ML14015A286: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
 
(Created page by program invented by StriderTol)
 
(2 intermediate revisions by the same user not shown)
Line 2: Line 2:
| number = ML14015A286
| number = ML14015A286
| issue date = 01/09/2014
| issue date = 01/09/2014
| title = Clinton, Unit 1, Updated Safety Analysis Report, Revision 16, Appendix C - Computer Programs
| title = Updated Safety Analysis Report, Revision 16, Appendix C - Computer Programs
| author name =  
| author name =  
| author affiliation = Exelon Generation Co, LLC
| author affiliation = Exelon Generation Co, LLC
Line 15: Line 15:
| page count = 225
| 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)