ML13324A691

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Forwards Eg&G Preliminary Evaluation Re Proposed strain- Elastically Calculated Stress Relationship,Per 850731 Request.Review of Encl in Preparation for 850814-15 Meetings Requested
ML13324A691
Person / Time
Site: San Onofre Southern California Edison icon.png
Issue date: 08/01/1985
From: Charemagne Grimes
Office of Nuclear Reactor Regulation
To: Rainsberry J
Southern California Edison Co
References
NUDOCS 8508090493
Download: ML13324A691 (22)


Text

AUG 0 1 1985 Docket No.:

50-206 Mr. Jack Rainsberry, Supervising Engineer San Onofre Nuclear Generating Station, Unit 1 Licensing Southern California Edison Company P. 0. Box 800 2244 Walnut Grove Avenue Rosemead, California 91770

Dear Mr. Rainsberry:

SUBJECT:

LONG TERM SEISMIC CRITERIA AND ANALYSIS METHODS SAN ONOFRE NUCLEAR GENERATING STATION, UNIT 1 As you requested during a conference call on July 31, 1985, attached is a copy of a preliminary evaluation prepared by EG&G Idaho regarding the proposed strain-elastically calculated stress relationship. We request that you review this material in preparation for the meeting scheduled on August 14-15, 1985. If you have any questions regarding this material, please contact Thomas Cheng (301-492-8393).

C.Kw7. 6 r;me5 Christopher I. Grimes, Chief Systematic Evaluation Program Branch Division of Licensing DISTRIBUTION Central Files SEPB Reading CGrimes TCheng PDR L PDR

  • SEE PREVIOUS FOR CONCURRENCE.

SEPB:DL*

SEPB:DL*

SEPB:D TCheng EMcKenna CGrimes'5 08/01/85 08/01/85 08/ k/85 8506090493 850601 PDR ADOCK 05000206 P

PDR

Docket No.:

50-206 Mr. Jack Rainsberry, Supervising Engineer San Onofre Nuclear Generating Station, Unit 1 Licensing Southern California Edison Company P. 0. Box 800 2244 Walnut Grove Avenue Rosemead, California 91770

Dear Mr. Rainsberry:

SUBJECT:

LONG TERM SEISMIC CRITERIA AND ANALYSIS METHODS SAN ONOFRE NUCLEAR GENERATING STATION, UNIT 1 Per your request during a July 31, 1985 Conference Call, attached is a copy of our consultant, EG&G Idaho's, informal evaluation of the proposed strain-elastically calculated stress relationship for you to prepare for the meeting scheduled on August 14-15, 1985. If you have any questions regarding this evaluation, please contact Thomas Cheng (301-492-8393).

Christopher I. Grimes, Chief Systematic Evaluation Program Branch Division of Licensing DISTRIBUTION Central Files SEPB Reading CGrimes TCheng SEPB:6 SERNZ' SEPB:DL TCheng EMcKenna CGrimes 08// /85 08/1 /85 08/ /85

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  • .-Douoiptaon Fmr Fctr Concentric and eccentfct3 reducers rNote (71]D,'

4ANSI 816a.9)

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to D, 12 84 DY 48.4 85 "C2: REDUCER, 41

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-SUBSECTION NC Jw Eli~o Fl exibility Flexibility Strusa Intenmi.

C1 Characteristic f, Factor k fication Factor i Sketch Welding lee per 44t.

I09 ANYSI 816.9 (Notes (1). (2) f

1-...

.IT.

7 -w (b) hinwry Plus Secvndary Srrez Indirms 71e Ck and C2, stress indices for moment loadings [see NB 3683.1(d)] shal be taken as:

z.- 0.67 (R./7)4but not < 2.0y.

(

)

C, -

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but not < 2.0o~-

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5-1 L.

B 'L :1C.

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