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iC) <br /> Dist. 1Upper Face Width <br /> 3.50(3.576 ft <br /> I <br /> i <br /> �o Upper Face Height <br /> 0.125 ftf Upper Face Angle 2.0° <br /> Driving Force 12076.02 Ibs/ft <br /> N Wedge Height <br /> 40.000 ft <br /> r Normal Force 2129.33 Ibs/ft <br /> I <br /> Slope Angle 85.0 ° <br /> Failure Plane Angle 80.0° <br /> Factor of Safety 1.74 <br /> 0 <br /> Driving Force 12076.02 Ibs/ft <br /> Resisting Force 21055.07 Ibs/ft <br /> Wedge Weight 12262.31 Ibs/ft <br /> Wedge Volume 71.29 ftA3/ft <br /> Shear Strength 486.59 psf <br /> Shear Resistance 19825.70 Ibs/ft <br /> Normal Force 2129.33 Ibs/ft <br /> Plane Waviness 30.0° <br /> -40 -20 0 20 40 60 80 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Ana/ysisDescnptlon Individual Bench - Planar Wedge Stability Analysis <br /> j Drawn By Company <br /> SMJ GEI Consultants, Inc <br /> ROCPLANE 3.005 Date 5/24/2017, 9:48:25 AM File Name MQ All Data 2014-2016.pin <br />