2015-01-12_REVISION - M1985112 ‎(7)‎

• Permit No: M1985112
• IBM Index Class Name: Revision
• Doc Date: 1/12/2015
• Doc Name: New Amendment
• From: Loloff Construction, Inc.
• To: DRMS
• Type & Sequence: AM1
• Email Name: TAK
• Email Name: PSH
• Media Type: D
• Archive: No

EASTFTOPEQ.OPT
27 359.22 119.75
28 364.63 122.35 .
29 369.98 125.08
30 375.25 127.94
31 380.45 130.93
32 385.58 134.04
33 390.63 137.29
34 395.59 140.65
35 400.47 144.14
36 405.27 147.75
37 409.97 151.48
38 414.58 155.32
39 418.79 159.00
**** Simplified BISHOP FOS = 2.036 ****
The following is a summary of the TEN most critical surfaces
Problem Description : Loloff East EQ Full Top Reservoir
FOS Circle Center Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
(ft) (ft) (ft) (ft) (ft) (ft-lb)
1. 2.036 256.82 339.98 242.88 206.89 418.79 4.575E+07
2. 2.036 259.23 331.83 234.55 208.49 417.78 4.394E+07
3. 2.048 259.00 331.76 234.32 208.69 417.29 4.366E+07
4. 2.060 262.70 350.37 253.13 209.00 428.38 5.193E+07
5. 2.065 255.30 356.05 258.79 205.98 423.05 5.036E+07
6. 2.068 259.54 362.98 265.74 207.29 429.83 5.488E+07
7. 2.080 253.65 364.61 267.32 205.18 424.47 5.249E+07
8. 2.082 255.73 386.83 289.81 204.67 434.80 6.197E+07
9. 2.085 253.97 370.98 273.69 205.08 427.07 5.491E+07
10. 2.086 261.25 386.04 288.95 206.79 439.98 6.452E+07
* * * END OF FILE * * *
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