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The following is a summary of the TEN most critical surfaces <br />Problem Description : Loloff Pit North EQ <br />FOS <br />NORTHEQ.OPT <br />26 <br />353.70 <br />114.31 <br />27 <br />359.30 <br />116.47 <br />28 <br />364.85 <br />118.75 <br />29 <br />370.35 <br />121.16 <br />30 <br />375.79 <br />123.68 <br />31 <br />381.18 <br />126.32 <br />32 <br />386.51 <br />129.08 <br />33 <br />391.77 <br />131.95 <br />34 <br />396.98 <br />134.94 <br />35 <br />402.11 <br />138.05 <br />36 <br />407.18 <br />141.26 <br />37 <br />412.17 <br />144.59 <br />38 <br />417.09 <br />148.02 <br />39 <br />421.93 <br />151.56 <br />40 <br />426.70 <br />155.21 <br />41 <br />431.38 <br />158.96 <br />42 <br />431.43 <br />159.00 <br />* * ** Simplified <br />BISHOP <br />FOS = 1.268 * * ** <br />The following is a summary of the TEN most critical surfaces <br />Problem Description : Loloff Pit North EQ <br />* * * END OF FILE * * * <br />Page 4 <br />FOS <br />circle <br />center <br />Radius <br />Initial <br />Terminal <br />Resisting <br />(BISHOP) <br />x -coord <br />y -coord <br />x -coord <br />x -coord <br />Moment <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft-lb) <br />1. <br />1.268 <br />258.05 <br />370.65 <br />273.60 <br />206.08 <br />431.43 <br />6.268E +07 <br />2. <br />1.270 <br />266.33 <br />352.16 <br />255.12 <br />210.00 <br />432.97 <br />5.975E +07 <br />3. <br />1.278 <br />256.23 <br />378.95 <br />281.83 <br />205.28 <br />432.43 <br />6.500E +07 <br />4. <br />1.278 <br />248.07 <br />391.58 <br />294.41 <br />202.26 <br />428.59 <br />6.512E +07 <br />5. <br />1.279 <br />260.94 <br />361.63 <br />264.22 <br />208.19 <br />430.49 <br />6.025E +07 <br />6. <br />1.280 <br />263.40 <br />351.16 <br />253.57 <br />209.90 <br />428.84 <br />5.723E +07 <br />7. <br />1.285 <br />245.06 <br />403.23 <br />306.20 <br />200.75 <br />429.72 <br />6.830E +07 <br />8. <br />1.285 <br />261.57 <br />374.22 <br />277.21 <br />207.19 <br />436.25 <br />6.636E +07 <br />9. <br />1.287 <br />256.23 <br />384.25 <br />287.15 <br />205.08 <br />434.29 <br />6.730E +07 <br />10. <br />1.287 <br />249.45 <br />393.26 <br />296.04 <br />202.76 <br />430.44 <br />6.665E +07 <br />* * * END OF FILE * * * <br />Page 4 <br />