ML20215D886
| ML20215D886 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 12/10/1986 |
| From: | Bailey J GEORGIA POWER CO. |
| To: | Youngblood B Office of Nuclear Reactor Regulation |
| References | |
| GN-1228, NUDOCS 8612170104 | |
| Download: ML20215D886 (3) | |
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Georgia Fbwer Company Fbst Office Box 282 Waynesboro, Georgia 30830 Telephone 404 554-9961 404 724-8114 Southern Company Services, Inc.
Post Office Box 2625 hm Birmingham. Alabama 35202 Telephone 205 870-6011 December 10, 1986 Director of Nuclear Reactor Regulation File: X7BC35 Attention:
Mr. B. J. Youngblood Log:
GN-1228 PWR Project Directorate #4 Division of PWR Licensing A U. S. Nuclear Regulatory Commission Washington, D.C.
20555 NRC DOCKET NUMBERS 50-424 AND 50-425 CONSTRUCTION PERMIT NUMBERS CPPR-108 AND CPPR-109
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V0GTLE ELECTRIC GENERATING PLANT - UNITS 1 AND 2 1
FSAR CORRECTION
Dear Mr. Denton:
In Amendment 25 of the VEGP FSAR, the discussion of the FAPPS (ME-150) computer program was inadvertently deleted. This discussion, along with verification information, will be included in the next amendment as presented in the attachment.
If your staff requires any additional information, please do not hesitate to contact me.
S cerely, J. A. Bailey Project Licensing Manager JAB /caa Attachment xc:
R. E. Conway NRC Regional Administrator R. A. Thomas NRC Resident Inspector J. E. Joiner, Esquire D. Feig B. W. Churchill, Esquire R. A. McManus M. A. Miller (2)
L. T. Gucwa B. Jones, Esquire Vogtle Project File G. Bockhold, Jr.
8612170104 861210 PDR ADOCK 05000424 A
PDR OOk I il
VEGP-FSAR-3 3.9.B.1.2.1.7 ME-105 Program, OPTIPIPE.
The.ME-105 is a preprecessing program which provides automated data collection 12 and data entry for the ME-101 program.
The verification report is on file at Bechtel.
3.9.B.1.2.1.8 BASE PLATE (ME-035).
The BASE PLATE program is a finite element program used to design and analyze pipe support 2
5 flexible base plates on geometrically nonlinear foundations.
The program performs geometry calculations to generate the finite element model and creates data sets for output report tables and the cetermination of the deformed and/or undeformed geometry configuration.
The verification report is on file at Bechtel.
y 3.9. 8.1.2.1. 9 (see insert}
3.9.B.1.3 Experimental Stress Analysis 3.9.B.1.3.1 NSSS and Class 1 Branch Lines Refer to paragraph 3.9.N.1.3.
3.9.B.1.3.2 Seismic Category 1 Items Other Than NSSSs and Class 1 Branch Lines Experimental stress analysis methods are not used in the design
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of code or noncode components for the faulted condition.
For code components, the rtresses do not exceed the limits of Section III of the ASME Boiler and Pressure Vessel Code.'1*
3.9.B.1.4 Consideration'for the Evaluation of the Faulted Condition l
3.9.B.1.4.1 Seismic Category 1 Items in the NSSS and Class 1
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Branch Lines Refer to paragraph 3.9.N.I.4.
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3.9.B.1.4.2 Seismic Category 1 Items Other Than the NSSS For statical'.y applied loads, the stress allowables of Appendix F of ASME Section III, Division 1, are used for code Amend. 3 1/84 Amend. 12 12/84 Amend. 24 6/86 Amend. 25 9/86 3.9.B.1-4 Amend. 30 12/86
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l INSERT
- 3.9.B.1.2.1.9 ME-150 Program, FAPPS. The ME-150 optimizes frame member sizes, welds, base plates, and embedments based upon various user-specified design limitation. The verification report is on file at Bechtel.
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