Laserfiche WebLink
<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 /> Vo. Ft(m) Lbs(kg) Lbs(kg) Lbs(kg} Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) <br /> 1 2.9 223.8 87358.8 93869.6 .0 .0 34.0 .0 .0 <br /> 2 15.7 14470.3 ******* ******* .0 .0 2199.5 .0 .0 <br /> 3 19.0 48149.9 ******* ******* .0 .0 7318.8 .0 .0 <br /> 4 10.2 38603.4 ******* ******* .0 .0 5867.7 .0 .0 <br />' S 9.2 39683.5 ******* ******* .0 .0 6031.9 .0 .0 <br /> 6 5.8 26666.8 ******* ******* .0 .0 4053.3 .0 .0 <br /> 7 5.0 24069.6 ******* ******* .0 .0 3658.6 .0 .0 <br /> 6 1.4 6992.8 42309.2 44131.1 .0 .0 1062.9 .0 .0 <br /> 9 7.4 39571.7 ******* 11461.8 .0 .0 6014.9 .0 .0 <br /> 10 13.7 81990.4 ******* 22799.3 .0 .0 12462.5 .0 .0 <br /> 11 6.2 40342.2 ******* 10970.0 .0 .0 6132.0 .0 .0 <br />' 12 11.3 78522.3 ******* 20964.6 .0 .0 11935.4 .0 .0 <br /> 13 8.6 62050.8 ******* 16596.3 .0 .0 9431.7 .0 .0 <br /> 14 20.0 143091.4 ******* 39817.6 .0 .0 21749.9 .0 .0 <br />' ' 15 1.4 9770.0 38670.0 2798.2 .0 .0 1485.0 .0 .0 <br /> 16 12.5 83370.1 ******* 25385.4 .0 .0 12672.3 .0 .0 <br /> 17 6.1 37682.9 ******* 12347.0 .0 .0 5727.8 .0 .0 <br /> 18 8.9 53614.9 ******* 18033.5 .0 .0 8149.5 .0 .0 <br />' 19 10.9 63141.6 ******* 21663.7 .0 .0 9597.5 .0 .0 <br /> 20 11.6 63586.4 ******* 22352.0 .0 .0 9665.1 .0 .0 <br /> 21 B.1 42307.4 ******* 14968.6 .0 .0 6430.7 .0 .0 <br /> 22 19.4 93708.7 ******* 33410.0 .0 .0 14243.7 .0 .0 <br /> 23 19.0 79093.4 ******* 27980.4 .0 .0 12022.2 .0 .0 <br />' 24 18.6 62059.3 ******* 21052.6 .0 .0 9433.0 .0 .0 <br />' 25 18.1 43023.6 ******* 12653.3 .0 .0 6539.6 .0 .0 <br /> 26 13.5 19048.1 ******* 3101.6 .0 .0 2895.3 .0 .0 <br />i 27 4.1 3413.0 ******* ******* .0 .0 518.8 .0 .0 <br />28 ,9.2 3197.0 ******* ******* .0 .0 485.9 .0 .0 <br />. Failure Surface Specified By 18 Coordinate Points <br />' <br /> Point X-Surf Y-Surf <br />I No. (ft) (ft) <br /> 1 576.25 290.00 <br /> 2 595.00 283.05 <br /> 3 614.11 277.13 <br /> 4 633.51 272.28 <br /> 5 653.15 268.49 <br /> 6 672.97 265.80 <br />' 7 692.90 264.19 <br /> 8 712.89 263.68 <br /> 9 732.89 264.27 <br /> 10 752.81 265.95 <br /> 11 772.62 268.73 <br /> 12 792.24 272.59 <br /> 13 <br />14 811.63 <br />830.71 277.53 <br />283.52 <br /> 15 849.43 290.54 <br /> 16 867.74 298.59 <br /> 17 885.58 307.63 <br /> 18 895.96 313.62 <br />' *** 1.005 *** <br />