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-EQ.OPT
Point x-surf y-surf
No. (ft) (ft)
1 292.09 109.26
2 295.01 103.80
3 297.99 103.98
9 300.99 103.31
5 303.98 103.28
6 306.98 103.90
7 309.97 103.66
8 312.94 109.06
9 315.89 109.61
10 318.81 105.30
11 321.70 106.13
12 329.59 107.09
13 327.33 108.19
14 330.06 109.92
15 332.79 110.79
16 335.39 112,28
17 337.87 113.89
18 390.32 115.62
19 342.68 117.47
20 399.95 119.93
21 397.13 121.50
22 399.20 123.67
23 351.17 125.93
29 353.02 128.29
25 354.76 130.79
26 355.01 131.12
**** Simplified BISHOP FOS = 1.118 ****
The following is a summary of the TEN most critical surfaces
Problem Description CASE 2 - LITTLE DRY CREEK - SEISMIC
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. 1.118 303.07 165.70 62.92 292.04 355.01 5.223E+06
2. 1.138 306.08 156.75 53.63 292.07 353.72 9.976E+06
3. 1.199 301.80 166.97 62.74 292.07 353.87 5.299E+06
4. 1.173 295.25 165.71 81.52 292.09 355.97 6.968E+06
5. 1.175 300.70 180.05 76.65 292.03 357.93 6.658E+06
6. 1.194 306.13 159.95 56.03 292.09 359.92 9.796E+06
7. 1.211 298.95 181.50 77.18 292.05 356.97 6.708E+06
8. 1.221 305.22 166.68 62.73 292.08 356.29 5.420E+06
9. 1.224 297.62 189.35 85.27 292.09 357.93 7.522E+06
10. 1.231 306.39 165.24 61.58 292.08 356.77 5.399E+06
* * * END OF FILE
Page 9