 0

CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORm j

NUMPER OF STRUCTURE MODES = 5 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPMENT = 5.0 PER CENT INPUT DATA FOR MASS POINT 1 X QUAKE X RESPONSE MDE NATURAL PERIOD MAXIMUM ACCELERATION PARTICIPATION FACTOR MODE SHAPE 1

0.800958E-01 0.291643E-01

~

0.247693E+02 0.180346E-01 2

0.299064E-01 0.266415E-01 0.111819E+02 0.430196E-01 3

0.143364E-01 0.181941E-02 0.135107E+01 0.256110E-01 4

0.124523E-01 0.163928E-02

-0.125063E+01

-0.250906E-01 5

0.552165E-02 0.339249E-03

-0.239214E+00

-0.262294E-01 CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRJM/FLORMO CROS OUTPUT DATA FOR MASS POINT 1 X QUAKZ X RESPONSE - AT ELL"VATION 118.50 EQUIP-T MODAL EQUIP-T HODAL EQUIP-T mDAL EQUIP-T MODAL EQUIP-T MODAL PERIOD ACCEL *N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N 0.00552 0.0430 0.02464 0.1292 0.06311 0.1320 0.16160 0.0766 0.42180 0.0882 1

0.01000 0.0510 0.02512 0.1346 0.06433 0.1358 0.16473 0.0761 0.42997 0.0886 0.01019 0.0516 0.02561 0.1401 0.06558 0.1406 0.16792 0.0756 0.43830 0.0890

}

0.01039 0.0521 0.02610 0.1456 0.06685 0.1459 0.17117 0.0750 0.44679 0.0895 O.01059 0.0527 0.02661 0.1516 0.06814 0.1517 0.17449 0.0746 0.45544 0.0899 0.01080 0.0533 0.02713 0.1591 0.00946 0.1574 0.17787 0.0745 0.46427 0.0903 i

A 0.01101 0.0539 0.02765 0.1685 0.07081 0.1636 0.16132 0.0746 0.47326 0.0907 r

f 0.01122 0.0546 0.02819 0.1785 0.07218 0.1706 0.18483 0.0749 0.48243 0.0912 k )4 0.01144 0.0553 0.02873 0.1883 0.07358 0.1805 0.18841 0.0752 0.49178 0.0916 i

0.01166 0.0561 0.02929 0.1971 0.07500 0.1912 0.19206 0.0756 0.50131 0.0921 j

gal 446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructi:n Ns. 2 SUBJEC T OE"U NE FPC - Crystal River #3 Floor Response Spectrurn Generation DC-5520-163-0SE 4

)

m-CALCULATION 3

MICROFILMED PAGES ORIG;NATOR S.J.Serhan wa DATE 09/23/93 0.01189 0.0570 0.02986 0.2044 0.07646 0.2020 0.19578 0.0761 0.51102 0.0926 0.01212 0.0578 0.02991 0.2045 0.07794 0.2120 0.19957 0.0767 0.52092 0.0931 0.01235 0.0587 0.03044 0.1972 0.07945 0.2215 0.20344 0.0772 0.53101 0.0936 0.01245 0.0590 0.03103 0.1885 0.08010 0.2230 0.20738 0.0778 0.54130 0.0942 0.01259 0.0595 0.03163 0.1802 0.08099 0.2188 0.21140 0.0783 0.55178 0.0947 0.01253 0.0602 0.03224 0.1718 0.08255 0.2082 0.21549 0.0788 0.56247 0.0953 0.01308 0.0610 0.03206 0.1639 0.08416 0.1989 0.21967 0.0794 0.57337 0.0958 0.01334 0.0619 0.03350 0.1572 0.08579 0.1894 0.22392 0.0799 0.58448 0.0963 0.01359 0.0629 0.03415 0.1515 0.08745 0.1802 0.22826 0.0804 0.59580 0.0968 0.01386 0.0639 0.03481 0.1464 0.08914 0.1720 0.23268 0.0810 0.60735 0.097J 0.01413 0.0650 0.03549 0.1418 0.09087 0.1629 0.23719 0.0815 0.61911 0.0978 0.01434 0.0659 0.03617 0.1373 0.09263 0.1565 0.24179 0.0748 0.63111 0.0982 0.01440 0.0662 0.03687 0.1326 0.09443 0.1508 0.24647 0.0753 0.64333 0.0986 0.01468 0.0672 0.03759 0.1564 0.09626 0.1453 0.25125 0.0757 0.65580 0.0990 0.01496 0.0683 0.03832 0.1459 0.09812 0.1394 0.25611 0.0762 0.66850 0.0994

)

0.01525 0.0699 0.03906 0.1383 0.10002 0.1336 0.26108 0.0767 0.68145 0.0997 0.01555 0.0715 0.03982 0.1303 0.10196 0.1440 0.26613 0.0771 0.69466 0.0999 0.01585 0.0734 0.04059 0.1239 0.10394 0.1356 0.27129 0.0776 0.70811 0.1001 0.01616 0.0752 0.04137 0.1199 0.10595 0.1267 0.27655 0.0781 0.72183 0.1003 0.01647 0.0771 0.04218 0.1164 0.10800 0.1182 0.28190 0.0785 0.73582 0.1003 0.01679 0.0790 0.04299 0.1120 0.11009 0.1125 0.28737 0.0790 0.75007 0.1003 0.01711 0.0810 0.06383 0.1103 0.11223 0.1076 0.29293 0.0794 0.76461 0.1003 0.01745 0.0830 0.04468 0.1089 0.11440 0.1021 0.29861 0.0799 0.77942 0.1001 0.01778 0.0850 0.04554 0.1082 0.11662 0.0972 0.30439 0.0804 0.79452 0.0998 0.01813 0.0871 0.04642 0.1080 0.11888 0.0935 0.31029 0.0808 0.80991 0.0993 l

0.01848 0.0887 0.04732 0.1082 0.12118 0.0906 0.31630 0.0813 0.82560 0.0985 l

0.01884 0.0905 0.04824 0.1086 0.12353 0.0881 0.32243 0.0818 0.84160 0.0970 0.01920 0.0923 0.04917 0.1091 0.12592 0.0861 0.32868 0.0823 0.85790 0.0954 0.01957 0.0942 0.05013 0.1097 0.12836 0.0845 0.33504 0.0827 0.87452 0.0939 0.01995 0.0963 0.05110 0.1106 0.13085 0.0832 0.34154 0.0832 0.89146 0.0923 0.02.D34 0.0985 0.05209 0.1115 0.13338 0.0820 0.34815 0.0837 0.90874 0.0906

(

0.02073 0.1007 0.05310 0.1127 0.13597 0.0811 0.35490 0.0842 0.92634 0.0890 0.02114 0.1029 0.05413 0.1142 0.13860 0.0801 0.36177 0.0846 0.94429 0.0873 j

0.02155 0,1051 0.05517 0.1158 0.14129 0.0792 0.36878 0.0851 0.96258 0.0855 0.02196

'0.1075 0.05624 0.1176 0.14402 0.0784 0.37593 0.0855 0.98123 0.0838 0.02239 0.1101 0.05733 0.1194 0.14681 0.0778 0.38321 0.0860 1.00000 0.0820 l

0.02282 0.1130 0.05844 0.1215 0.14966 0.0774 0.39063 0.0864 i

0.02327 0.1162 0.05958 0.1237 0.15256 0.0771 0.39820 0.0869 0.02372 0.1199 0.06073 0.1261 0.15551 0.0770 0.40592 0.0873 t

0.02418 0.1242 0.06191 0.1288 0.15853 0.0769 0.41378 0.0878 l

"*** MAXIMUM WDAL ACCELERATION OF 0.

10 OCCURS FOR EQUIPMENT PERIOD = 0.0801 *******

l CR3 REACTOR BLDG INTERIOR, FLOOR RL 20NSE SPECTRUM /FLORMO NUMBER OF STRUCTURE N DES = 5 FRA TION OF CRITICAL DAMPING IN STRUCTURE = 20 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPMENT =

5.0 PER CENT INPUT DATA FOR MASS POINT 2 X QUAKE X RESPONSE EDE NATURAL PERIOD MAXIMUM ACCELERATION PARTIC HATION FACTOR MODE SHAPE 1

0.800958E-01 0.346719E-01 0.247693E+02 0.214403E-01 2

0.299064E-01 0.261478E-01 0.111819E+02 0.422220E-01 3

0.143364E-01 0.806974E-03 0.135107E+01 0.113594E-01 4

0.124523E-01 0.269499E-03

-0.125063E+01

-0.412490E-02 5

0.552165E-02

-0.128088E-02

-0.239214E+00 0.990287E-01 CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM /FLORMO CROS OUTPUT DATA FOR MASS POINT 2 X QUAKE X RESPONSE - AT ELEVATION 123.00 EQUIP-T MODAL EQUIP-T mDAL EQUIP-T MODAL EQUIP-T MODAL EQUIP-T MODAL PERIOD ACCEL-N P!3tIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL *N PERIOD ACCEL-N 0.00552 0.0472 0.02464 0.1297 0.06311 0.1520 0.16160 0.0790 0.42180 0.0882 0.01000 0.0535 0.02512 0.1349 0.06433 0.1569 0.16473 0.0783 0.42997 0.0886 0.01019 0.0539 0.02561 0.1403 0.06558 0.1629 0.16792 0.0776 0.43830 0.0890 gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructi:n N12 SUSJECT 4 DEN TIFIER PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520-163-OSE 5

OF "I

loj u

B 3J CALCULATION 3

MICAOFILMED PAGES ORIGINATOR S.J.Serhan WO.

DATE 09/23/93 0.01039 0.0544 0.02610 0.1457 0.06685 0.1695 0.17117 0.0769 0.44679 0.0895 0.01059 0.0549 0.02661 0.1515 0.06814 0.1766 0.17449 0.0763 0.45544 0.0899 0.01080 0.0554 0.02713 0.1588 0.06946 0.1836 0.17787 0.0760 0.46427 0.0903 0.01101 0.0560 0.02765 0.1680 0.07081 0.1911 0.18132 0.0761 0.47326 0.0907 0.01122 0.0566 0.02819 0.1777 0.07218 0.1996 0.18483 0.0763 0.48243 0.0912 0.01144 0.0572 0.02873 0.1873 0.07358 0.2115 0.18841 0.0766 0.49178 0.0916 0.01166 0.0578 0.02929 0.1959 0.07500 0.2244 0.19206 0.0769 0.50131 0.0921 0.01189 0.0585 0.02986 0.2030 0.07646 0.2374 0.19578 0.0774 0.51102 0.0926 0.01212 0.0592 0.02991 0.2031 0.07794 0.2493 0.19957 0.0780 0.52092 0.0931 0.01235 0.0599 0.03044 0.1962 0.07945 0.2608 0.20344 0.0786 0.53101 0.0936 0.01245 0.0602 0.03103 0.1878 0.08010 0.2626 0.20738 0.0791 0.54130 0.0942 0.01259 0.0606 0.03163 0.1798 0.08099 0.2575 0.21140 0.0797 0.55178 0.0947 0.01283 0.0614 0.03224 0.1719 0.08256 0.2448 0.21549 0.0802 0.56247 0.0953 0.01308 0.0623 0.03286 0.1643 0.08416 0.2335 0.21967 0.0808 0.57337 0.0958 0.01334 0.0632 0.03350 0.1581 0.08579 0.2221 0.22392 0.0813 0.58448 0.0963 0.01359 0.0641 0.03415 0.1527 0.08745 0.2110 0.22826 0.0819 0.59580 0.0968 0.01386 0.0651 0.03481 0.1480 0.08914 0.2011 0.23268 0.0824 0.60735 0.0973 0.01413 0.0662 0.03549 0.1438 0.09087 0.1911 0.23719 0.0829 0.61911 0.0978 0.01434 0.0670 0.03617 0.1397 0.09263 0.1834 0.24179 0.0748 0.63111 0.0982 0.01440 0.0673 0.03687 0.1355 0.09443 0.1765 0.24647 0.0753 0.64333 0.0986 0.01468 0.0684 0.03759 0.1488 0.09626 0.1699 0.25125 0.0757 0.65580 0.0990 0.01496 0.J697 0.03832 0.1400 0.09812 0.1626 0.25611 0.0762 0.66850 0.0994 0.01325 0.0713 0.03906 0.1339 0.10002 0.1557 0.26108 0.0767 0.68145 0.0997

)

0.01555 0.0730 0.03982 0.1276 0.10196 0.1563 0.26613 0.0771 0.69466 0.0999 0.01585 0.0748 0.04059 0.1227 0.10394 0.1469 0.27129 0.0776 0.70811 0.1001 0.01616 0.0766 0.04137 0.1201 0.10595 0.1370 0.27655 0.0781 0.72183 0.1003 0.01647 0.0785 0.04218 0.1180 0.10800 0.1274 0.28190 0.0785 0.73582 0.1003 0.01679 0.0804 0.04299 0.1159 0.11009 0.1209 0.28737 0.0790 0.75007 0.1003 0.01711 0.0824 0.04383 0.1147 0.11223 0.1155 0.29293 0.0794 0.76461 0.1003 0.01745 0.0844 0.04408 0.1146 0.11440 0.1092 0.29861 0.0799 0.77942 0.1001 0.01778 0.0854 0.04554 0.1149 0.11662 0.1035 0.30439 0.0804 0.79452 0.0998 l

0.01813 1.0883 0.04642 0.1158 0.11888 0.0993 0.31029 0.0808 0.80991 0.0993 l

0.01548 0.0900 0.04732 0.1169 0.12118 0.0960 0.31630 0.0813 0.82560 0.0985 l

0.01884 0.0918 0.04824 0.1182 0.12353 0.0931 0.32243 0.0818 0.84160 0.0970 0.01920 0.0936 0.04917 0.1194 0.12592 0.0908 0.32868 0.0823 0.85790 0.0954 0.01957 0.0955 0.05013 0.1208 0.12836 0.0889 0.33504 0.0827 0.87452 0.0939 0.01995 0.0976 0.05110 0.1224 0.13085 0.0873 0.34154 0.0832 0.89146 0.0923 0.02034 0.0997 0.05209 0.1240 0.13330 0.0859 0.34815 0.0837 0.90874 0.0906 0.02073 0.1019 0.05310 0.1260 0.13597 0.0848 0.35490 0.0842 0.92634 0.0890 l

0.02114 0.1041 0.05413 0.1282 0.13860 0.0835 0.36177 0.0846 0.94429 0.0873 O.02155 0.1063 0.05517 0.1305 0.14129 0.0824 0.36878 0.0851 0.96258 0.0855 0.02196 0.1086 0.05624 0.1330 0.14402 0.0815 0.37593 0.0855 0.98123 0.0838 0.02239 0.1111 0.05733 0,1355 0.14681 0.0807 0.38321 0.0860 1.00000 0.0820 0.02282 0.1139 0.05864 0.1381 0.14966 0.0801 0.39063 0.0864 0.02327 0.1171 0.05958 0.1411 0.15256 0.0797 0.39820 0.0869 0,02372 0.1207 0.06073 0.1443 0.15551 0.0795 0.40592 0.0873 0.02418 0.1249 0.06191 0.1479 0.15e53 0.0734 0.41378 0.0878

- - MAXIMUM tODAL ACCELERATION OF 0.2626 OCCURS FOR EQUIPMENT PERIOD = 0.0801 CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM /FLORMO

(

NUMBER OF STRUCTURE MODES = 5 FRACTION OF CRITICAL DAMPING IN STRUCTURE =

2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIENENT =

5.0 PER CENT INPUT DATA FOR MASS POINT 3 X QUAKE X RESPONSE tODE NATURAL PERIOD MAXIMUM ACCELERATION PARTICIPATION FACTOR tODE SHAPE 1

0.800958E-01 0.496058E-01 0.247693E+02 0.306751E-01 2

0.299064E-01 0.195370E-01 0.111819E+02 0.315475E-01 3

0.143364E-01

-0.236661E-02 0.135107E+01

-0.333138E-01 0

4 0.124523E-01

-0.370287E-02

-0.125063E+01 0.566755E-01 5

0.552165E-02 0.180613E-03

-0.239214E+00

-0.139099E-01 CR3 REACTOR BLDG INTERIOR, FLOOR RISPONSE SPECTPUM/FLORto CROS OUTPUT DATA FOR MASS POINT 3 X QUAKE X RESPONSE - AT ELEVATION 135.00 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructi:n NA 2 MECT IDENTIFIER PAGE FPC Crystal River #3 Roor Response Spectrum Generation DC-5520-183-OSE 6

j 2J 3l CALCULATION 3

MICROALMED pggg ORIGINATOR S.J.Serhan DATE 09/23/93 EQUIP-T FODAL EQUIP-T PODAL EQUIP-T ICCAL EQUIP-T PODAL EQUIP-T MODAL FERIOD.

ACCEI.-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N 0.00552 0.0552 0.02464 0.1142 0.06311 0.2094 0.16160 0.0850 0.42180 0.0882 0.01000 0.0623 0.02512 0.1' 3 0.06433 0.2170 0.16473 0.0839 0.42997 0.0886 0.01019 0.0629 0.02561 0.1216 0.06558 0.2261 0.16792 0.0827 0.43830 0.0890 0.01039 0.0635 0.02610 0.1255 0.06685 0.2360 0.17117 0.0815 0.44679 0.0895 0.01059 0.0642 0.02661 0.1296 0.06814 0.2466 0.17449 0.0806 0.45544 0.0899 0.01040 0.0648 0.02713 0.1347 0.06946 0.2568 0.17787 0.0800 0.46427 0.0903 0.01101 0.0655 0.02765 0.1412 0.07081 0.2678 0.18132 0.0799 0.47326 0.0907 0.01122 0.0663 0.02819 0.1481 0.07218 0.28s2 0.18483 0.0800 0.48243 0.0912 j

0.01144 0.0672 0.02873 0.1548 0.07358 0.2977 0.18841 0.0801 0.49178 0.0916 0.01166 0.0682 0.02929 0.1610 0.07500 0.3164 0.19206 0.0804 0.50131 0.0921 0.01189 0.0692 0.02986 0.1663 0.07646 0.3351 0.19578 0.0809 0.51102 0.0926 0.01212 0.0703 0.02991 0.1664 0.07794 0.3525 0.19957 0.0815 0.52092 0.0931 0.01235 0.0713 0.03044 0.1621 0.07945 0.3691 0.20344 0.0821 0.53101 0.0936 0.01245 0.0716 0.03103 0.1569 0.08010 0.3716 0.20738 0.0827 0.54130 0.0942 j

0.01259 0.0718 0.03163 0.1521 0.08099 0.3643 0.21140 0.0832 0.55178 0.0947 0.01283 0.0719 0.03224 0.1475 0.08256 0.3459 0.21549 0.0838 0.56247 0.0953 0.01308 0.0722 0.13286 0.1432 0.08416 0.3295 0.21967 0.0844 0.57337 0.0958 0.01334 0.0726 0.03350 0.1399 0.08579 0.3129 0.22392 0.0849 0.58448 0.0963 0.01359 0.0730 0.03415 0.1373 0.08745 0.2967 0.22826 0.0855 0.59580 0.0968 0.01386 0.0735 0.03481 0.1352 0.08914 0.2822 0.23268 0.0860 0.60735 0.0973 0.01413 0.0742 0.03549 0.1335 0.09087 0.2694 0.23719 0.0866 0.61911 0.0978 0.01434 0.0747 0.03617 0.1320 0.09263 0.2582 0.24179 0.0748 0.63111 0.0982 0.01440 0.J748 0.03687 0.1306 0.09443 0.2481 0.24647 0.0753 0.64333 0.0986 0.01468 0.0752 0.03759 0.1291 0.09626 0.2385 0.25125 0.0757 0.65580 0.0990 0.01496 0.0757 0.03832 0.1266 0.09812 0.2278 0.25611 0.0762 0.66850 0.0994 0.01525 0.0764 0.03906 0.1255 0.10002 0.2176 0.26108 0.0767 0.68145 0.0997 0.01555 0.0771 0.03982 0.1246 0.10196 0.1850 0.26313 0.0771 0.69466 0.0999 0.01585 0.0780 0.04059 0.1249 0.10394 0.1734 0.27129 0.0776 0.70811 0.1001 0.01616 0.0789 0.04137 0.1264 0.10595 0.1610 0.27655 0.0781 0.72183 0.10C3 0.01647 0.0799 0.04218 0.1283 0.10800 0.1491 0.28190 0.0785 0.73582 0.1003 0.01679 0.0E39 0.04299 0.1304 0.11009 0.1409 0.28737 0.0790 0.75007 0.1003 0.01711 0.0821 0.04383 0.1330 0.11223 0.1340 0.29295 0.0794 0.76461 0.1003 0.01745 0.0832 0.04468 0.1350 0.11440 0.1260 0.29861 0.0799 0.77942 0.1001 0.01778 0.0844 0.04554 0.1393 0.11662 0.1188 0.30439 0.0804 0.79452 0.0998 O.01813 0.0856 0.04642 0,1427 0.11888 0.1134 0.31029 0.0808 0.80991 0.0993 0.01848 0.0867 0.04732 0.1463 0.12118 0.1090 0.31630 0.0813 0.82560 0.0985 0.01884 0.0878 0.04824 0.1497 0.12353 0.1052 0.32243 0.0818 0.84160 0.0970 0.01920 0.0890 0.04917 0.1528 0.12592 0.1021 0.32868 0.0823 0.85790 0.0954 0.01957 0.0903 0.05013 0.1560 0.12836 0.0996 0.33504 0.0827 0.87452 0.0939 0.01995 0.0917 0.05110 0.1593 0.13065 0.0974 0.34154 0.0832 0.89146 0.0923 0.02034 0.0931 0.05209 0.1627 0.13338 0.0955 0.34815 0.0837 0.90874 0.0906 0.02073 0.0947 0,05310 0.1665 0.13597 0.0939 0.35490 0.0842 0.92634 0.0890 0.02114 0.0962 0.05413 0.1704 0.13860 0.0921 0.36177 0.0846 0.94429 0.0873 0.02155 0.0977 0.05517 0.1746 0.14129 0.0906 0.36878 0.0851 0.96258 0.0855 0.02196 0.0994 0.05624 0.1788 0.14402 0.0892 0.37593 0.0855 0.98123 0.0838 0.02239 0.1012 0.05733 0.1829 0.14681 0.0880 0.38321 0.0860 1.00000 0.0820 0.02282 0.1032 0.05844 0.1872 0.14966 0.0871 0.39063 0.0864 0.02327 0.1054 0.05958 0.1918 0.1525b 0.0864 0.39820 0.0869 0.02372 0.1070 0.06073 0.1970 0.15551 0.0860 0.40592 0.0873 0.02418 0.1109 0.06191 0.2028 0.15853 0.0859 0.41378 0.0878

"""* MAXIMUM MODAL ACCELERATION OF 0.3716 OCCURS FOR EQUIPMENT PERIOD = 0.0801 " " * *

CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORtc NUMBER OF STRUCTURE tODES = 5 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING IN EQUIPMENT = 5.0 PER CENT INPUT DATA FOR MASS POINT 4 X QUAKE X RESPONSE MODE NATURAL PERIOD MAXIMUM ACCELERATION PARTICIPATION FACTOR MCDE SHAPE gal-446 2 92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering Instructi:n No. 2 SUBJECI IDENTWER PAGE FPC Crystal River #3 Roor Response Spectrum Generation DC-5520-163-0SE 7

OF -

REV.l d

]

y

]3 CALCULATION

]

MICRORLMED PAGES ORIGINATOa S.J.Serhan

ygo, DATE 09/23/93 1

0.800958E-01 0.816739E-01 0.247693E+02 0.505053E-01 2

0.299064E-01

-0.139875E-01 0.111819E+02

-0.225865E-01 3

0.143364E-01

-0.191501E-02 0.135107E+01

-0.269568E-01 4

0.124523E-01 0.199148E-02

-0.125063E+01

-0.304813E-01 5

0.552165E-02

-0.635951E-05

-0.239214E+00 0.517796E-03 i

C13 REACTOR BLDG INTER 70R. FLOOR RESPONSE SPECTRUM / FLOR T l

CROS OUTPUT DATA FOR MASS POINT 4 X QUAKE X RESPONSE - AT ELEVATION 160.00 EQUIP-T MODAL EQUIP-T BODAL EQUIP-T mDAL EQUIP-T WDAL EQUIP-T mDAL PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N 0.00552 0.0834 0.02464 0.1325 0.06311 0.3416 0.16160 0.0881 0.42180 0.0882 0.01000 0.0889 0.02512 0.1350 0.06433 0.3544 0.16473 0.0868 0.42997 0.0886 0.01019 0.0894 0.0';261 0.1376 0.06558 0.3695 0.16792 0.0854 0.43830 0.0890 0.01039 0.0899 0.02610 0.1403 0.06685 0.3861 0.17117 0.0841 0.44679 0.0895 0.01059 0.0904 0.02661 0.1432 0.06814 0.4036 0.17449 0.0829 0.45544 0.0899 0.01080 0.0910 0.02713 0.1466 0.06946 0.4206 0.17787 0.0821 0.46427 0.0903 0.01101 0.0915 0.02765 0.1507 0.07081 0.4389 0.18132 0.0819 0.47326 0.0907 0.01122 0.0921 0.02819 0.1551 0.07216 0.4594 0.18483 0.0819 0.48243 0.0912 0.011'4 0.0927 0.02873 0.1595 0.07358 0.4882 0.18841 0.0820 0.49178 0.0916 0.01166 0.0934 0.02929 0.1638 0.07500 0.5191 0.19206 0.0823 0.50131 0.0921 0.01189 0.0940 0.02986 0.1677 0.07646 0.5501 0.19578 0.0827 0.51102 0.0926 0.01212 0.0947 0.02991 0.1678 0.07794 0.5787 0.19957 0.0834 0.52092 0.0931 0.01235 0.0954 0.03044 0.1668 0.07945 0.6061 0.20344 0.0840 0.53101 0.0936 0.01245 0.0957 0.03103 0.1656 0.08010 0.6102 0.20738 0.0846 0.54130 0.0942 G,

0 0125S 0.0960 0.03163 0.1648 0.08099 0.5982 0.21140 0.0852 0.55178 0.0947 0.01283 0.0965 0.03224 0.1641 0.08256 0.5677 0.21549 0.0857 0.56247 0.0953 0.01308 0.0971 0.03286 0.1638 0.08416 0.5407 0.21967 0.0863 0.57337 0.0958 O.01334 0.0977 0.03350 0.1640 0.08579 0.5133 0.22302 0.0869 0.58448 0.0963 0.01359 0.0984 0.03415 0.1647 0.08745 0.4865 0.22826 0.0875 0.59580 0.0968 0.01386 0.0991 0.03481 0.1658 0.08914 0.4626 0.23268 0.0880 0.60735 0.0973 0.01413 0.0*98 0.03549 0.1672 0.09087 0.4420 0.23719 0.0886 0.61911 0.0978 0.01434 0.

004 0.03617 0.1689 0.09263 0.4235 0.24179 0.0748 0.63111 0.0982 0.01440 0.1005 0.03687 0.1708 0.09443 0.4067 0.24647 0.0753 0.64333 0.0986 0.01=68 0.1011 0.03759 0.1670 0.09626 0.3908 0.25125 0.0757 0.65580 0.0990 0.01496 0.1017 0.03832 0.1699 0.09812 0.3732 0.25611 0.0762 0.66850 0.0996 0.01525 0.1025 0.03906 0.1733 0.10002 0.3563 0.261Gs 0.0767 0.68145 0.0997 0.01555 0.1032 0.03982 0.1770 0.10196 0.1994 0.26613 0.0771 0.69466 0.0999 0.01585 0.1039 0.04059 0.181S 0.10394 0.1867 0.27129

~0.0776 0.70811 0.1001 0.01616 0.1047 0.04137 0.1873 0.10595 0.1731 0.27655 0.0781 0.72183 0.1003 0.01647 0.1056 0.04218 0.1932 0.10800 0.1600 0.28190 0.0785 0.73562 0.1003 4

0.01679 0.1065 0.04299 0.1993 0.11009 0.1510 0.28737 0.0790 0.75007 0.1003 0.01711 0.1074 0.04383 0.2057 0.11223 0.1434 0.29293 0.0794 0.76461 0.1003 j

0.01745 0.1084 0.04468 0.2122 0.11440 0.1346 0.29861 0.0799 0.77942 0.1001 0.01778 0.1093 0.04554 0.2189 0.11662 0.1266 0.30439 0.0804 0.79452 0.0998 0.01813 0.1101 0.04642 0.2256 0.11888 0.1206 0.31029 0.0808 0.80991 0.0993 0.01848 0.1111 0.04732 0.2323 0.12118 0.1156 0.31630 0.0813 0.82560 0.0985 0.01884 0.1121 0.04824 0.2387 0.12353 0.1115 0.32243 0.0818 0.84160 0.0970 0.01920 0.1131 0.04917 0.2444 0.12592 0.1080 0.32868 0.0823 0.85790 0.0954 0.01957 0.1142 0.05013 0.2501 0.12836 0.1052 0.33504 0.0827 0.87452 0.0939 0.01995 0.1153 0.05110 0.2560 0.13085 0.1027 0.34154 0.0832 0.89146 0.0923 0.02034 0.1165 0.05209 0.2621 0.13338 0.1005 0.34815 0.0837 0.90874 0.0906 0.02073 0.1177 0.05310 0.2687 0.13597 0.0986 0.35490 0.0842 0.92834 0.0890 0.02114 0.1190 0.05413 0.2756 0.13860 0.0967 0.36177 0.0846 0.94429 0.0873 0.02155 0.1203 0.05517 0.2826 0.14129 0.0948 0.36878 0.0851 0.96258 0.0855 0.02196 0.1216 0.05624 0.2898 0.14402 0.0932 0.37593 0.0855 0.98123 0.0838 0.02239 0.1231 0.05733 0.2968 0.14681 0.0919 0.38321 0.0860 1.00000 0.0820 0.02282 0.1246 0.05844 0.3041 0.14966 0.0908 0.39063 0.0864 0.02327 0.1263 0.05958 0.3120 0.15256 0.0900 0.39820 0.0869 i

0.02372 0.1281 0.06073 0.3207 0.15551 0.0895 0.40592 0.0873 0

0.02418 0.1302 0.06101 0.3305 0.15853 0.0890 0.41378 0.0878

- "~ MAXIM'JM MODAL ACCELERATION OF 0.6102 OCCURS FOR EQUIPMENT PERIOD = 0.0801 CR3 REACTOR BLDG INTERIOR, FLOOR RESPONSE SPECTRUM /FLORPO NUMBER OF STRUCTURE N DES = 5 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

i Engineering instrtactirn Na 2 SUBJECT IDENTIRER PAGE FPC-Crystal River #3 Roor Response Spectrurn Generation DC-5520-163-0SE 8

OF REV.l

]

CALCULATION 3

MICROFILMED PAGES j

ORIGINATOR S.J.Serhan WO.

]

DATE 09/23/93 FRACTION OF CRITICAL DAMPING IN STRUCTURE = 2.0 PER CENT FRACTION OF CRITICAL DAMPING II: EQUIENENT = 5.0 PER CENT INPUT DATA FOR MASS PCINT 5 X QUAKE X RESPONSE MODE NATURAL PERIOD HAXIMUM ACCELEEATION PARTICIPATION FACTOR MODE SHAPE 1

0.800958E-01 0.996124E-01 0.247693E+02 0.615980E-01 2

0.299064E-01

-0.327450E-01 0.111819E+02

-0.528764E-01 3

0.143364E-01 0.90266E-02 0.135107E+01 0.985732E-01 4

0.124523E-01

-0.353279E-02

-0.125063E+01 0.540722E-01 5

0.552165E-02

-0.174608E-05

-0.239214E+00 0.153347E-03 CR3 REACTOR BLDG INTERIOR. FLOOR RESPONSE SPECTRUM /FLORPO CROS OUTPUT LATA FOR MAS 3 POINT 5 X QUAKE X RESPONSE - AT ELEVATION 180.50 EQUIP-T MODAL EQUIP-T PODAL EQUIP-T PODAL EQUIP-T PODAL EQUIP-T PODAL PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEL-N PERIOD ACCEI.-N 0.00552 0.1075 0.02464 0.2064 0,06311 0.4171 0.16160 0.0860 0.42180 0.0882 0.01000 0.1190 0.02512 0.2124 0.06433 0.4325 0.16473 0.0849 0.42997 0.0886 j

0.01019 0.1198 0.02561 0,2186 0.06558 0.4511 0.16792 0.0836 0.43830 0.0890 0.01039 0.1208 0.02610 0.2249 0.06685 0.4712 0.17117 0.0824 0.44679 0.0895 0.01059 0.1217 0.02661 0.2318 0.06814 0.4926 0.17449 0.0813 0.45544 0.0899 0.01080 0.1227 0.02713 0.2402 0,06946 0.5133 0.17787 0.0807 0.46427 0.0903 0.01101 0.1238 0.02765 0.2508 0.07081 0.5355 0.18132 0.0805 0.47326 0.0907 0.01122 0.1249 0.02819 0.2620 0.07218 0.5606 0.18483 0.0806 0.48243 0.0912 9

0.01144 0.1261 0.02873 0.2732 0.07338 0.5957 0.18841 0.0807 0.49178 0.0916 0.01166 0.1275 0.02929 0.2834 0.07500 0.6334 0.19206 0.0810 0.50131 0.0921 0.01189 0.1289 0.02986 0.2922 0.07646 0.6711 0.19578 0.0815 0.51102 0.0926 0.01212 0.1304 0.02991 0.2924 0.07794 0.7060 0.19957 0.0821 0.52092 0.0931 0.01235 0.1319 0.03044 0.2859 0.07945 0.7394 0.20344 0.0827 0.53'01 0.0936 0.01245 0.1326 0.03103 0.2781 0.08010 0.7445 0.20738 0.0833 0.54130 0.0942 0.01259 0.1332 0.03163 0.2710 0.08099 0.7298 0.21140 0.0839 0.55178 0.0947 0.01283 0.1344 0.03224 0.2643 0.08256 0.6927 0.21549 0.0844 0.56247 0.0953 0.01308 0.1359 0.03286 0.2581 0.08416 0.6597 0.21967 0.0850 0.57337 0.0958 0.01334 0.1375 0.03350 0.2536 0.08579 0.6263 0.22392 0.0856 0.58448 0.0963 0.01359 0.1393 0.03415 0.2502 0.08745 0.5936 0.22826 0.0861 0.59580 0.0968 0.01386 0.1412 0.03481 0.2477 0.08914 0.5645 0.23268 0.0867 0.60735 0.0973 0.01413 0.1431 0.03549 0.2459 0.09087 0.5393 0.23719 0.0873 0.61911 0.0978 0.01434 0.1443 0.03617 0.2445 0.09263 0.5168 0.24179 0.0748 0.63111 0.0982 0.01440 0.1445 0.03687 0.2433 0.09443 0.4963 0.24647 0.0753 0.64333 0.0986 0.01468 0.1448 0.03759 0.2105 0.09626 0.4769 0.25125 0.0757 0.65580 0.0990 0.01496 0.1454 0.03832 0.2129 0.09812 0.4554 0.25611 0.0762 0.66850 0.0994 0.01525 0.1463 0.03906 0.2162 0.10002 0.4348 0.26108 0.0767 0.68145 0.0997 0.01555 0.1473 0.03982 0.2199 0.10196 0.1899 0.26613 0.0771 0.69466 0.0999 0.01585 0.1480 0.04059 0.2251 0.10394 0.1779 0.27129 0.0776 0.70811 0.1001 0.01616 0.1494 0.04137 0.2314 0.10595 0.1651 0.27655 0.0781 0.72183 0.1003 0.01647 0.1510 0.04218 0.2382 0.10800 0.1528 0.28190 0.0785 0.73582 0.2003 0.01679 0.1527 0.04299 0.2452 0.11009 0.1443 0.28737 0.0790 0.75007 0.1003 0.01711 0.1545 0.04383 0.2527 0.11223 0.1372 0.29293 0.0794 0.76461 0.1003 0.01745 0.1564 0.04468 0.2604 0.11440 0.1289 0.29861 0.0799 0.77942 0.1001 0.01778 0.1502 0.04554 0.2684 0.11662 0.1214 0.30439 0.0804 0.79452 0.0998 0.01813 0.1581 0.04642 0.2764 0.11888 0.1158 0.31029 0.0808 0.80991 0.0993 0.01848 0.1600 0.04732 0.2845 0.12118 0.1112 0.31630 0.0813 0.82560 0.0985 0.01884 0.1620 0.04824 0.2922 0.12353 0.1073 0.32243 0.0818 0.84160 0.0970 0.01920 0.1641 0.04917 0.2990 0.12592 0.1041 0.32868 0.0823 0.85790 0.0954

)

0.01957 0.1663 0.05013 0.3060 0.12836 0.1015 0.33504 0.0827 0.87452 0.0939 0.01995 0.1687 0.05110 0.3131 0.13085 0.0992 0.34154 0.0832 0.89146 0.0923 0.02034 0.1712 0.05209 0.3204 0.13338 0.0972 0.34815 0.0837 0.90874 0.0006 0.02073 0.1737 0.05310 0.3284 0.13597 0.0955 0.35490 0.0842 0.92634 0.0800

[m O.02114 0.1764 0.05413 0.3368 0.13860 0.0937 0.36177 0.0846 0.94429 0.0873

\\d 0.02155 0.1790 0.05517 0.3454 0.14129 0.0920 0.36878 0.0851 0.96258 0.0855 0.02196 0.1818 0.05624 0.3541 0.14402 0.0905 0.37593 0.0855 0.98123 0.0838 0.02239 0.1848 0.05733 0.3626 0.14681 0.0893 0.38321 0.0860 1.00000 0.0820 gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

.=

Engintering instruction No. 2 SUBJECI IDENWEH PAGE FPC Crystal River #3 Floor Response Spectrum Generation DC-5520-163-0SE 9

OF REV.l

[

]1

]2

]3 CALCULATION T

MICROFILMED PAGES ORIGINATOR S.J.Serhan wo, DATE 09/23/93 0.02282 0.1882 0.05844 0.3714 0.14966 0.0883 0.39063 0.0864 0.02327 0.1919 0.05958 0.3810 0.15256 0.0876 0.39820 0.0859 0.02372 0.1960 0.06073 0.3916 0.15551 0.0872 0.40592 0.0873

)

0.02418 0.2009 0.06191 0.4036 0.15853 0.0868 0.41378 0.0878

- - - - MAXIM'JM HODAL ACCELERATION CF 0.7465 OCCURS FOR EQUIPMENT PERIOD = 0.0801 *"****

l I

i O

gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

Engineering instructi:n Ns. 2 SUBJECT IDENTIFIER PAGE FPC Crystal River Unit 3 Floor Response Spectrum Generation DC-5520-163.0SE p

9 MICROFILMED PAGES ORIGINATOR S.J. Serhan WO.

DATE 09/23/93 ATTACHMENT C DESIGN VERIFICATION RECORD i

l gal-446 2-92 THIS IS A PERMANENT RECORD DO NOT DESTROY

l l

j DCP 2.05 e t$ 91t%

DESIGN VERIFICATION RECORD PAGE OF 3 r

3 PROJECT: Crystal River Unit 3

SUBJECT:

FPC-Crystal River # 3-Floor Response Spectrum Generation IDENTtFIER: DC-552016 l

k

)

DISCIPUNE NAME AND NUMBER: Structural / Piping 2241 & 2242 W.O. 04-5520-163 A

Samir J. Serhan Gary M. Jackson

)

ORGINATOR PfCJECT ENQiNEER THIS DOCUMENT CONTAINS PREUMINARY DATA / ASSUMPTIONS:

NO

/

YES PAGE(S)

N /A A COMPUTER PROGRAM WAS:

VAUDATED & USED WITHIN MUST BE VERIFIED I

NOT USED

/ USED UMITS OF VERIFICATION TOGETHER WITH CALC.

PROGRAM SYSTEM NAME E

(1) FLORMO V

I (2) S143 1

d (3)

VERIFICATION PACKAGE (IDENTIFY EACH ITEM)

DOCUMENTS TO BE VERIFIED E

.RE (1) Calculation # DC-5520-163.0SE 0

(4)

(2)

(5)

(3)

(6)

SUPPORTING DOCUMENTS

.RE E

(1) See Peoe 5 (6)

(2)

(7)

(3)

(8)

(4)

(9)

W e 3. % M 9/zs/93 ORGINATOR. SGNATURE DATE B

NO VERIFICATION REQUIRED PER DCP 2.05:

REASON:

VERIFICATION REQUIRED (CHECK METHOD (S)):

DESIGN REVIEW ALTERNATE CALCUt.ATION OUAUFICATION TESTING IDENTIFICATION OF VERIFIER /V"n'":0.".T:ON TL..

Ru-Sha Chana 4 -

Cf Z3 33

-e...--

,E Gu.=6 2-re

m__

DCP 2.05 W.O. 04-5520-163 IDENTIFIER: DC-5520-163.0SE I

i C

CONCURRENCE WITH SELECTION OF VERIF R(S):

PAGE 3 oF 3

~

A.

7/2 3

oisceuse esise suoisesas siosarune

/

/ oars D

EXTENT OF VERIFICATION:

COMPUTER PROGRAM USE (IF APPUCABLE):

(1)

PROGRAM IS VAUDATED PER DCP 1.40 AND HAS BEEN USED WITHIN PROGRAM NAME(S)

THE ESTABUSHED UMITS OF VERIFICATION AS SHOWN ON THE PROGRAM VERIFICATION RECORDS. A COPY OF THE DVR HAS BEEN SENT TO THE MANAGER OF ENGINEERING SERVICES.

l (2) FLORMO and S143 PROGRAM IS NOT VAUDATED OR NOT USED WITHIN THE UMITS OF PROGRAM NAME(S)

VERIFICATION. THE PROGRAM IS VERIFIED TOGETHER WITH THIS CALCUl.ATION AS DESCRIBED BELOW.

Detailed Review of Calculation # DC-5520-163.0SE Revision 0 oer DCP 2.05.

FLORMO run was made for 0 5% eauioment damoina and results were comoared with the desian basis floor l

soectrum curve in Reference f31. Comolete aareement is achieved.

Results of the S143 oroaram are verified tooether with this calculation.

RESULTS OF VERIFICATION:

l Reviewer thorouably reviewed the analvtical orocedure utilized. results obtained. and conclusions.

Reviewer concurs with the findinas of this calculation.

Calculation # DC-5520-163.0SE Revision 0 is comolete and acceptable.

l l

ATTESTATION:

l l

THIS DESIGN VERIFICATION WAS PERFORMED IN ACCORDANCE WITH DCP 2.05.

1

/P. PL-1l'a /n l

veniriens siosduns oAre Ej COMPLETION OF VERIFICATION AND APPROVAL:

t:d/ A ea w.s._

sie gal-466 2-92N

ML20151J464

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