ML18037A381

Forwards Response to 820422 Request for Addl Info Re Util Response to IE Bulletin 80-11, Masonry Wall Design.

ML18037A381
Person / Time
Site:	Nine Mile Point
Issue date:	06/14/1982
From:	Lempges T NIAGARA MOHAWK POWER CORP.
To:	Vassallo D Office of Nuclear Reactor Regulation
References
REF-SSINS-6820 IEB-80-11, NUDOCS 8206210453
Download: ML18037A381 (94)

Text

REGULATORY "FORMATION DISTRIBUTION SYS (RIDS)

ADCECOIOP NBR:8208210058 DOC.DATE: 82/06/10 NOTARIZ80: NO DOCKET FACIL:SO-220 Nine Mi l e Point Nuclear Stations Unit 1 i Niagara -Powe 05000220

'AUTH ~ NAME AUTHOR AFFILIATION L'EMPGESET ~ ED Niagara Mohawk Power Corp.

'RHCIP ~ NAME VASSALLOED F 8 'perating RECIPIENT AFFILIATION Reactars Branch 2 Forwards response to 820422 request for addi info re util I

SUBJECT:

1<< response to IE Bulletin 80"118 "Masonry Nail Design."

Vp/~, W I &&K, DISTRIBUTION CODE: A001S, COPIES RECEIVED!LTR TITLE: General J ENCL i SIZE ~

Distribution for af ter Issuance of Operating License ~

NOTES:

REC IP I ENT COPIES RECIPIENT COPIES ID CODE/NAME LTTR ENCL ID CODE/NAM<<E LTTR ENCL ORB P2 BC 01 7 7 INTE RhAL: ELD/HDS3 1 0 NRR/DHFS DEPY08 1 NRR/DL 0 IR 1 1 NRR/DL/ORAB 1 0 NRR/DSI/RAB 1 1 0' 1 1 RGN1 1 1 EXT<<ERNAL: ACRS 09 10 10 LPDR 03 1 1 NRC PDR 02 1 1 NSIC 05 1 1 NTIS 1 1

<<TOTAL NUMBER OF COPIES REQUIRED: LTTR 28 ENCL 26

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Nl V MIIASAIRA IAJ U %GAWK NIAGARA MOHAWK POWER CORPORATION/300 ERIE BOULEVARD WEST, SYRACUSE, N.Y. 13202/TELEPHONE (315) 474-1511 June 14, 1982 Director of Nuclear Reactor Regulation Attention: Jlr. Domenic B. Vassallo, Chief Operating Reactors Branch No. 2 U.S. Huclear Regulatory Commission Washington, D.C. 20555 Re: Nine Nile Point Unit 1 Docket Ho. 50-220 DPR-63 Gentlemen:

Your letter of April 22, 1982 requested information regarding our response to Inspection and Enforcement Bulletin 80-11, "Masonry Wall Design".

Additional information as requested in your letter is attached.

Very truly yours, NIAGARA MOHAWK POWER CORPORATION p/ ~j Thomas E. Lempges Vice President - JJuclear Generation t<Gt9'kmb

'-DR 8205210452 5204<<

PDR *DOGIE 05OOO22O

4

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NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT UNIT 1 Additional Information Regarding Inspection and Enforcement Bulletin 80-11 Masonry Walls

l. Ouestion Provide and justify the boundary conditions and modeling techniques used for the reevaluation of masonry walls at the Nine Mile Point plant and indicate how the potential for block pull-out was considered.

~Res onse Boundary conditions were established for the masonry walls based on the actual geometries of the walls. The walls were analyzed to verify the transfer of forces and moments consistent with the boundary conditions.

Potential for block pull-out was not'a problem with the safety-related masonry walls at Nine Mile Point Unit 81. Piping that was attached to the walls was small in diameter and the loads exerted were negligible.

2. (}uestion Indicate how earthquake forces in three direction and equipment loads were considered in the analysis. Using sample calculations, indicate how the effects of higher modes of vibration are included in the analysis'.

Provide the damping values used and justify any deviation from the SEB criteria t:41.

~Res ons'e Wall stresses due to horizontal in-plane and vertical loads were considered to be negligible. The design and analysis of masonry walls was based on the FSAR for Nine Mile Point Unit 1 which uses a,iO,ling groU~'d>

acceleration and an equivalent static analysis utilizing the resulting floor acceleration values. Since an equivalent static approach was used, neither higher modes nor damping val,iies were of concern.

3. (}uestion Provide a brief description and sample calculations to show the analytical approach used for single wythe and multiple wythe walls.

~Res onse The masonry walls at Nine Mile Point Unit 1 were re-analyzed using ACI 531-79. Calculations for single and multiple wythe walls are attached.

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(}uestion Provide and justify the increase factors used in the criteria for allowable stresses. The SEB criteria [43 allow no increase in the allowable stresses for load combinations including wind or operating basis earthquake (OBE) loads. The allowable working stresses for load conditions which represent abnormal/severe and abnormal/extreme environmental conditions such as a design basis earthquake (DBE) may be multiplied by factors shown in the table in the SEB criteria l.4j which are given below:

~of S Factor Axial or flexural compression 2.5 Bearing 2.5 Reinforcement stress except shear 2.0 but no to exceed 0.9 fy Shear reinforcement and/or bolts 1.5 Masonry tension parallel to bed joint 1.5 Shear carried by masonry 1.3 Masonry tension perpendicular to bed joint

- for reinforced masonry 0

- for unreinforced masonry 1.3

~Res onse Increase factors were not required in the reanalysis of the safety related walls at Nine Mile Point Unit Pl. However, two walls which were installed as a result of fire protection analysis were designed with a 1/3 increase in allowable stress since they were non-safety related. Re-analysis in accordance with the bulletin indicated that increase factors were not necessary.

(}uestion Provide sketches of the proposed wall modifications L3j and indicate, using sample calculations, how these modifications will correct the i<all deficiencies. Indicate the out-of-plane drift effects of the bracing added to walls 31, 44, 45, 59 and 66 as stated in Reference 3.

~Res onse See attached calculations and sketches. Out-of-plane drift effects will not cause overstress due to the limiting nature of the support deflection.

l 2 d

6. (}uesti on Provide the status of the proposed wall modifications.

~Res onse All proposed wall modifications are complete.

7. t}uestion Provide the results of the analysis of all masonry walls in terms of actual stresses versus allowable stresses.

~Res onse See attached calculations for typical stresses (actual vs. allowable).

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