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2013-10-24_REVISION - M1985112 (2)
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2013-10-24_REVISION - M1985112 (2)
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Last modified
8/24/2016 5:34:30 PM
Creation date
10/24/2013 4:16:58 PM
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Template:
DRMS Permit Index
Permit No
M1985112
IBM Index Class Name
REVISION
Doc Date
10/24/2013
Doc Name
TR01 Responses to Second Adequacy review Comments (See separate map)
From
J & T Consulting, Inc
To
DRMS
Email Name
PSH
TAK
Media Type
D
Archive
No
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* * ** Simplified BISHOP Fos = 3.692 * * ** <br />The following is a summary of the TEN most critical surfaces <br />Problem Description : Loloff Pit East Full Top Reservoir <br />FOS <br />EASTFTOP.OPT <br />35 <br />401.50 <br />145.35 <br />36 <br />406.23 <br />149.05 <br />37 <br />410.85 <br />152.87 <br />38 <br />415.38 <br />156.81 <br />39 <br />417.78 <br />159.00 <br />* * ** Simplified BISHOP Fos = 3.692 * * ** <br />The following is a summary of the TEN most critical surfaces <br />Problem Description : Loloff Pit East Full Top Reservoir <br />* * * END OF FILE * * * <br />Page 4 <br />FOS <br />Circle <br />Center <br />Radius <br />Initial <br />Terminal <br />Resisting <br />(BISHOP) <br />x -coord <br />y -coord <br />x -coord <br />x -coord <br />Moment <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft-lb) <br />1. <br />3.692 <br />259.23 <br />331.83 <br />234.55 <br />208.49 <br />417.78 <br />4.594E +07 <br />2. <br />3.705 <br />256.82 <br />339.98 <br />242.88 <br />206.89 <br />418.79 <br />4.784E +07 <br />3. <br />3.717 <br />259.00 <br />331.76. <br />234.32 <br />208.69 <br />417.29 <br />4.565E +07 <br />4. <br />3.791 <br />262.70 <br />350.37 <br />253.13 <br />209.00 <br />428.38 <br />5.421E +07 <br />5. <br />3.791 <br />255.30 <br />356.05 <br />258.79 <br />205.98 <br />423.05 <br />5.261E +07 <br />6. <br />3.816 <br />259.54 <br />362.98 <br />265.74 <br />207.29 <br />429.83 <br />5.728E +07 <br />7. <br />3.835 <br />253.65 <br />364.61 <br />267.32 <br />205.18 <br />424.47 <br />5.481E +07 <br />8. <br />3.855 <br />259.32 <br />358.60 <br />261.04 <br />207.99 <br />427.54 <br />5.520E +07 <br />9. <br />3.858 <br />253.97 <br />370.98 <br />273.69 <br />205.08 <br />427.07 <br />5.731E +07 <br />10. <br />3.882 <br />255.73 <br />386.83 <br />289.81 <br />204.67 <br />434.80 <br />6.463E +07 <br />* * * END OF FILE * * * <br />Page 4 <br />
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