Revision as of 21:51, 1 May 2018

Text

Forwards Responses to NRC Questions Re Small Bore Pipe. Twelve Oversize Drawings Encl,Including Three Illegible. Aperture Cards Are Available in PDR
	ML18031A393
Person / Time
Site:	Susquehanna
Issue date:	09/15/1982
From:	CURTIS N W; PENNSYLVANIA POWER & LIGHT CO.
To:	SCHWENCER A; Office of Nuclear Reactor Regulation
Shared Package
ML17139B017	List: ML17139B016; ML17139B018; ML17139B019; ML17139B020; ML17139B021; ML17139B022; ML17139B023; ML18031A393; ML18031A394; ML18031A395;
References
	PLA-1298, NUDOCS 8209200228
	Download: ML18031A393 (906)
	v • d • e

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SUBJECT:

forwardsnesfonses:toNRCquestionsressaiibore~pe,Twelveoversizedrawings.enclrincludingthreeil1egible+AperturecardsarieavailableinPDR~DISTRIBUTIONCODE:800>SCOPIES'RECEIVED:LTR.ENCLQSIZE:,~~TITLE:LicensingSubmittal:PSAR/FSARAmdtsLRelatedCorrespondenceNOTES:Gt~%qqeh~a~CRECIPIENTIDCODE/NAMENRA/DL/ADLNRRL82LAINTERNAL:ELD/HOSEIE/DEPEPOS'35NRR/DE/AEABNRR/DE/EQB13NRR/DE/HGEB30NRR/DE/MTEB17NRR/DE/SAB2QNRR/DHFS/HFE840NRR/DHFS/OLB3QNRR/DSI/AE826NRR/DSI/CPB10NRR/DSI/ETSB12NRR/DSI/PSB19/RSB23REG:oIl/MIB>COPIESLTTRENCL101"010111111111110RECIPIENTID.CODE/NAMENRRL82BCPERCHiR~01IEFILEIE/DEP/EPLB36NRR/DE/CEB11NRR/DE/GB28NRR/DE/MEB18NRR/DE/QAB21NRR/DE/SEB25NRR/DHFS/LQB32NRR/DHFS/PTR820NRR/DSI/ASB27NRR/DSI/CSB09NRR/DSI/ICSB16NRR/DSI/RA822NRR/DST/LGB33RGN1COPIESLTTR,ENCL10111I31211111111112EXTERNAL:ACRS41DMB/DSS(AMDTS)LPDR05NSIC0510l221BNL(AMDTSONLY),1FEMAeeREPDIV391NRCPDR02".11NTIS11TOTALNUMBEROFCOPIESREQUIRED:LTTR60ENCL ~0PennsylvaniaPower8LightCompanyTwoNorthNinthStreet~Allentown,PA18101~215/770.5151NormanW.CurtisVicePresident-Engineering4Construction-Nuclear215/770-5381SEpy51982Mr.A.Schwencer,ChiefLicensingBranchNo.2U.S.NuclearRegulatoryCommissionWashington,D.C.20555SUSQUEHANNASTEAMELECTRICSTATIONSMALLBOREPIPEQUESTIONSER100450FILE285PLA-1298DocketNo.50-387

DearMr.Schwencer:

Attachedaretheresponsestoquestionsreceivedfromyourstaffduring-telephoneconversations.Ifyouhaveanyadditional-questionspleasecontactus.Verytrulyyours,N.W.CurtisVicePresident-EngineeringCTC/mksAttachment&Construction-Nuclearcc:R.L.Perch-NRCD.58209200228820915PDRADOCK05000387PPDR ==-ELEMENTDATATITLESP-HCB-108LINEPROJECTNUMBER:8856PROBLEMNUMBER:5280USERJ.ABISAMRALOADCASES:SEIS01ME101/I2DATE040182PAGE93ELEMENTTYPE/TITLEFROMTOMATERIALELEMENTLENGTH(FT)PIPEWAILEDIAMTHICK(IN)(IN)(PSI)MU(WEIGHTUNIFDENSWEIGHTLB/IN3)(LB/FT)PRESS(PSICODEANDCLASSBENDANGLERAD(FT)(DEG)510TNGT1015TNGT1520TNGT2025TNGT2530TNGT3035TNGT3540TNGTSA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304.411.23.88.36.36.60.651.311.311.311~311.311.311.31.133.133.133.133.133.133.133.283+08.283+08.283+08.283+08.283+08.283408.283+08.30.30.30.30.30.30.30.00000.00000.00000.00000.00000.00000.000002.7502.7502.7502.7502.7502.7502.7500.0.0.0.0.0.0.SC374SC374SC374SC374SC374SC374SC3742045B45E50556065707580B80E859095100B100E105110115120B120E125130130A135135A45BTNGT45EBEND50TNGT55TNGT60TNGT65TNGT70TNGT75TNGT80BTNGT80EBEND85TNGT90TNGT95TNGT100BTNGT100EBEND105TNGT110TNGT115TNGT120BTNGT120EBEND125TNGT130TNGT130ATNGT135TNGT135ATNGT137TNGTSA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376"TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP304SA376-TP3041.12.65.191.061.50.25.821.01.34.65.252.501.58.50.65.65.43.511.82.651.58.401.581.581.581.581.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.311.31.133.283+08.133.283+08133283+08.133.283+08.133~283408.133.283+08.133.283+08.133,283+08.133)283408.133,'83+08.133'83008.133.283+08.133.283+08.133.283+08.133.283+08.133.283%08.133.283408.133~283+08.133.283+08.133.283408.133.283+08.133.283+08.133.283+08.133'283+08.133.283+08.133.283+08.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.000002.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7502.7500.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC374SC37422222222222222222222222222.41790.000.41790.000.41790.000.41790.000137138TNGT137140TNGT140140ATNGT140A145TNGTSA376-TP304SA376-TP304SA376-TP304SA376-TP304.921.332.002.001.311.311.311.31133.133.133.133283+08283408283+08283+08.30.30.30.302.7502.7502.7502.7500.0.0.0.SC374SC374SC374SC374145145ATNGT145A150TNGT82092t)()228SA376-TP304SA376-TP3043.063.061.311.31.133.283+08.133i.283+08.30.302.7502.7500.0.SC374SC374

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0RUN.ST/R860669,08856004,ME10I~200.900/90004/01/8208:21:32OSYMPRINT$,,CMA005OASG,AP$+ME101.FACWARNING040200104000THEFILEWASPREVIOUSLYCATALOGUED.WRITEKEYEXISTSBUTWASNOTSPECIFIEO.FILEASSIGNEDINREAD-ONLYMODE.FINDWASMADEONACATALOGUEDFILEREOUESTANDTHEFILEWASALREADYASSIGNEDTOANOTHERRUN.READ-ONLYFILECATALOGUEDWITHANROPTION.CIASG~A5280.FACWARNING040000000200THEFILEWASPREVIOUSLYCATALOGUED.FILESPECIFIEDINANOASGCONTROI.STATEMENTHASBEENDISABLEDBECAUSETHEFILEWASASSIGNEDDURINGAFILERECOVERY.@ADD,LPP$+ME101.RUN1POUALP$4glOXQT4ME101.ME1010KOIADD,P5280.QAOD,LPP$+ME101.RUN2 ItIIfIIIttIIIIIIIIIIIIII4rIIII~IIIIIItIIIIII'II4~IIIIIIIMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE111111111111111111111111111111VERSIONRELEASEDUSERMANUALVERSIONTHEORETIGALMANUA'LVERSIONI2SEPTEMBER15,1981I2VERIFICATIONMANUALVERSION:I2ANNARBORGAITHERSBURGHOUSTONNORWALKNORWALKSANFRANCISCOIIIIIIIII1tItIIIfIItIIINCASEOFPROBLEMSWITHME101,CONTACTTHE4PIPESTRESSUSERREPRESENTATIVESNAMEC.H.PERRONR.GANTIJ.B.VANTILBORGD.LJ.FREELANDD.W.PHILLIPSL.T.NICHOLSONtIII'IIIIIItPROGRAMSPONSOR-F~EDVINSONSFMET35TECHNICALSPECIALIST-M.Y.DONGSFMET35EXTENSION705531604'35648304'688768-0680768-0686tII4IIIIIIIItIIfIIIIIIII~IIIIIII'IIIIIItl'I'IIII4ltl1IIII4IIIII'1IIIIIIII1II'II'ItlI11I1'IIII'11f 1.estion:TheoldDetail600usesSA-307BoltoflesserstrengththanSPA-600andSPA-1312drawingimplyingthattheboltclampingforceindetail600islessthanthenewdesign.AdditionallytheallowableanchortorsionalmomentonSPA-600and1312wasreduced.ProvideajustificationthattheDetail600isstillacceptabletofunctionasapipeanchor.~Resonse:Detail600anchordoesnotspecifyanyboltingmaterial.Theboltingmaterialusedoninstallationofdetail600isSA-307.Thesebolts(SA-307)arequalifiedperattachment1foruseondetail600fortheallowableloads.Additionally,useofSA-325boltsonSPA-600andSPA-1312doesnotresultinhigherallowableloads(higherclampingforces).DuringtheAs-builtReconciliation,theleastallowableloads(aslistedonrevision2ofSPA-600)wereusedwhenreviewingtheDetail600orSPA600'scalledoutonthehangerdrawings.Iftheallowableswereexceeded,afixwasimplemented.Theallowabletorsionalmoment(Mx)shownforthedetail600wasnotreducedfortheSPA-600andSPA-1312.Themomentaboutthe"Y"axiswasreducedfortheSPA-600only.Thereductionoftheallowablemomentaboutthe"Y"axisisnotafunctionofeithertheclampingforceortheboltmaterial.Thereductionisassociatedwiththestructuralstrengthofthelowerhalfoftheanchor.ThereductionwasovercomeintheSPA-1312byaddinganglestiffenersonitslowerhalf.TheaddedanglesincreasedthesectionmodulustherebyincreasingtheallowablemomentabouttheY-axis.AstudycalculationwasperformedtojustifytheuseofRA-307boltsintheanchors(+dd.dr+~~g~pyyg)

s.

2.Question:Howwerethedifferentialbuildingmovements(SAN)forthefollowingthreesetsofhangersconsideredinsmallpipedesign:i)SP-HCB-108-1-H2039SP-HCB-108-1-H2041ii)SP-HCB-133-H8SP-HCB-133-H10SP-HCB-133-fl11iii)SP-HCB-126-H2021SP-HCB-126-H2024~Resonse:i)SP-HCB-108-H2039SP-HCB-108-H2041Bothsupportsareattachedtocontainmen'twall.Gale.85280wasperformedbylK101.Computeroutput(seeattachmentII)showsthattherightresponsespectraandseismicanchormovements(SA~f)analysiswereused.ii)SP-HCB-133-H8SP-HCB-133-H10SP-HCB-133-H11Supportsarepartofcalc.Pi5499(seeattachmentXII).Intheoriginalstre'ss'nalysisallsupportswereconsideredtobeattachedtoreactorbuilding,(Seenoteonsheet1oftheoriginalcalc.dated6/ll/82).Thecalc.usedtherightspectraanddifferentialmovementsbetweencontainmentpenetrationandthefirstsupportinthereactorbuilding.Thefj.nalas-builtdrawingsshowedSP-HCB-133-Hllattachedtocontainmentwall,andH8andH10attachedtothereactorbuilding.ReevaluationontheeffectofseismicanchormovementswasdoneforHllandfoundtobenegligibleattheelevationsofthepipe(lessthan1/32").Thiswasconsideredasaminordifferenceinthefinalas-builtreviewandthe'supportdesignwasaccepted.iii)SP-HCB-126-H2021SP-HCB-126"H2024Appropriatecontainmentandreactorbuildingdisplacementswereusedincalc.85371(seeattachmentIV).Pleasenotethattheparagraph4.4.2ofspecificationM-241providestheguidelinesforconsideringsmallpipeanchormovementandrelativemove-ments.

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ML18031A393: Difference between revisions

Revision as of 21:51, 1 May 2018

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ML18031A393: Difference between revisions

Revision as of 21:51, 1 May 2018

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SUBJECT:

DearMr.Schwencer:

DearrCur.azres,

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