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

2-NCC.OPT
6 306.98 103.40
7 309.97 103.66
B 312.99 109.06
9 315.89 104.61
10 318.81 105.30
11 321.70 106.13
12 324.54 107.09
13 327.33 108.19
19 330.06 109.42
15 332.74 110.79
16 335.39 112.28
17 337.87 113.89
18 340.32 115.62
19 342.68 117.47
20 399.95 119.93
21 397.13 121.50
22 349.20 123.67
23 351.17 125.93
24 353.02 128.29
25 359.76 130.74
26 355.01 131.12
**** Simplified HISHOP FOS = 1.292 ****
The following is a summary of the TEN most critical surfaces
Problem Description CASE 2 - LITTLE DRY CREEH
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. 1.292 303.07 165.70 62.92 292.09 355.01 5.376E+06
2. 1.311 306.06 156.75 53.63 292.07 353.72 9.609E+06
3. 1.321 301.80 166.97 62.74 292.07 353.87 5.398E+06
4. 1.355 295.25 185.71 81.52 292.09 355.97 7.161E+06
5. 1.376 300.70 180.05 76.65 292.03 357.93 6.843E+06
6. 1.381 306.13 159.95 56.03 292.09 359.42 9.882E+06
7. 1.408 298.95 181.50 77.16 292.05 356.47 6.890E+06
8. 1.423 305.22 166.66 62.73 292.08 356.29 5.568E+06
9. 1.923 309.12 152.31 99.06 292.10 353.77 9.329E+06
10. 1.932 297.62 189.35 85.27 292.09 357.93 7.722E+06
* * * END OF FILE
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