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O <br /> V <br /> Dist. to Slop rest Upper Face Width <br /> 3.174 ft 30.000 ft <br /> 0 <br /> c� <br /> Upper Face Height <br /> 10.919 ft <br /> U er Face An le 20.0° <br /> Driving Force 33367.22 Ibs/ft <br /> Slope Height <br /> 18.000 ft <br /> Silo e Angle 80.0 ° Factor of Safety 1.20 <br /> Driving Force 33367.22 Ibs/ft <br /> Fai ure Plane Angle 30.0 ° Resisting Force 39990.65 Ibs/ft <br /> Normal Force 57206.62 11 Wedge Weight 66734.43 Ibs/ft <br /> Wedge Volume 444.90 ftA3/ft <br /> Shear Strength 813.82 psf <br /> Peak Water Pressure 135.341 psf Shear Resistance 36992.58 Ibs/ft <br /> Normal Force 57206.62 1 bs/ft <br /> Plane Waviness 3.0° <br /> Water Force on Failure Plane 587.09 Ibs/ft <br /> Water Force on Tension Crack 0.00 Ibs/ft <br /> 30 -20 -10 0 10 20 30 40 50 60 70 <br /> Project <br /> Mid Continent East Face <br /> AnalysisDescnotion Planar Wedge Stability Analysis <br /> Drawn By Sundermann Company Kilduff Underground Engineering <br /> ROCPLANE 4.011 <br /> Date 5/1/2023, 7:54:04 PM File Name RocPlane_EastFace.pin4 <br />