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i <br />SLOPE/W (3) <br />Coordinates <br />X (;ft) Y (ft) <br />6250 <br />350 6180 <br />530 6148 <br />1000 6148 <br />Surcharge Loads <br />Surcharge Load 1 <br />Surcharge (Unit Weight): 4000 pcf <br />Direction: Normal <br />Coordinates <br />X (eft) Y (ft) <br />193'. 6261 <br />293 6261 <br />SeIsrMc Loads <br />Horz Seismic Load: 0.0698 <br />Vert Seismic Load: 0 <br />Ignore seismic load in strength: No <br />Critical Sly Surfaces <br />Slip surface FOS Center (ft) Radius (ft) Entry (ft) L Exit (ft) <br />F 42 2 1.68 (527.958, 6431.6) 243.524 (355.162, 6260) 11(559.546, 6190.13) <br />Slices of Slip Surface: 4232 <br />0 <br />Slip Base Normal Frictional Cohesive <br />Surface x (ft) Y (ft) PWP (psf) Stress (psf) Strength (psf) Strength <br />(psf) <br />4232 1 1358.6458 6256.629 1 1-4877.5014 130.21178 75.177809 288 <br />4232 365.6134 1 16250.141 ::] 1-4550.0184 517.12485 298.56217 1 1288 <br />file:///PI/Mpis/06%2000/26/0626100400%20MCC%20P...s/FinalReport/sectionb_pseudostatic_0.0698.html (4 of 5) [9/8/2009 12:55:51 PM]