2006-12-19_REVISION - M2001107

• Permit No: M2001107
• IBM Index Class Name: Revision
• Doc Date: 12/19/2006
• Doc Name: Adequacy Review Response
• From: J&T Consulting, Inc.
• To: DRMS
• Type & Sequence: TR3
• Media Type: D
• Archive: No

1-NCC-EQ.OPT
2 296.02 103.92
3 300.02 103.48
9 309.01 103.71
5 307,99 109.11
6 311.95 104.69
7 315.88 105.43
B 319.77 106.33
9 323,63 107,91
10 327,43 108.69
11 331.16 110.09
12 339,86 111.60
13 338,48 113.31
14 342,02 115.18
15 395,97 117,19
16 398,89 119.35
17 352.11 121.66
18 355.26 129.10
19 358.34 126.67
20 361.29 129.37
21 369.12 132.20
22 366.83 135.14
23 369.91 138.20
24 371.86 191.36
25 372.27 141.95
**** Simplified BISHOP FOS = 1.071 ****
The following is a summary of the TEN most critical surfaces
Problem Description CASE 1 - SAND HILL CHANNEL - SEISMIC
FOS Circle Centex Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
(ft) (ft) (ft) (ft) (ft) (ft-lb)
1. 1.071 296.60 197.03 93.61 292.02 372.27 1.156E+07
2. 1.125 303.33 182.13 77.96 292.07 370.71 9.689E+06
3. 1.159 301.92 189.15 89.68 292.07 371.88 1.075E+07
9. 1.207 306.18 186.50 64.70 292.08 376.93 1.123E+07
5. 1.250 299.59 187.99 65.15 292.01 371.46 1.250E+07
6. 1.320 301.51 258.84 155.60 292.02 399.97 2.380E+07
7. 1.322 312.19 188.66 85.70 292.08 380.57 1.298E+07
8. 1.333 300.63 212.70 107.32 292.09 378.02 1.528E+07
9. 1.335 305.73 199.18 88.85 292.10 375.69 1.247E+07
10. 1.350 304.11 297.99 194.24 292.04 396.24 2.193E+07
* * * END OF FILE * * *
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