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Slice 1 - Morgenstern -Price Method <br />Factor of Safety <br />Phi Angle <br />C (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 />5.7639 <br />5 0 <br />12500 psf <br />4.6809e +005 lbs <br />o psf <br />O lbs <br />0 psf <br />0 lbs <br />0 <br />10.746 ft <br />15.25 ft <br />37.447 ft <br />- 73.324 0 <br />1 <br />0.1784 <br />22942 lbs <br />1.71e+005 lbs <br />4566.4 psf <br />- 4.5313e +005 lbs <br />-12101 psf <br />- 78616 lbs <br />- 2099.4 psf <br />0 lbs <br />0 lbs <br />1.8654e +005 lbs <br />3298.4 lbs <br />0 lbs <br />O lbs <br />0 lbs <br />O lbs <br />O lbs <br />932.7 lbs <br />Oft, 300ft <br />10.746ft, 294.63ft <br />Oft, 300ft <br />10.746ft, 264.13ft <br />