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

5-NCC-EQ.OPT
1 292.01 103.17
2 296.00 103.03
3 300.00 103.12
9 303.99 103.49
5 307.95 103.98
6 311.88 109.76
7 315.75 105.76
8 319.56 106.98
9 323.29 108.92
10 326.94 110.06
11 330.48 111.92
12 333.91 113.96
13 337.22 116.23
14 390.39 118.67
15 393.91 121.28
16 396.28 129.07
17 398.99 127.01
18 351.52 130.11
**** Simplified BISHOP FOS = 1.113 ****
The following is a summary of the TEN most critical surfaces
Problem Description CASE 5 - POWER LINE - SEISMIC
FOS Cir cle Cent er Radi us Initial Termin al Resisting
(BISHOP) x-coo rd y-co ord x-coord x-coord Moment
(ft ) (f t) (ft) (ft) (ft) (ft-lb)
1. 1.113 296. 45 172 .56 69. 53 292.01 351. 52 5.372E+06
2. 1.226 297. 42 180 .72 77. 36 292.02 355. 93 6.350E+06
3. 1.241 306. 25 159 .85 51. 99 292.08 351. 36 9.119E+06
4. 1.299 302. 33 167 .06 63. 26 292.05 353. 66 5.130E+06
5. 1.248 300. 91 170 .13 66. 11 292.05 353. 48 5.361E+06
6. 1.278 302. 93 171 .97 68. 94 292.03 357. 69 5.789E+06
7. 1.360 305. 96 168 .72 65. 59 292.05 358. 99 5.631E+06
6. 1.382 303. 66 173 .93 69. 92 292.07 358. 11 5.985E+06
9. 1.390 305. 31 163 .76 59. 00 292.10 353. 74 4.965E+06
10. 1.909 309. 20 175 .42 71. 47 292.07 359. 49 6.205E+06
* * * END OF FILE
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