ML17139B272

Dynamic Qualification for Msiv.

ML17139B272
Person / Time
Site:	Susquehanna
Issue date:	12/21/1982
From:	GENERAL ELECTRIC CO.
To:
Shared Package
ML17139B271	List: ML17139B270 ML17139B272
References
PROC-821217, NUDOCS 8301110485
Download: ML17139B272 (76)

Text

KRI-82l-FO " ~hase III SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 Sc 2 DYNAMICQUALIF)CATION COMPONENT NAME: Hain Steam Esolat)on Valve MPL OR EDL ITKlN NO.: 2l- 022 028 MPL

REFERENCE:

23SX113AE Rev. 21 EQUIPMENT CLASSIFICATION: mI ACTIVE 0 PASSIVE THE SEISMIC OUALIFICATIONREPORT(S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REOUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC OUALIFICATIONREVIEW TEAM (SORT) REOUIREMENTS.

PREPARED BY: Cl de IIfeh DATE GE - HPSED ORGANIZATION REVIEWED BY: DATE Zf ~ Z SORT PROGRAM MA AGER DATE RESPONSIBLE DESIGN ENGINEER GENERAL ELECTRIC 830i 110485-82i228=- ----

PDR 'DOCK- 05000387

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QUALIFICATION

SUMMARY

1. COMPONENT Main Steam Isolation Valve NAME'.

821-F022, F028 MPL OR EDL ITEM NO

3. QUALIFICATIONDOCUMENTATION IENCLOSED WITH THIS REPORT)

A. QUALIFICATION

SUMMARY

OF EQUIPMENT (SORT FORM). INCLUDINGREQUIRED RESPONSE SPECTFIA WITH TRS PLOTTED ON RRS GRAPH, AS APPROPRIATE Attached B SORT EVALUATIONFLOW CHARTS IMARKED TO SHOW DECISION PATH)

Attached C REFERENCE DOCUMENTS REFERENCE DOCUMENT REVISION OR NUMBER IDENTIFICATION DATE TITLE/SUBJECT 1 VPF 3180-1-6 4 26" Main Steam Isolation Valve NEDO 22177 August '82 Final Test Report for Susquehanna 1 5 2 26" MSIV Actuator Dynamic gualification Test Letter Report 6/16/82 Susquehanna Main Steam Line Piping Analysis Letter Report.

Report of New Load Evaluation D ADDITIONALSUPPORTING DOCUMENTS DOCUMENT REVISION OR IDENTIFICATION DATE TITLE/SUBJECT 21A9257 General Requirements for gain Steam Isolation Valves f tp<(> +

( s QUALIFICATION

SUMMARY

(CONTINUED)

MPL ITEM NO 821-F022 28

4. REQUIREMENTS The Main Steam Isolation Valves (MSIV's) are mounted onto and supported by the main steam lines. The loadings imposed on the MSIV are transmitted through the main steam lines..Required Response Spectra inputted from the main steam lines to the MS'are shown as attachments 10a thru 10x, and include both seismic and hydrodynamic loads (Refer ence 1).

The function of the MSIV is to provide quick closing isolation for high pressure service during emergency conditions.

5 DEMONSTRATED CAPABILITY The MSIV top work assembly including the yoke assembly, limit switches, actuator and control assembly has been tested to the test response spectra (TRS) as shown in the attached Figures 10a thru 10x (Ref. 2) which envelope the r'equired response spectra. Operability of the val.ve was also demonstrated during the testing. In addition, analyses were used to show that pressure integrity was maintained during the faulted event (Ref. 3).

6. RATIONALE FOR QUALIFICATIONCERTIFICATION IINCLUDE DECISION ANALYSISWITH COMPARISON TO ACCEPTANCE CRITERIA, APPROACH FQR DEMONSTRATING OPERABILITY. AND CONSIDERATION OF HIGH-FREQUENCY RESPONSE >

1. The MSIV body is rigid in the frequency range of seismic and hydrodynamic loadings. Therefore, each valve body was modelled and analyzed as part of the main steam piping.

2. The MSIV operability was then demonstrated by testing the top work alone.

The MSIV stem motion was also tested in the program.

3. Pressure in the valve cavity was not included in the test, however, this is conservative because the action of the steam flow assi'sts the disc motion into the closed position. As the stem stroke time requirements was met even without the assistance of the flow, the effect of the flow can be disregarded. It is not necessary to consider that the flow will cause the MSIV to close too fast either because the MSIV motion is controlled by a hydraulic damper that, is pre-set to maintain the operation.

0>NO 3

QUALIFICATION

SUMMARY

{CONTINUED)

6. RATIONALE FOR QUALIFICATIONCERTIFICATION {CONTINUED)

4. The NSIV safety function is to close on command. Hence, it is not important to simulate the. effect of pressure on valve opening.

S. In the test, the stem was guided at the packing chamber only. For in plant service, the valve disc will also be guided by the hardfaced guide ribs. Those will provide better alignment for the closure action. Hence it is conservative .$ f not included t'e valve body in the test.

6. As the NSIV top work withstood TRS in excess of the RRS, and it is conservative to test the top work without the body, it is concluded that the line.

HSIV is qualified for the loads identified for the worst case steam Both seismic and hydrodynamic loads were considered in the evaluation.

MPL. 1-F022, F028 ualiffcatfon Sunna of E uf nt

>~ Plant Name: Susquehanna ~T)e:

Utflfty: Penns 1 n ight

2. NSSS: GE RgE:, Bechtel o ~gg Ilt s I 1 i vl

1. Scope: [X) NSSS 5 ) BOP

2. Yiodel Number: 21283-H Quantity: 8 Note 1 3- Vendor: Atwood 8 I'forr i11 Co.

4. If the component is a cabinet or panel, name and model No. of the devices included: No

5. Physical Description a. Appearance Y- attern

b. Dimensions 63" long x 26" pi e with a 142"

c. Weight 12,300 lb dry and 13 400 lb wet

6. Location: Building: Drywell Elevation: 71g'

~ pie'Id Mounting Conditions [ 3 BoIt (No.,

Meld (Len~gt Size ) Note 2

) Butt weId to connecting piping

8. a. System in which located: Main Steam

h. Functional Descrfptfon: Provide Uick p rfe tZIZQu&R~

pressure service during e c d

c. Is the equipment required for ( 3 Not Standby f )3 Soth f) Neither

9. Pertinent Reference Design Specf ficatfons: 2 Note 1: Onl the testing.

1 d of the worst case va1ve were used in the ana'Iy 'd8 Note 2: The top work incIuding the va1ve cover is bo1ted to the va1ve body with twenty 2" studs

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Equioment m m ha m Available a>> a ~ m a mm m a a for mm ~ a aInspection m a mmm a a a a a ainm the Plant: 9 3 m

Zcs f3 No IVY Equipment gualification Method:

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f3 Test t. 3 Analysis EQ C>4ination of Test and Analysis gualification Report: Final Test Report for Susquehanna 1 5 2 26" NSIV Actuator ynamVc qua scat on est (No., Title and Date) ~~>>aea~ NEDO 22177 ls>>mme~>>~~a~~

Ja~Auaust 1982 Conpany that Prepared Report: General Electric Corpany that Revimed Report: Genera1 Electric V. Vibration Input:

1. Loads considered: a. t: 3 Seismic only

b. [ 3 Hydrodynamic only

c. iX3 Conhination of (a) and (b)

2. method of Conhining RRS: f 3 Absolute Sum, gx3 SRSS j3

3. Required Response Spectra (attach the graphs): pi~uses% %%10a  % A>> ~

thru% %%10x%a>> &% \ <<>>

4. Da, ingg Corresponding to RRS: OBE 4g SSE

&% %>> &% Q A4X a ~ &% A>>w~&

5. Required Acceleration in Each Direction: 5 3 GAPA i 3 Other OBE S/5 ~ N/A F/B ~ V SSE S/S 0 F/B V

6. Mere fatigue effects or other vibration loads considered?

fX3 Yes [ 3 No If yes, describe loads considered and her they were treated in overall qualification program: (he~pl fgtiglje gggt jgg~~g ~~~~~~~g~Qp per the applicable ASIDE

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Code'ENOTE:

If Nore than one report complete items IV thru VII for each report.

l2/80

-B- gpL. 821-F022, I'028

~If ~alfffcatfon && by ~ &

VI. & &&A ~

'a &&% '%

Test, then

&~ Wa &A ~&%

Comt)Tete~:~ random

1. f 3 Single Frequency t:)Q Nultf-Frequency: sfne beat

2. f g Single Axfs EX3 Nultf-Axfs Note 3 No. of guaTfffcatfon Tests: OBE 5 SSE 1 Other

~specky)

i. Frequeng Range: 1-100 Hz

5. Natural Frequencfes fn Each Direction (Side/Side, Front/Sack, Vertfcal):

{Ref. Figures S/S >> 10 F/B >> 11 V>> 10 3A thru SA and Ref. 2)

6. Method of Determining Natural Frequencies fX3 Lab Test f3 In-Situ Test t; 3 Analysfs

7. TRS envelopfng RRS using Hultf-Frequency Test t.X3 Yes {Attach TRS 5 RRS graphs)

I 3 No 10a thru 10x

8. Input g-level Test: OBE S/S ~NA F/B V>>

SSE S/S >> F/B >> V>>

9e Laboratory Nountfng:

1 {11 Bolt {Ro. Ro, S<se R" ) E 3'Meld {Le'ngth ) {3

10. Functional operability verified: EXES Yes f. 3 No t. j Not Applicable

11. Test Results Snclud>ng sndlflcatlons made: The valve to work erformed all safety functions durinq the test

12. Other test perforttl.d (such as agfng or fragility test, )ncluding results}:

N/A

~Note: If qualification by a conbfnatfon of test and analysis also coaplete Item VII.

Note: 5 DBE 5 1 SSE were tested for each combination of vertical and one principal hor izontal axis.

12(BO .'/

If gualfffcatfon by Analysfs. then complete:

VII. aaaaaaaaaaaaaaaaaaa<<aaaaaaaaaaaaaaaaaaaaaaaaa I. method of Analysfs:

E 3 Statfc Analysfs E 3 Equfvalent Statfc Analysfs Q(3 Dynamfc Analysfs: E 3 Tfae-Hfstory EX3 Response Spectrum

2. Natural Frequencfes fn Each Dfrectfon (Sfde/Sfde, Front/Back, Vertfcal):

S/S N/A F/B ~

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3. Hodel Type: 9(3 3D E32D E3)D E 3 Ffnfte Element E 3 Beam E 3 Closed Form Solutfon

4. fg 3 Computer Codes:

Frequency Range and No. of modes consfdered:

E 3 Hand Calculatfons S. Nethod of Conbfnfng Dynamfc Responses: f 3 Absolute Sum EX3 SRSS E 3 Other: <<<<a\

)spec>ty)

6. Daaping: OBE 4S SSE 4S Bas1s for the dasqfng used: .Test Data 7 Support Consfderatfons fn the aedel: Per drawinELfn Attachment 1

8. Crftfcal Structural Elements:

Governf ng Load or Response Sef smf c Total Stress A. ident) ff catf on Locatf on Combf natf on Stress Str ess Al 1 owabl e Node 75 'Yalve (See. Attach. 1) 8209 0,4638 Inlet Table E-6 Node 81 Valve 8226 0.4647 Attach. 1 Discharge Haxfmm Allowable Deflectfon B. Nax. Crftfcal to Assure Functfonal Opera-Deflectfon Locatfon bflfty

)2/8O

@PL No.. B21-F022, F020

'BATE- i219102 KCl5 i% POINT OKClStOM dna/Or IASIS FOR gag)5]ON Seismic Category 1? l. Yes

2. Equipment qualified to S(RT? 2. Not previously.

3. Original qualified by test or analysis? 3. Test for operability. Analysis for structural integrity.

A~nal sis

4. Frame type structural? 4. No.

5. Analysis accounted for closely spaced 5. Yes.

modes?

6. Analysis accounted for 3-D effects? 6. Yes.

7. Re-evaluation meet design requirements? 7. Yes.

8. Operability demonstrated? 8. By test (see below).

Test

,9. Fund.freq. above load high freq. 9. No.

asymtote.

10. CaIculated TRS bounds RRS? 10. Yes.

",: Operability demonstrated? 11. Yes,

12. qua'Iified to SgRT? 12. Yes (preliminary evaluation). Loads for the other seven HSIV's need to be evaluated for completeness.

LIST SEISMIC CATEGORY I EQUIPMENT AND SUPPORTS REQUIRED TO MEET SORT REQUIREMENTS IDENTIFY COMSINED hhj (SEISMIC ANO HYDRODYNAMICRESPONSES} QUALIFIED TO SORT I

EQUIPMENT SAME OR DYNAMICALLY YES OPERAblLITY SIMILAR TO EQUIPMENT ALREADY.OR SOON TO 4E. DEMONSTRATED QUAUF I ED TO SQRT 7 REQUIREMENTS NO RENUALIFICATION REQUIRED NOTE,, 2 NOTE 1 ORIGINAL L IS FIG. QUALIFICATION 4Y FIG.

2 ANALYSIS OR 4 TEST NOTE 1: For operobi)ity.

NOTE 2: For structura1 $ ntegrjty, Figure 1. SQRT Re-Evaluation Flo~ Chart

ORIGINAI. OVALIF ICA T I ON BY ANALYSIS YE5 fRAME TYPt STRUCTURE OYHAMICMODELING AND RESONANCE FREQUENCIES QUALIF ICATION bY STATIC COEFFICIENT ANALYSIS 7 RIGID EQUI PM EH T fLEXIbLE EQUIPMENT lul ~ Zth I Zth l YES STATIC ANALYSI 5 33 HKallC&ZPA DYNAMIC ANAI.YSIS "5" ORIGINAL "I"ORIGINAL r YES PEAK "5" OF RRS ZPA TO FIG YES YES RE CALIFICATION REOUIREO YES OVALIF ICATIOH YI JVSTIF IEO STATIC f

COEF ICIENT ANAI.YSIS f

FOR RAME.TYPE STRUCTURES TO "5" ORIGINAL TO FIG. 3 YES PEAK 5" OF RRS lb 7 FIG. 3 3.0 Ef FECTS bETYTEEN 33 He ANO Ml Ef fECTS CUTOFf HO 'HIGH.fhEOUENCY A5YMPTOTE lztht OF THE RRS.

Flan! 2. SqHT Rn-Fvalii it)i>>i Fine Chart I)ualfficiitlon by AnaJyals

DYNAMIC ANALYSIS RESPONSE TIME HISTORY SPECTRUM ANALYSIS MODAL ANALYSIS OUALIFIEO TO SORT DID REEVALUATE TO NO ORIGINAL ACCOUNT FOR ANALYSIS ACCOUNT FO CLOSELYSPACEO CLOSELYSPACED MODES MODES NO OPERABILITY DEMONSTRATED OID DOES REEVALUATE TO ORIGINAL REEVALUATION NO EOUALIFICATION NO COMBINE 3 0 ANALYSIS COMBINE MEET DESIGN REQUIRED EFFECTS 3 0 EFFECTS REQUIREMENT 7

FROM FIG,1 STATIC ANALYSES YES Per Test If>>iil I I li 'it liin by Dyn;ImlC hii>>l yR iR i: ii.iiiU i. SI)l<'I'I -I'.V;ilu'it ii>>i V li W (:IIBrt

ORIGINAL OUALIfICATION BY TEST FROM SEISMIC FIG f SEISMIC LUS TO FIG LOADS HYDRODYNAMIC LOADS d EtXJ IPMENT HAVING EQUIPMENT HAVING EOUIPMENT HAVI/IG DISTINCT SINGLE MODE DISTINCT SINGLE MODE IOJLTIPLE FREQUENCY RESPONSE RESt6NSE WITHOUT RESPONSE WITH WITH CROSS COUPLING CROSS COUPLING CROSS COUPLING lTRSA t TRSB TRSC + ~,3 In NO CLOSELY CALCULATEDTRS E~ALIFICATION CALCULATEDTRS SPACED BOUNDS ARSE REOUIRED BOUNDS I A RRSP MOOESP I.~IRRSA 'RRSB t ,]II~ 'RSC YES OPERABILITY E OUALIFICATION DEMONSTRATED REQUIRED

((TRS t TRS l TRS i.. j~ 0 i4)(RRS BURRS Py RRSC QUALIFIED YES TO SORT Figure 4. SqRT Re-Evaluat fon F low Chart Or igina I Fqu l pment Qual i f f cat ion by Test-Seismic Loads

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SBl-CLOSED NKTHOD APPROX lOT10tl I 7-22-BN REVlS lON

0 RUN 25 TPPS21.N925 OBE 9X XA-YC DATE 5/1S/82 15 i 1N c N CHANNEL 3 TAB HZ1 DEClHATlON RAT10 2 7ii2 P01NTS ANALYZED DELTA T .NN4 1/ 5 OCTAVE 1NN.NN HZ Lt FlLTER 6 POLES i.NN X DAHPLNC START T1HE N.NNN SEC ENO T1HE 29.6is SEC N RECORDS SKlPPEO Zli RECORDS ANALYZED 1NN.N X AND N.N X RRS PLOTTED HULTlPLY SCALE SY lNii N I NiN 2.N 3.N S.N 6.N  !.N 9.N lN N lN. <<-1

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SEHl-CLOSED HETHOD APPROXIHAT10H i 7-22-SS REV1510H

r RUN 2G TPP524.8926 ODE2 98X XA-YC DATE 6/1G/82 11 t 8t 8 CHANNEL 4 TAB VT1 DEClHATlON RAT10 2 7446 POINTS ANALYZED DELTA T .884 1/ 6 OCTAVE 188.88 HZ LP F]LTER 6 POLES 4e88 X DAMP]NC START TlHE 8.888 SEC END TlME 29.7B4 SEC 8 RECORDS SK]PPED 219 RECORDS ANALYZED 188.8 X AND f.f N RRS PLOTTED HULTIPLY SCALE BY ]8*~ 1

~ 3 .6 .9 1.2 ]r5 1.B 2.1 2.4 2.7 3~

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RUN 25 Ttt52iof925 ObE2 9NX XA YC DATE dridr e2 lit fc CHANNEL 3 TAb HZl DEClHAT1ON RAT10 2 7iid POlNTS ANALYZED DELTA T .NNi 1/ 5 OCTAVE lff+Nf HZ at FlLTER 5 POLES i.ff X DAHPIRC START TlHE N.fff SEC END TlHE 29 ~ 7bi SEC N RECORDS SKlPPED 2il RECORDS ANALYZED lfN.N X AND N.N.X RRS PLOTTED Nof 2.N 3+N HVLTLPLY SCALE bY i.f lfii 8.N N

6.N 7.f 9.N

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lf~> 2 SEHl-CLOSED HETHOD APPROXlHATlON t 7-22-88 REVlS10N 0

0 RUN 2/ TPP524.892G ODE3 98K XA-YC DATE G/16/02 11 I25I S CHANNEL 4 TAB VT1 DECleerlON RATIO 2 7318 POlNTS ANALYZED DELTA T .884 1/ 6 OCTAVE 188.88 HZ LP FlLTER 6 POLES 4.88 X DANPlNG START TLHE So888 SEC END TlME 29.248 SEC S RECORDS SKlPPED 215 RECORDS ANALYZED 1CS 8 X AND 8o8 X RRS PLOTTED I

HULTlPLY SCALE SY 18*+ 1

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~t RUN 27 TPP52l.f926 OSE3 9NX XA-YC DATE 6/16/82 I I t 26! f CHAHHEL 3 TAB HZ1 DECIMATION RATIO 2 731f POIIITS AIIALYZED DELTA T .Nfl 1/ 6 OCTAVE 1tf.ff HZ LP FILTER 6 POLES i.f8 X OAMPIRC START TIME N.fff SEC END TIME 29.2lf SEC f RECORDS SKIPPED 21$ RECORDS ANALYZED .

ISSof X AND Nof X RRS PLOTTED MULTIPLY SCALE SY lf>>>> N l

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If>>>> 2 SEMI-CLOSED METHOD APPROMIMATIOll t 7 "22-88 REVISION M

RUN 28 TPP524.8926 OBE4 98A XA-YC DATE 6/16/82 tts48s 8 CNANNEL 4 TAB VTt DECIHATION RATIO 2 7412 POlNTS ANALY2EO DELTA T .884 1/ 6 OCTAVE 188.88 HZ LP FILTER 6 POLES 4.88 X OAMPINC START TINE S.SSS SEC END TINE 29.648 SEC 8 RECORDS SKIPPED 218 RECORDS ANALYZED 188.8 I ANO 8.8 X RRS PLOTTED HULTIPLY SCALE BY IS~i I

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RUN 28 Tttb24.f925 ObE4 9'A VC DATE 5ll5/82 lll4ft f CHANNEL 3 TAb HZ)

DEClHATlON RATIO 2 ?412 POlNTS ANALVZED DELTA T ff4 LI 5 OCTAVE lff.ffHZ LP FlLTKR 5 POLKS, 4.ff i DAHtlNC START TlHE fefff SEC END TIHK 29.648 SEC f RECORDS SXrPPED 2ia RECORDS ANALVZED off.f N AND f,f X RRS PLOTTED lf1*~l 2.f 3of HULTlPLV SCALE bV 4.f'.flfiif S.f S.f 9.f

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p if~i 2 SEHl-CLOSED HETHOD APPROXlHATlON t 7<<22-8f REVlSlON M

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RUN 29 TPP52i.8926 OBE5 98% XA"YC DATE 6/16/B2 11! 58! 8 CHANNEL i TAB VTI DECIMATION RATIO 2 751i POINTS. ANALYZED DELTA T .8$ i 1/ 6 OCTAVE 188.88 HZ LP FILTER 6 POLES i.SS X DAMPINC START TIME 8.888 SEC END TIME 38.856 SEC 8 RECORDS SKIPPED 221 RECORDS ANALYZED ISS.S I AND f.f I RRS PLOTTED MULTIPLY SCALE BY 18** I

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RUN 29 1'PP52iet925 ObES 9tX NA-YC DATE 5/15/82 ilsbts t CHANNEL 3 TAb HZ1 DEClKATlON RATIO 2 7$ 1i POlNTS ANALYZED DELTA T .tti 1/ 6 OCTAVE hatt.tt HZ LP FlLTER 6 POLES i.tt X DAKPlNC START TlKE t.ttt SEC END TlKE 3t.ts6 SEC t RECORDS SKlPPED 221 RECORDS ANALYZED ltt.t X AND tot X RRS PLOTTED 2.t 3.t KULTlPLY SCALE SY i.r ltee S.t t 6.t 7.t S.f 9ot ltooal

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DEC]NAT]ON RAT10 2 73ll PO]NTS ANALYZED DELTA T .Sfl 1/ 6 OCTAVE 188.88 HZ LP F]LTER 6 POLES'.88 X DANP]NC START T]HE S.SSS SEC END TlHE 29.376 SEC 8 RECORDS SKlPPEO 216 RECORDS AllALYZEO 188.8 X AND 8.8 X RRS PLOTTED NULTlPLY SCALE BY ]Si>> 1 Sof t3 ~ 6 .9 ]+2 ]+5 1.$ 2.1 2.l 2 ' 3.8

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RUN is TPPS2i.4925 HSIV OBEZ 95K ZB-YC DATE 5/19/a2 12s54I 4 CHANNEL 3 TAB H21 DECIHATION RATIO 2 73ii hOINTS ANALYZED DELTA T .SSi 1/ 6 OCTAVE 1SS.SS HZ Lr FILTER 6 POLES i.SS X OAHPINC START TIHE 4.444 SEC END TIHE 29.376 SEC 4 RECORDS SKIPPED 215 RECORDS ANALYZED I

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RUH 46 TPPS2i.I926 OBEi 95K ZB-YC DATE 6/19/B2 ill2$i S CHANNEL l TAB VT1 DECIMATIOH RATIO 2 7276 POINTS ANALYEED DELTA T .Ssi 1/ 6 OCTAVE ISS.Sf HZ LP FILTER 6 POLES I.SS I DAMPIHC START TIME N.JSS SEC EHD TIME 29.14 SEC S RECORDS SKIPPED 2II RECORDS ANALYZED ISS.N X AHD SoN N RRS PLOTTED MULTIPLY SCALE BY IS*~ I

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RUN 46 TPPS24.8926 OBEZ 95K ZB-YC DATE 6/19/82 14t28t 8 CHANNEL 3 TAB H21 DEC IHATION RATIO 2 7276 POINTS ANALYZED DELTA T o884 I/ 6 OCTAVE 1$ 8.8$ HZ LP FILTER 6 POLES 4off N DAHPINC START TIHE f.N88 SEC END TIHE 29'84 SEC 8 RECORDS SKIPPED 214 RECORDS ANALYZED 188.N I AND N.N X RRS PLOTTED.

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RUN 47 TPP524.8926 HSIV OBEZ3 95M ZB-YC DATE 6/19/B2 14l35i 8 CHANNEL 4 TAB VT1 DECIHATION RATIO 2 7514 POINTS ANALYZED DELTA T .884 I/ 6 OCTAVE 188.88 HZ LP FILTER 6 POLES 4.88 X OAHP INC START TIHE f.f88 SEC ENO TIHE 38.856 SEC 8 RECORDS SKIPPED 221 RECORDS ANALYZED 188.8 X AND f.f X RRS PLOTTED HULTIPLY SCALE BY If~~ I 8.8 ~ 3 e6 ~ 9 1.2 1.5 2.1 2~4 2o7 3of IfiN~I

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p Ifi+ 2 SEHI-CLOSED flETHOD APPROXIHATION s 7-22-08 REVISION 0

e v

RUN 47 TPPS24of926 HSIV OBEZ3 9SX ZB-YC DATE 6/19/82, 14135' CHANNEL 3 TAB HZI DECIHATION RATIO 2 7S14 POINTS AllALYZED DELTA T .Sb4 1/ 6 OCTAVE lbb.bb HZ LP VILTER 6 POLES 4 egg X DAHP INC START TIHE fogbg SEC END TIHK 3b b56 SKC 8 RECORDS SKIPPED 221 RECORDS ANALYZED lgg.g X AND N.N X RRS PLOTTED HULTIPLV SCALE BV lgii g N.N 1.N 2,N 3.g 4.b S.r 6of 7.f S.g 9.g lb.g lf~~-I 0 ~ ~ 0 ~~ I I I ~

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RUN IS TPP52I.S926 HSIV OBEZI 95X ZB"YC DATE 6/19/82 ISt St S CHANNEL I TAB VT1 DECIHATION RATIO 2 7II6 POINTS ANALYZED DELTA T ASSI 1/ 6 OCTAVE ISS.SS H2 LP FILTER 6 POLES I.NS X OAHPINQ START TIHE S.SSS SEC ENO TIHE 29.78I SEC S RECORDS SKIPPED 219 RECORDS ANALYZED 1NN.S X AND N.N X RRS PLOTTED HULTIPLY SCAI.E BY If~i I Nif ~ 3 ~ 6 +9 1.2 1.5 1.8 2.1 2.I 2.7 IfiN~I

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~ I RUII IB TPP52I.>>926 HSIV OBEZI 95X ZB-YC DATE 6/19/82 15t 8l 8 CHANNEL 3 TAB HZ1

~ 4 DECIMATION RATIO 2 7iid POINTS ANALYZED DELTA T .884 1/ 6 OCTAVE 188.88 HZ Lt FILTER 6 POLES io>>>> X DAHP INC START'TIHE>>.>>>>>> SEC END TIHE 29.78'EC >> RECORDS SKIPPED 219 RECORDS ANALYZED 1>>>>.>> X AND >>.>> X RRS PLOTTED lIULTIPLY SCALE BY 18~~ >>

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RUll 49 TPP52io$ 926 NSlV OBEZ5 95 DATE 6/19/82 15t2$ t S CHAHHEL l TAb VT1 DECIHATloH RAT10 2 73ii PolHTS AHALYZED DELTA T .$ $ 4 1/ 6 OCTAVE 1$ $ .$ $ HZ LP FLLTER 6 POLES 4.NN X DAHPlNQ START TlNE N.NNN SEC KND T1HE 29.376 SEC N RECORDS SKlPPED - 216 RECORDS AHALYZED 1NN.N X AND N+N I RRS PLOTTED HULTIPLY SCALE bY 1N*~ 1 N.N ~ 3 ~ 9 1.2 1.5 1.8 2.1 2.i 2~7 3~

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<CD ROII i9 TPP524e >>926 HSIV OSCZ5 95 DATE 6/19/52 Ids2>>t J CHANNEL 3 TAS H21 DECIHATION RATIO 2 7344 POINTS ANALYZED DELTA T o>>Ji 1/ 6 OCTAVE 1>>J.J>> HZ LP FILTER 6 POLES' i.>>J N DAHPINC START TIHE r.>>>>r SEC END TIHE 29.376 SEC RECORDS SKIPPED 215 RECORDS ANALYZED 1>>>>.>> X AND r.>> X RRS PI.OTTED HULTIPLY SCAI.E SY I>>~i I

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p SEIII-CLOSED HFTHOD AliPI.OXIHA'I'ION s 7-22-II@ ItCVI SION M

I RUN 53 TPP52I.8926 HS1V SSEZ 188K ZC"YD DATE 6/21/82 15538) 8 CHANNEL l TAS VT1 DEClHATlON RAT10 2 '7511 POlNTS ANALYZED DELTA T o88i 1/ 6 OCTAVE 188.88 HZ LP FlLTER 6 POLES."

i.88 X DAHPLNC START TlHE 8.888 SEC END TlHE 38.856 SEC 8 RECORDS SKlPPEO 221 RECORDS ANALYZED 188.8 X AND '.8 X RRS PLOTTED HULTLPLY SCALE BY 18~~ 1 1.5 2+8 2.5 3o8 3.5 i.5 5.8 1801~1

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>Eiil -CLOSL'IJ lil:TIIOD hl'Pi'.vX IHAT10N ! 7-22-US kLV1 6! UN 0

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0 RUN 53 TPP52l.$ 926 HSIV SSEZ 188K ZC-YD DATE 6/21/BZ ISt38! 8 CHANNEL 3 TAB HZI DECIMATION RATIO 2 751'OINTS ANALYZED DELTA T e88i I/ 6 OCTAVE 188.88 HZ LP FILTER 6 POLES i.88 X DAHPINC START TIHE $ .$ $8 SEC END TIME 3$ .$ 56 SEC 8 RECORDS SKIPPED 221 RECORDS AttALYZED ~

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RUN Bi TPP524.8926 HSlV SSEX 8IXA-188XY DATE 6/22/82 9s58i 8 CHANNEL i TAB VT1 DEClHATION RAT10 2 7514 POlNTS ANALYZED DELTA T arri 1/ 6 OCTAVE 188.88 HZ LP F1LTER 6 POLES i.rr X lNC START T1HE DAMP 8.888 SEC END TlME 38.856 SEC 8 RECORDS SKIPPED 221 RECORDS ANALYZED lrr.r I AND r.r X RRS PLOTTED HULTlPLY SCALE BY lrii 1 1.8 1.5 2.8 2.5 3.8 3.5 i.5 iri1~1 j ~

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METHOD APPROXlHATlON ! 7-22-08 XEV1510N 'EHl-CLOSED

RUN 54 TPP52i eS926 NSI V SSEX SXXA-ISSXY DATE 6/22/82 9I5Si S CHANNEL 3 TAS HZ1 DEC INATION RAT10 751'OINTS ANALYZED DELTA T .SSl I/ 6 OCTAVE 1SS.SS HZ LP FILTER 6 POLES i.SS X DANPINC START TINE SeSSS SEC END TINE 3S.S56 SEC S RECORDS SKIPPED 221 RECORDS I$$ .$

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I IS~~ 2 SENI-CLOSFO NETHOD APPROXIHATION: 7-22-8$ REVISION 0

~ I NEDO 22177 CLASS IRTE: AOG 1982 TIE 82NED875 PNK Soy of ~~~

Fzauas 39 MOTXON DIRECHCSS NOTE: SWITCH BRACKET IS ROTATED 90 OEG COUNTERCLOCKWISE SO IT IS VISIBLE

~~

<o

+c MOTION DIRECTIONS

I t--9rc~ 4( ~ RW, y

~

NUCLEAR R SYSTEMS ENGlNEERlNG DEPARTMENT cc: See Attached Letter San Jos lifornia Sate: June 16, 1982 Name Susquehanna 1 Pro)ect Nain Steam Lines A, B, C, D.

New Loads Program Nanager A.G. Nitchell

SUBJECT:

REPORT OF NEW LOADS EVALUATION CONPONENTS PASSED

REFERENCE:

2.

PMA 999 ~l-0046KR, Rev. 0/AF 2 9 The following components have been evaluated per'eference 1 as documented in Reference 2. The results of that evaluation are that the most limiting of the load combinations and fatigue evaluation met the applicable crite~ia as indicated by (x) in the following table:

Event and Load Combination Upset Emergency Faulted Fatigue Component SR'BS SRSS ABS SRSS ABS SRSS ABS Piping and Pipe x r Mounted Equipment The following Documentation has heen provided:

A) Safety AnalysisÃeport Tabl es Q Copies of'SAR tables and/or pages, marked up as necessary to reflect evaluation cults, have been sent to the Lead Chanter Enqineer.

D Noi required.

I)" New Loads Sweary Report Text And Tables

'.~::: Q .. Coptes of pirttnent text and tables are attached, corked vp as neces-

.;.;.-."sary to reftect analysis results.

Responsibl e Engineer:

Verified by:

Approving Nanager.:

~ ~,

IJg HANNA l45 LINK A aOft 4 H 4 I IH 4"I 15 IC hler er 4'19 4

12 217 Qj}

OH lio 120M I

Q FIGURE A-1 NODE DIAGRAM FOR MAIN STEAM LINE A

0812828 IAOSOCODOKOFOOOHOI r

OEHKRAL ELECTRIC CXNPAHY SPEC HO. 22A5598 NKV. HO. I r MILlHO EATEN RKACTOll SYSTEMS DKPARTHEHT I'ASK HO.

aaaaaaaaaaa aaaaaaa'aa aa NSI V HLKT/OUT KT LEVEL b LEVEL C LEVEL D

'. +t

~

~

\ ~~

STRESS RATIO KO. STRESS RATIO EQ. STRKSS RATIO EO.

078. 075. il SFA 7880. 0.4452 2 7185. 0.4059 1 8209.. 0.4838 '10 STOR 848t 0.0385 3 581. 0,0328 2 888t 0.0389 3 SHOH 47S7, 0.2704 3 2051. 0. 1159 8559. 0.3708 3 t+

080 ~ 081.

SFA 78QS. 0.4480 7204. 0. 4070 1 8228. 0.4847 10 STSR 830. 0.0358 3 834. 0.0358 2 728. 0. 0410, 3 SHOH 3322. O. 1877 3 1888. 0. 1065 2 4392. 0.2481 3 TABLE A-6

SUSQ UE HA NNA MAlN STEAM-8 4001 I2 15 18

'6'24 Zl 24 27 5021

$ 022

~ I',":

93 90 87 121 403F 84 118 115 9 112 6

SH 5F 8 503F 124$

SIZ 4 SI5 412 41$ SO49 418 12H 612F 318 28 39 512F HOOZ 821 515H 6ISH 515F v 142 421F 42IN S Cy ISF 14$

H R 524 F 614 7N I 181 327F 148 33OH 427F 18 1$ 1 330F 4$ 6 157 178 160 4196 6Z7 163 187 439 166N I 190 442 34S 348 351

~7+ 5S4 51 4

448 454 451N 466F 472F 72H 9 5 557 ~ 642 694 693F

$ 63N I

045 S63F 569H 648F 56 F 57N 872F 672N F?GURE B-1 Node Nagram for Hafn St;earn Leone 'B

1

~ ~ * ~

0805828 (Aosoco00ECF000H0) v>i r'<gr r

,er:

OENERAL ELECThl 0 ~ANY SI%C Nd. 22Add97 REV: NO, 501LlNO MATER REACTOR OYSTERS DKFARTNENT VASE NO.

a %'0%%%%%'&%%% a  %%% AQ % % % % % Q % a % &% % \ % aa  %%%%%&w+

tNfV lNLET OUTLET

',i ';

~ i LEVKL b LEVKL C ~ LEVKL O STRESS RATIO KO. STRESS RATld KO. STRESS RAT10 K41: s".4 -..'

+ P, 172. 1BBF It) ~

SFA 755 d. 0. 4274 1 7 I 75. 0. 4054 3 7745. 0. 4377 10 STOA 549. 0. 0310 4 500. 0. 0283 3 1007. 0. 0589 10 SNOtl 1713. 0. 0985 3 1703. 0.0062 2055. 0. 1871 10 154. 157.

SFA 7de3. 0.4254 4 7202. 0. 4089 3 7791. 0.4305 10 STOR 0. 0274 3 '85, 539. 0.0305 2 549. o.o3e7 10 SHON 1750. 0. 1005 3 lB21. 0.0915 2 1 eee. 0. 1049 1~

~ ~

~-

Table B-6

~t

~ '

lt t4 ~

~l

~

~ ~ <M jg$+Mt

'(:etc SUSQUEHANNA sr MS C,SRV,RC(C

~~'<P'4 ~ 6 hag S04S ~ IS SO4'S 4S ss 42

~I 40211 40 ~401

~02K Sb i1 qi SOIS 4OIH IIOSS 8 409 F ss 47 4'IO

~9 Sb 4ll S2 SOIO I

62 "0 6S 412 bib 4 IS IIO 414 l9 421 2S ~ 24W 4ISV~ ~ 420 4pfS At bO SI2 SOP 426 427 SIS S1 I 429 IIS 429M 114 I22 126 r

gM I

tlb~

I t2IF I

E 12111 Sl ~

Slb Sll 2'IGURE C-I Node Diagram for Nafn Steam Leone C

0810828 (AOBOCODOKOFOOOHO)

'.;@44, OK@ERAL ELECTRIC CONPANY SPEC NO. 2?A5898 REV. NO. 'I SOILIHO MATER REACTOR SYSTEMS DEPARTMENT PAOK NO. r'P 4

NSIV INLET/OUTLET(NS-C)

LEVEL 8 LEVEL C I EVEL 0 STRESS RATIO EO. STRESS RATIO KO. STRESS RAT I 0 EO.

057. 058.

SFA 7432. 0.4199 I 7232. 0.4088 2 7539. 0. 4259 10 STOR 797. 0. 0450 3 609. 0.0344 2 890. 0.0503 10 SHON 1656. 0.0935 3 l426, 0.0806 2 2364. 0. 1336 10 061. 062.

Sfh 7439. 0.4203 1 7I86. 0.4060 I 7533. 0.4256 I STOR 649. 0.0366 4 689. 0.0389 2 I 046. 0. 0591 I0 SNOB 1774. 0. I 003 3 1498 '.0846 2 1968. 0. 1112 3

~ 4 Table C-6

44. ', 4

~

4

"l fg

~,

r

4 I ~

J 1 ~

gA MS- L2ICK'0 ~

t,

~ ' >>'

~ 2 r

P>~.r t'

HT 7

'2 ll I I

lT a

l55F 17 S

lÃl 52 2

22e

~

~

1r FIGURE D-1 NODE DIAGRAM FOR MAIN STEN LINE D

GENERAL KLECTRlC COMPANY SPEC NO. 22A5699 REV NCI.

~

BOILING MATER REACTbR SYSTEM S OEPARTNENT PAGE WO.

NSIV INLET/5UTLET LEVEL 8 LEVEL C LEVEL 0 STRESS RATIO EO. STRESS RATIO EO. STRESS RATIO EQ.

142 ~ 140.

SFA 7806. 0.4410 4 7174. 0. 4053 3 8116. 0. 4585 10 STOR 618. 0.0349 3 550. 0. 031 1 2 650. 0.0367 3 SION 4645. 0.2624 3 2484. 0. 1404 2 6392. 0.3611 10 146. 148.

SFA 7ala. 0.4417 7188, 0. 4061 3 81 29. 0. 4593 1 0 ST4R 647. 0.0365 3 703. 0. 0397 2 771 . 0. 0436 3 SNOB 3276. 0.1851 3 2008, 0. 1134 2 4218. O. 2383 3 TABLE 0-6

1012b13 (AOBOCOOOKOFOGOHO)

.;I~je,)'.j$'q '

OKNKRAL ELECTRIC CONPANY SPEC NO. I(EV. NO.

SOILINS MATER REACTOR SYSTENS OEPARTNKNT PAGE NO.

%%%%&AOAA a aa a NS I V I NLKT/OUTLET

~ I, ~

THE LOAOINO lXÃ%INATION USED FOR THK ANALYSIS aaNSIV aee ARK AS FOLLOW LKVL A 1 MT'I + TK LKVL 8 1 I(TI + TE + SQRTCCOBKI + OBEO ) aa2 + ( TSV )aa2 )

LEVL B 2 MT1 =*+ TK + SQRT((OBEI + OBEO )aa2 + ( RV1 )aa2 )

LEVL 8 3 'WT1 + TK + SQRT(tOBEI + OBEO )aa2 + ( RY2I RV2D )ae2 LEVL 8, 4 'NT1 + TK + SQRTt(OBEI + OBEO )aa2 t RV2SVI + RY2SVD)aa2 LEVL C 1 IJT I + TE SORT((CHUSI + CHUGD )aa2 + I RVI )ae2 )

LEVL C 2 MTI + TK SORT((CHUSl + CHUG D )ae2 +' RV2AOI + RV2AOD)aa2 LKVL C 3 MTI + TE SQRT(CCHUGI + CHUG D )aa2 + ( RV2SVI + RV2SVD)aa2 LEVL 0 1 MTI + TE + SQRT((SSEI + SSED )aa2 + ( TSY )ea2 )

LEVL 0 2 ZITI + TE + SQRT((ssEI + SSED ) a'a2 + t RV2l + RV20 )aa2 )

LEYL D 3 NTI + TK SORT((SSEI + SSED )aa2 + ( CHUSI + CHUGD )aa2 + t RV2ADI

+ RV2ADD) aa2 )

LEVL D 4 MT) .

+ TE + SORT((SSEI + SSED )aa2 + t CHUSI + CHUSD )aa2 . + ( RV2SVI

+ RV28VD) ae2 )

LKVL D 5 IIT1 + TE + SQRT(tSSEI + SSED )ae2 + ( COND I -+ COND D)aa2 t RV2ADI

+ RY2AOO)aa2 )

LKVL 0 e WT1 + TE + SORT(tSSEI + SSEO )ea2 + ( COND' + COND D)aa2 + ( RV2SVI

+ RV28VD)ae2 )

LEVL D C 1(TI + 'TE SQRTt(SSEI + SSED )aa2 + t VLCI + VLCO )aa2 )

I.EVL 0 b IIT1 + TE + SQRTC(SSEI SSEO )aa2 + ( CHUGI + CHUGD )aa2 +t RVl

)aa2 )

LEVL 0 0 I(T I + TE + SORT(tSSEI + SSEO )aa2 + t COND I + COND D)aa2 + t RVI

)aa2 )

LEVI O '10 MTI + TE + SQRT(CAPI APD + ( SSEI ~ + SSEO )aa2 VS . 100 100 10 0 100 100 100 'I00 100 100 100 100 'I 00 100 100 100 100 100 Table E-6

ll i~ 1.