ML13317A140

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Forwards Seismic Evaluation of Reinforced Concrete Masonry Walls, Per SEP Topic III-6 Re Seismic Design Considerations.Results Can Be Compared to Test Results to Assess Conservatism of Anaylsis Methodology
ML13317A140
Person / Time
Site: San Onofre 
Issue date: 04/28/1983
From: Baskin K
Southern California Edison Co
To: Crutchfield D
Office of Nuclear Reactor Regulation
Shared Package
ML13317A143 List:
References
TASK-03-06, TASK-3-6, TASK-RR NUDOCS 8305020427
Download: ML13317A140 (1)


Text

Southern California Edison Company P. 0.

BOX 800 2244 WALNUT GROVE AVENUE ROSEMEAD.

CALIFORNIA 91770 K. P. BASKIN TELEPHONE MANAGER OF NUCLEAR ENGINEERING, April 28 1983 (213) 572-1401 SAFETY, AND LICENSING A

l2 1983 Director, Office of Nuclear Reactor Regulation Attention:

D. M. Crutchfield, Chief Operating Reactors Branch No. 5 Division of Licensing U. S. Nuclear Regulatory Commission Washington, D.C. 20555 Gentlemen:

Subject:

Docket No. 50-206 Masonry Wall Pretest Analysis SEP Topic 111-6 Seismic Design Considerations San Onofre Nuclear Generating Station Unit 1 In accordance with our letter dated April 8, 1983, enclosed is a summary of the previous masonry wall analyses which are representative of the three panel types being tested in our masonry wall test program. As indicated in this report, these analysis results can be compared to the test results to assess the conservatism of the analysis methodology.

If you have any questions regarding this information, please let us know.

Very truly yours, 9305020427 830428 PDR ADOCK 05000206 P

PDR