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<br />~ ~ ~~ az z~ of • <br />3 68.08 36.08 <br />4 72.83 34.50 <br />5 77.65 33.18 <br />6 82.54 32.12 <br />7 87.47 31.33 <br />8 92.45 30.81 <br />9 97.44 30.56 <br />10 102.44 30.59 <br />11 107.43 30.88 <br />12 112.40 31.45 <br />13 117.33 32.28 <br />14 122.21 33.39 <br />15 127.02 34.75 <br />16 131.75 36.38 <br />17 136.38 38.25 <br />18 140.90 40.38 <br />19 145.31 42.75 <br />20 149.57 45.36 <br />21 153.69 48.20 <br />22 157.65 51.25 <br />23 161.44 54.51 <br />24 165.04 57.98 <br />25 168.45 61.64 <br />26 171.26 65.00 <br />**** Simplified BISHOP FOS = 1.665 **** <br />The following is a summary of the TEN most critical surfaces <br />Problem Description LaPoudre Pit North: Stability 3:1 <br /> FOS Circle Center Radius Initial Terminal Resisting <br /> (BISHOP) x-coord y-coord x-coord x-coord Moment <br /> (ft) (ft) (ft) (ft) (ft) (ft-lb) <br />1. 1.665 99.51 122.51 91.96 58.89 171.26 8.600E+06 <br />2. 1.678 102.62 124.28 96.00 56.67 178.12 1.124E+07 <br />3. 1.680 98.10 129.23 99.34 54.44 173.84 1.011E+07 <br />4. 1.680 106.94 123.35 95.12 61.11 182.03 1.184E+07 <br />5. 1.685 101.54 139.60 109.24 56.67 181.32 1.249E+07 <br />6. 1.686 99.02 147.87 115.09 58.89 178.86 1.142E+07 <br />7. 1.687 97.87 123.45 94.08 54.44 171.58 9.355E+06 <br />8. 1.698 95.64 128.80 98.84 52.22 171.12 9.521E+06 <br />9. 1.699 103.86 143.80 113.13 58.89 184.99 1.357E+07 <br />10. 1.702 107.71 123.42 96.66 58.89 184.70 1.322E+07 <br />* * * END OF FILE <br />