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Slice 1 - Morgenstern -Price Method <br />Factor of Safety <br />Phi "sngle <br />(' (Strength) <br />C (Force) <br />Pore Water Pressure <br />Pore Water Force <br />Pore Air Pressure <br />Pore Air Force <br />Phi B Angle <br />Slice Width <br />Mid - Height <br />Base Length <br />Base Angle <br />Anisotropic Strength Mod. <br />Applied Lambda <br />Weight (incl. Vert. Seismic) <br />Base Normal Force <br />Base Normal Stress <br />Base Shear Res. Force <br />Base Shear Res. Stress <br />Base Shear Mob. Force <br />Base Shear Mob. Stress <br />Left Side Normal Force <br />Left Side Shear Force <br />Right Side Normal Force <br />Right Side Shear Force <br />Horizontal Seismic Force <br />Point Load <br />Reinforcement Load Used <br />Reinf. Shear Load Used <br />Surface Pressure Load <br />Polygon Closure <br />Top Left Coordinate <br />Top Right Coordinate <br />Bottom Left Coordinate <br />Bottom Right Coordinate <br />1.6897 <br />5 0 <br />12500 psf <br />9.6934e +005 lbs <br />0 psf <br />0 lbs <br />0 psf <br />0 lbs <br />0 0 <br />42.972 ft <br />26.904 ft <br />77.547 ft <br />- 56.348 ° <br />1 <br />0.2158 <br />1.6186e +005 lbs <br />5.0553e +005 lbs <br />6519 psf <br />- 9.2511e +005 lbs <br />-11930 psf <br />- 5.475e +005 lbs <br />- 7060.2 psf <br />0 lbs <br />0 lbs <br />7.2372e+005 lbs <br />13804 lbs <br />0 lbs <br />0 lbs <br />0 lbs <br />0 lbs <br />0 lbs <br />7237.2 lbs <br />10ft, 997.5ft <br />52.972ft, 986.76ft <br />loft, 997.5ft <br />52.972ft, 932.95ft <br />