<?xml version="1.0"?><Project><Version> 2.025 </Version><JobTitle>RocPlane - Planar Wedge Stability Analysis</JobTitle><UnitSystem>1</UnitSystem><AnalysisType> 1 </AnalysisType><Geometry>
<Slope>
<dip>50.</dip>
<height>60.</height>
<unitweight>2.6</unitweight>
</Slope>
<FailurePlane>
<dip>35.</dip>
<waviness>0.</waviness>
</FailurePlane>
<TensionCrackFlag>1</TensionCrackFlag>
<TensionCrack>
<dip>70.</dip>
<location>1</location>
<dcrest>15.33576</dcrest>
</TensionCrack>
<Bench>
<dip>0.</dip>
<widthFlag>0</widthFlag>
</Bench>
</Geometry>
<Strength>
<ShearStrengthModel>0</ShearStrengthModel>
<cohesion>12.</cohesion>
<friction_angle>45.</friction_angle>
</Strength>
<Forces>
<WaterPressureFlag>1</WaterPressureFlag>
<WaterPressure>
<unitweight>1.</unitweight>
<PressureDistributionModel>2</PressureDistributionModel>
<IgnoreFP>0</IgnoreFP>
<percentfilled>74.</percentfilled>
</WaterPressure>
<SeismicFlag>0</SeismicFlag>
<ExternalForces>
<number>0</number>
</ExternalForces>
</Forces>
<bolts>
<number>0</number>
</bolts>
</Project>