RocPlane Analysis Information Document Name: RocPlane1 Job Title: Project1 - Planar Wedge Stability Analysis Analysis Results: Analysis type = Deterministic Normal Force = 2229.29 t/m Resisting Force = 2373.25 t/m Driving Force = 2394.07 t/m Factor of Safety = 0.991305 Geometry: Slope Height = 60 m Wedge Weight = 3556.22 t/m Wedge Volume = 1317.12 m^3/m Rock Unit Weight = 2.7 t/m^3 Slope Angle = 50 Failure Plane Angle = 30 Upper Face Angle = 10 Bench Width : Not Present Waviness = 0 Intersection Point (B) of slope and upper face = ( 50.346 , 60 ) Intersection point (C) of tension crack and upper face = ( 70.346 , 63.5265 ) Intersection point (D) of failure plane and tension crack = ( 70.346 , 40.6143 ) Slope length ( Origin --> B ) = 78.2455 m Tension Crack Length ( C --> D ) = 22.9123 m Failure Plane length ( Origin --> D ) = 81.2285 m Tension Crack : present Tension Crack Angle = 90 Distance From Crest = 20 m Tension Crack Length = 22.9123 m Strength: Shear Strength Model : Mohr-Coulomb Friction Angle = 35 Cohesion = 10 t/m^2 Shear Strength: 2373.25 t/m^2 Water Pressure: Water Unit Weight = 0.981 t/m^3 Pressure Distribution Model : Peak Pressure - Mid Height Percent Filled : 50 % Water Force on Failure Plane = 494.868 t/m Water Force on Tension Crack Plane = 0 t/m Seismic Force: Direction : Horizontal Seismic Coefficient : 0.2 Seismic Force : 711.245 t/m External Forces : Not Present