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�1 <br />Failure Surfaces Examined. They Are Ordered - Most Critical <br />' First. <br />* * Safety Factors Are Calculated By The Modified Janbu Method <br />1 <br />' Failure Surface Specified By 12 Coordinate Points <br />Point X -Surf Y -Surf <br />' No. (ft) (ft) <br />' Individual data on the 21 slices <br />' Water Water Tie Tie Earthquake <br />Force Force Force Force Force Surcharge <br />Slice Width Weight Top Bot Norm Tan Hor Ver Load <br />No. Ft(m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) <br />1 8.3 156.0 .0 .0 .0 .0 .0 .0 .0 <br />2 41.7 33754.5 .0 .0 .0 .0 .0 .0 .0 <br />1 <br />191.67 <br />174.58 <br />.0 <br />2 <br />241.66 <br />175.29 <br />' <br />3 <br />291.55 <br />178.62 <br />4 <br />4 <br />341.19 <br />184.59 <br />' <br />S <br />6 <br />390.45 <br />439.19 <br />193.17 <br />204.33 <br />.0 <br />7 <br />487.27 <br />218.05 <br />49.6 <br />S <br />534.56 <br />234.29 <br />' <br />9 <br />580.93 <br />253.00 <br />.0 <br />10 <br />626.24 <br />274.13 <br />231884.9 <br />11 <br />670.38 <br />297.62 <br />' <br />12 <br />674.33 <br />300.00 <br />' <br />* ** <br />2.401 <br />* ** <br />.0 <br />.0 <br />.0 <br />.0 <br />' Individual data on the 21 slices <br />' Water Water Tie Tie Earthquake <br />Force Force Force Force Force Surcharge <br />Slice Width Weight Top Bot Norm Tan Hor Ver Load <br />No. Ft(m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) <br />1 8.3 156.0 .0 .0 .0 .0 .0 .0 .0 <br />2 41.7 33754.5 .0 .0 .0 .0 .0 .0 .0 <br />' 20 2.3 456.7 .0 .0 .0 .0 .0 .0 .0 <br />3 <br />47.2 <br />108633.4 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />' <br />4 <br />2.7 <br />8273.3 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />5 <br />49.6 <br />183441.5 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />6 <br />49.3 <br />231884.9 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />' <br />7 <br />48.7 <br />262076.3 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />8 <br />48.1 <br />274193.8 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />9 <br />47.3 <br />268751.1 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />35.4 <br />190717.4 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />'10 <br />11 <br />10.9 <br />53552.4 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />12 <br />4.1 <br />18350.2 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />13 <br />14 <br />15.0 <br />26.2 <br />63944.1 <br />102879.9 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />15 <br />3.8 <br />13731.7 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />16 <br />2.0 <br />7104.1 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />17 <br />28.0 <br />71219.1 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />18 <br />10.0 <br />9676.7 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />19 <br />.4 <br />117.6 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />.0 <br />' 20 2.3 456.7 .0 .0 .0 .0 .0 .0 .0 <br />