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| issue date = 12/19/1985
| issue date = 12/19/1985
| title = Forwards R562-N4, Reinforced Masonry Wall Evaluation, Evaluation of Control Bldg Reinforced Walls, Documenting Results of Elastic & Inelastic Analyses for Selected Masonry Walls.Commitments Re IE Bulletin 80-11 Complete
| title = Forwards R562-N4, Reinforced Masonry Wall Evaluation, Evaluation of Control Bldg Reinforced Walls, Documenting Results of Elastic & Inelastic Analyses for Selected Masonry Walls.Commitments Re IE Bulletin 80-11 Complete
| author name = KOBER R W
| author name = Kober R
| author affiliation = ROCHESTER GAS & ELECTRIC CORP.
| author affiliation = ROCHESTER GAS & ELECTRIC CORP.
| addressee name = LEAR G E
| addressee name = Lear G
| addressee affiliation = NRC OFFICE OF NUCLEAR REACTOR REGULATION (NRR)
| addressee affiliation = NRC OFFICE OF NUCLEAR REACTOR REGULATION (NRR)
| docket = 05000244
| docket = 05000244
Line 18: Line 18:


=Text=
=Text=
{{#Wiki_filter:REQULATO'NFORMATION DISTRIBUTION BTEN'RIDB)ACCESSION NBR:8512310135 DOC.DATE:85/12/19NOTARIZED:
{{#Wiki_filter:R EQULATO      'NFORMATION DISTRIBUTION           BTEN'R IDB )
NODOCKET¹FACIL:50-244RobertEmmetQinnaNuclearPlantiUnitiiRochester 005000244AUTH.NANEAUTHORAFFILIATION KOBER>R.M.'ochester Qas5ElectricCorp.RECIP.NANERECIPIENT AFFILIATION LEARAQ.E.PWRProspectDirectorate'
ACCESSION NBR: 8512310135             DOC. DATE: 85/12/19      NOTARIZED: NO            DOCKET  ¹ FACIL: 50-244 Robert Emmet Qinna Nuclear Planti Unit                  ii  Rochester  0 05000244 AUTH. NANE            AUTHOR AFFILIATION KOBER> R. M.       'ochester         Qas 5 Electric Corp.
REC IP. NANE              ProspectAFFILIATION RECIPIENT LEARA Q. E.           PWR                Directorate' SUB JECT:  Forwards R562-N4i "Reinforced Nasonrg Mall Evaluate:one Evaluation of Control Bldg Reinforced Walls'" documenting results oF elastic        LLI inelastic analyses %or selected masonry walls. Commitments re IE Bulletin 80-11 complete.
DISTRIBUTION CODE: AOOID TITLE:  OR COPIES RECEIVED: LTR Submittal: General Distribution Q  ENCL  L    SIZE:
NOTES: NRR P WR-B I BAPD    1 c g.                                                     05000244 OL 09/1~/69 REC IP IENT            COPIES              RECIPIENT          COPIES ID CODE/NANE            LTTR ENCL        ID CODE/MANE        LTTR ENCL PWR-A PD1 PD 01              5      5      CLIFFORDiJ              1 INTERNAL: ACRS              09          6            ADN/LFNB                1    0 ELD/HDB4                    1      0      NRR BMR EB              1    1 NRR PWR-A EB                1      1      NRR PMR-B EB            1    1 NRR/DHFT/TSCB                1      1      NRR/DBRO DIR            1    1 NRRA)SRO/ RAB                1      1      NRR/GRAS                1    0
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==SUBJECT:==
5 1   4 4
ForwardsR562-N4i"Reinforced NasonrgMallEvaluate:one Evaluation ofControlBldgReinforced Walls'"documenting resultsoFelasticLLIinelastic analyses%orselectedmasonrywalls.Commitments reIEBulletin80-11complete.
                                                                                                                                                                                                                            /
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'IIIIIIIII IIIIIIIII AAA~OAIAAuiu"'IIIIIIIIIII 8K:::::ROCHESTER GASANDELECTRICCORPORATION o89EASTAVENUE,ROCHESTER, N.K14649-0001 ROGERW.KOBERVXEPRESIDENT ElECTRIC&STCAMPROOVCTION December19,1985TKLKPIIONK ARK*COOK7I0546.2700DirectorofNuclearReactorRegulation Attention:
4 5)1        H R    Ih
t<r.GeorgeE.Lear,ChiefPWRProjectDirectorate No.1U.S.NuclearRegulatory Commission Washington, D.C.20555
                                                                                                                                                                                                      <<1
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      'IIIIIIIII IIIIIIIII                                                                                     I A AA ~ OA AA uiu"'II IIIIIIIII 8K:::::
ROCHESTER GAS AND ELECTRIC CORPORATION o 89 EAST AVENUE, ROCHESTER, N.K 14649-0001 ROGER W. KOBER VXE PRESIDENT                                                                              TKLKPIIONK ElECTRIC & STCAM PROOVCTION                                                        ARK* COOK 7 I 0 546.2700 December 19, 1985 Director of Nuclear Reactor Regulation                              iDD:  PWR'    A/BC's      ~fECH        avrrvrrr Attention: t<r. George E. Lear, Chief PWR Project Directorate No. 1                  AD  J. Knight              (ltr only)
U.S. Nuclear Regulatory Commission                                         EB (BALLARD)
Washington, D.C.               20555                                       EICSB (ROSA)
PSB (GAMMILL)
RSB (BERLINGER)


==Subject:==
==Subject:==
SeismicmasonryWallAnalysesR.E.GinnaNuclearPowerPlantDocketNo.50-244iDD:PWR'A/BC's~fECHavrrvrrrAD-J.Knight(ltronly)EB(BALLARD)
Seismic masonry Wall Analyses FOB (BENAROYA)            .
EICSB(ROSA)PSB(GAMMILL)
R. E. Ginna Nuclear Power Plant Docket No. 50-244
RSB(BERLINGER)
 
FOB(BENAROYA)
==Dear Mr. Lear:==
.
 
In RG8E's        letter of  November 6, 1985    regarding seismic analysis of safety-related reinforced masonry block walls in the control building, RG&E committed to provide the final analytical results for these walls by December 20, 1985, Enclosed        is  Computech  Report No. R562-N4, which documents the results of the elastic and inelastic analyses for selected masonry block walls at Ginna Station. These results indicate that there are significant margins of safety for all of the walls, as determined from the inelastic analyses of the selected "worst-case" walls. The margins of safety vary from between 76% for masonry strain ratios to 600'X for steel strain ratios. Thus,                    it their can be concluded that the reinforced block walls will be able to                  maintain,        safety configuration following          an SSE.
The      seismic inputs used in these analyses were derived from the NRC "Senior Seismic Review Team" report, NUREG-CR/1821, as modified to correspond to the Ginna site-specific SSE ground response spectrum, as defined in NUREG/CR-1582, "Seismic Hazard Analysis", anchored at 0.17g.                        This spectrum was found acceptable for use              in  assessing  safety  margins  for  structures,        systems and components at Ginna, as                documented  in  the  NRC Safety  Evaluation        Report          for SEP Topic III-6, "Seismic Design Considerations", January 29, 1982.
A report documenting the Computech correlation study for San Onofre Nuclear Generating Station Unit No. 1 (SONGS-1) wall FB5, which was discussed with the NRC during a December 5, 1985 meeting, has also been prepared. Parts of that report are considered proprietary to Southern California Edison. That report will be submitted as soon as the appropriate application for withholding and affidavit are prepared.                The submittal of these reports will conclude all RG&E seismic commitments resulting from IE Bulletin 80-11, "Masonry Wall Design".
V  ry truly yours, 8512310135 851219 PDR 8
            *DOGIE 00000244 PDR Ro+
0~0/ W. Kober


==DearMr.Lear:==
~ a I d}}
InRG8E'sletterofNovember6,1985regarding seismicanalysisofsafety-relatedreinforced masonryblockwallsinthecontrolbuilding, RG&Ecommitted toprovidethefinalanalytical resultsforthesewallsbyDecember20,1985,EnclosedisComputech ReportNo.R562-N4,whichdocuments theresultsoftheelasticandinelastic analysesforselectedmasonryblockwallsatGinnaStation.Theseresultsindicatethattherearesignificant marginsofsafetyforallofthewalls,asdetermined fromtheinelastic analysesoftheselected"worst-case" walls.Themarginsofsafetyvaryfrombetween76%formasonrystrainratiosto600'Xforsteelstrainratios.Thus,itcanbeconcluded thatthereinforced blockwallswillbeabletomaintain, theirsafetyconfiguration following anSSE.TheseismicinputsusedintheseanalyseswerederivedfromtheNRC"SeniorSeismicReviewTeam"report,NUREG-CR/1821, asmodifiedtocorrespond totheGinnasite-specific SSEgroundresponsespectrum, asdefinedinNUREG/CR-1582, "SeismicHazardAnalysis",
anchoredat0.17g.Thisspectrumwasfoundacceptable foruseinassessing safetymarginsforstructures, systemsandcomponents atGinna,asdocumented intheNRCSafetyEvaluation ReportforSEPTopicIII-6,"SeismicDesignConsiderations",
January29,1982.Areportdocumenting theComputech correlation studyforSanOnofreNuclearGenerating StationUnitNo.1(SONGS-1) wallFB5,whichwasdiscussed withtheNRCduringaDecember5,1985meeting,hasalsobeenprepared.
Partsofthatreportareconsidered proprietary toSouthernCalifornia Edison.Thatreportwillbesubmitted assoonastheappropriate application forwithholding andaffidavit areprepared.
Thesubmittal ofthesereportswillconcludeallRG&Eseismiccommitments resulting fromIEBulletin80-11,"MasonryWallDesign".Vrytrulyyours,8512310135 851219PDR*DOGIE000002448PDR0~0/Ro+W.Kober I~ad}}

Latest revision as of 10:38, 4 February 2020

Forwards R562-N4, Reinforced Masonry Wall Evaluation, Evaluation of Control Bldg Reinforced Walls, Documenting Results of Elastic & Inelastic Analyses for Selected Masonry Walls.Commitments Re IE Bulletin 80-11 Complete
ML17254A689
Person / Time
Site: Ginna Constellation icon.png
Issue date: 12/19/1985
From: Kober R
ROCHESTER GAS & ELECTRIC CORP.
To: Lear G
Office of Nuclear Reactor Regulation
Shared Package
ML17254A690 List:
References
RTR-NUREG-CR-1582, RTR-NUREG-CR-1821 IEB-80-11, NUDOCS 8512310135
Download: ML17254A689 (4)


Text

R EQULATO 'NFORMATION DISTRIBUTION BTEN'R IDB )

ACCESSION NBR: 8512310135 DOC. DATE: 85/12/19 NOTARIZED: NO DOCKET ¹ FACIL: 50-244 Robert Emmet Qinna Nuclear Planti Unit ii Rochester 0 05000244 AUTH. NANE AUTHOR AFFILIATION KOBER> R. M. 'ochester Qas 5 Electric Corp.

REC IP. NANE ProspectAFFILIATION RECIPIENT LEARA Q. E. PWR Directorate' SUB JECT: Forwards R562-N4i "Reinforced Nasonrg Mall Evaluate:one Evaluation of Control Bldg Reinforced Walls'" documenting results oF elastic LLI inelastic analyses %or selected masonry walls. Commitments re IE Bulletin 80-11 complete.

DISTRIBUTION CODE: AOOID TITLE: OR COPIES RECEIVED: LTR Submittal: General Distribution Q ENCL L SIZE:

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'IIIIIIIII IIIIIIIII I A AA ~ OA AA uiu"'II IIIIIIIII 8K:::::

ROCHESTER GAS AND ELECTRIC CORPORATION o 89 EAST AVENUE, ROCHESTER, N.K 14649-0001 ROGER W. KOBER VXE PRESIDENT TKLKPIIONK ElECTRIC & STCAM PROOVCTION ARK* COOK 7 I 0 546.2700 December 19, 1985 Director of Nuclear Reactor Regulation iDD: PWR' A/BC's ~fECH avrrvrrr Attention: t<r. George E. Lear, Chief PWR Project Directorate No. 1 AD J. Knight (ltr only)

U.S. Nuclear Regulatory Commission EB (BALLARD)

Washington, D.C. 20555 EICSB (ROSA)

PSB (GAMMILL)

RSB (BERLINGER)

Subject:

Seismic masonry Wall Analyses FOB (BENAROYA) .

R. E. Ginna Nuclear Power Plant Docket No. 50-244

Dear Mr. Lear:

In RG8E's letter of November 6, 1985 regarding seismic analysis of safety-related reinforced masonry block walls in the control building, RG&E committed to provide the final analytical results for these walls by December 20, 1985, Enclosed is Computech Report No. R562-N4, which documents the results of the elastic and inelastic analyses for selected masonry block walls at Ginna Station. These results indicate that there are significant margins of safety for all of the walls, as determined from the inelastic analyses of the selected "worst-case" walls. The margins of safety vary from between 76% for masonry strain ratios to 600'X for steel strain ratios. Thus, it their can be concluded that the reinforced block walls will be able to maintain, safety configuration following an SSE.

The seismic inputs used in these analyses were derived from the NRC "Senior Seismic Review Team" report, NUREG-CR/1821, as modified to correspond to the Ginna site-specific SSE ground response spectrum, as defined in NUREG/CR-1582, "Seismic Hazard Analysis", anchored at 0.17g. This spectrum was found acceptable for use in assessing safety margins for structures, systems and components at Ginna, as documented in the NRC Safety Evaluation Report for SEP Topic III-6, "Seismic Design Considerations", January 29, 1982.

A report documenting the Computech correlation study for San Onofre Nuclear Generating Station Unit No. 1 (SONGS-1) wall FB5, which was discussed with the NRC during a December 5, 1985 meeting, has also been prepared. Parts of that report are considered proprietary to Southern California Edison. That report will be submitted as soon as the appropriate application for withholding and affidavit are prepared. The submittal of these reports will conclude all RG&E seismic commitments resulting from IE Bulletin 80-11, "Masonry Wall Design".

V ry truly yours, 8512310135 851219 PDR 8

  • DOGIE 00000244 PDR Ro+

0~0/ W. Kober

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