TAC:42918
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Other: ML20028B782, ML20028B784, ML20028C835, ML20052F235, ML20054F241, ML20204G419 | |
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MONTHYEARML20028B7841981-07-31031 July 1981
[table view]Structural Engineering Branch Criteria for Safety-Related Masonry Wall Evaluation ML20050E0061982-03-15015 March 1982 Forwards Request for Addl Info Re Response to IE Bulletin 80-11, Masonry Wall Design. Response Required by 820501 ML20052F2351982-05-0505 May 1982 Requests Extension of 820501 Deadline to Complete Necessary Calculations Re Integrity of Concrete Masonry Walls Per IE Bulletin 80-11.Response Will Be Complete by 820601 ML20054F2411982-06-0808 June 1982 Responds to NRC Requesting Addl Info Re Integrity of Concrete Masonry Walls Per IE Bulletin 80-11.Requested Info Encl ML20062E7371982-07-30030 July 1982 Forwards Response to 820722 Request for Addl Info Re Method Used in Masonry Wall Analysis,Per IE Bulletin 80-11. Component Factor Method More Conservative than SRP Method ML20028B7821982-11-22022 November 1982 Requests Addl Info,Within 30 Days,Re IE Bulletin 80-11 on Masonry Wall Design ML20028C8351983-01-0606 January 1983 Forwards Addl Info Re IE Bulletin 80-11, Masonry Wall Design, Per NRC 821122 Request.Tornado & Tornado Missiles Not Postulated as Design Basis for Facility Because of Low Probability ML20204G4191983-04-28028 April 1983 Forwards Calculations Showing That Wall Enclosing Nuclear Svc Station Transformer Can Withstand 101 Mph Wind & Associated Wind Generated Missiles,Per IE Bulletin 80-11. Shield Structure Will Be Installed by 830901 1982-05-05 | |
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