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{{#Wiki_filter:}} | {{#Wiki_filter:REGULATORYNFORTIONDISTRIBUTIONSYSTEM(IDS)AOCE',SSEONNBR;8209200228DOCBATEe82/09/15NOTARID:NDOCKET¹FACIL:50387SusquehannaSteamElectricStationiUnitifPennsylva05000387'AUTH~NAMEAUTHORAFFILIATIONCURTISiN~li,Pennsyl,vaniaPowerLLightCo+'RECIP~NAMERECIPIENTAFFILIATIONSCHKENCERgA~LicensingBranch2 | ||
==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 | |||
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EFFECTIVEACCELERATIONSME101/I2DATE040182PAGE465TITLEPROEJECTNUMBERPROBLEMNUMBERUSERLOADCASESP-HCB-108LINE88565280J.ABISAMRASEI502EARTHOUAKECOMPONENT:X+Y+ZRESULTSOFMODALSYNTHESISDATAPTGLOBAL-XEFFECTIVEACCELERATIONS(G'5)GLOBAL-YGLOBAL-ZRESULTANT51015202530354045B45E50556065707580B80E8590951008100E105110115.000.010.100.150.3821.0052.1833.5001.5982.0081.9191.221.225.6791.0901.135.452.000.3.7131.350.883.564.000.413.413.000.038.292.603.604.604.605.605.601.196.000.926.247.000.9561.8842.0842.3232.3222.318.000.362.517.516.516.000.023.239.356.162.273.8601.552.9851.3071.3061.306.561.561.561.560.559.213.000.812.812.811.654.327.235.000.045.390.716.7331.2042.4233.8761.9712..4032.3222.013.653.5611.3002.2472.4382.3762.3224.4511.5751.2531.006.611.701.413 | |||
EFFECTIVEACCELERATIONSME101/I2DATE040182PAGE466DATAPTGLOBAL-XEFFECTIVEACCELERATIONS(G'S)GLOBAL-Y-GLOBAL-ZRESULTANT120B120E125130130A135135A137138140140A145145A150155160165170,175180B180E185185A190190A195200205205A210210A215215A220225B225E.413.359.106.000.233.000.653.7374.627.000.255.000.478.000.142.143.144.144.144.397.470.000.165.000.302.000.182.000.268.645.000.506.000.270.3111.4241.307.008.008.007.007.006.006.617.005.002.000.001.001.001.834.929.922.914.793.786.784.783.782.780.778.777.000.503.000.592.000.454.000~586.608.192.226.226.000.310.000.666.681.682.000.242.000.332F000.072.000.043.000.067.308.399.220.000.676.000.925.926.928.930.932.934.936.937.937.8641.4951.375.250.008.387.007.9331.0034.717.005.352.000..582.001.160.846.941.934.928.938.999.784.830.7821.075.7781.222.9261.089.9301.279.9341.157.9371.1381.102 EFFECTIVEACCELERATIONSME101/I2DATE040182PAGE467DATAPTGLOBAL-XEFFECTIVEACCELERATIONS(G'5)GLOBAL-YGLOBAL-ZRESULTANT230230A235235A240245250255B255E260265B265E270275280285290290A2953003053108310E315320B320E500.311.309.305.301.295.288.000.364.506.506.506.487.388.000.405.049.000.462.000.145.'111-.117.188.188.134.042.000.000.607.000.543.000.068.000.140.094.000.826.751.308.308.306.208.207.206.204.203.000.037.172.091.091.039.000.669.554.000.366.366.365.164.0001.0231.0321.036.000.070.070.000.491.000.296.296.296.190.056.056.042.000.311.955.305.832.295.471.366.535.540.5061.4091.3671.148.308.513.225.207.705.204.387.316.320.318.216.171.071.000 ACTIONSDNSUPPORTSANDANCHORSTITLESP-HCB-108LINEPROJECTNUMBER:8856PROBLEMNUMBER:5280USERJ.ABISAMRALOADCASE:SEIS02ME101/I2DATE040182PAGE468DATAPT525506565858595105115115130130135135140140145150150160170185185190190195195205205210210215215220TYPEANCRADRADRADRADRADRADRAIIRADRADRADRADRADRADRADRADRADANCRADRADRADRADRADRADRADRADRADRADRADRADRADRADRADRADRADTITLEFX48.31.0.36.0.71.0.0.42.0.0.13.0.33.0.93.0.17.15.0.0.0.6.0.5.0.40.2.0.50.8.0.8.GLOBALFORCES(LB)FY49.0.67.0.82.0.0.169.0.74~0.0.0.0.0.0.0.38.0.0.0.0.0.0.0.0.0.0.0.49.0.16.0.7.0.FZ40.74.0.0.0.0.82.0.,0.0.39.027~,',0.15.3.'.0.'.y0.15.0.53.0.0.0.0.0.0.0.33.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.6.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBALMOMENTS(FT-LB)MY27.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.53.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MZ19.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.23.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. | |||
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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 H2039SP-HCB-108 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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}} |
Revision as of 08:29, 20 April 2018
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: |
References | |
PLA-1298, NUDOCS 8209200228 | |
Download: ML18031A393 (906) | |
Text
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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 H2039SP-HCB-108 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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