ML14015A286: Difference between revisions

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#REDIRECT [[RS-14-006, Clinton, Unit 1, Updated Safety Analysis Report, Revision 16, Appendix C - Computer Programs]]
{{Adams
| number = ML14015A286
| issue date = 01/09/2014
| title = Updated Safety Analysis Report, Revision 16, Appendix C - Computer Programs
| author name =
| author affiliation = Exelon Generation Co, LLC
| addressee name =
| addressee affiliation = NRC/NRR
| docket = 05000461
| license number = NPF-062
| contact person =
| case reference number = RS-14-006
| package number = ML14015A117
| document type = Updated Final Safety Analysis Report (UFSAR)
| page count = 225
}}
 
=Text=
{{#Wiki_filter:Soil Profile  Young's Modulus (psf)  Poisson's Ratio
 
______________
////////  Semi-infinite        5 x 10 6    0 Elastic body
 
______________
//////// <= NOTE: This is a soil formula 
 
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE C101 SOIL PROFILE AND PROPERTIES FOR ELASTIC SETTLEMENT COMPUTATION (SETTLE VALIDATION PROBLEM 3)}}

Latest revision as of 16:50, 17 March 2019

Updated Safety Analysis Report, Revision 16, Appendix C - Computer Programs
ML14015A286
Person / Time
Site: Clinton Constellation icon.png
Issue date: 01/09/2014
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML14015A117 List: ... further results
References
RS-14-006
Download: ML14015A286 (225)


Text

Soil Profile Young's Modulus (psf) Poisson's Ratio

______________

//////// Semi-infinite 5 x 10 6 0 Elastic body

______________

//////// <= NOTE: This is a soil formula

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE C101 SOIL PROFILE AND PROPERTIES FOR ELASTIC SETTLEMENT COMPUTATION (SETTLE VALIDATION PROBLEM 3)