<?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>30.</height>
<unitweight>2.79</unitweight>
</Slope>
<FailurePlane>
<dip>35.</dip>
<waviness>0.</waviness>
</FailurePlane>
<TensionCrackFlag>1</TensionCrackFlag>
<TensionCrack>
<dip>90.</dip>
<location>1</location>
<dcrest>9.</dcrest>
</TensionCrack>
<Bench>
<dip>0.</dip>
<widthFlag>0</widthFlag>
</Bench>
</Geometry>
<Strength>
<ShearStrengthModel>0</ShearStrengthModel>
<cohesion>7.</cohesion>
<friction_angle>30.</friction_angle>
</Strength>
<Forces>
<WaterPressureFlag>1</WaterPressureFlag>
<WaterPressure>
<unitweight>1.</unitweight>
<PressureDistributionModel>2</PressureDistributionModel>
<IgnoreFP>0</IgnoreFP>
<percentfilled>51.</percentfilled>
</WaterPressure>
<SeismicFlag>1</SeismicFlag>
<Seismic>
<seismicCoefficient>0.1</seismicCoefficient>
<direction>0</direction>
</Seismic>
<ExternalForces>
<number>1</number>
<ExternalForce>
<plunge>90.</plunge>
<force>37.</force>
</ExternalForce>
</ExternalForces>
</Forces>
<bolts>
<number>1</number>
<bolt>
<model>0</model>
<length>30.</length>
<anchored_length>25.3193787502864</anchored_length>
<bx>0.</bx>
<by>0.4282515144683016</by>
<bz>15.38912831415037</bz>
<ex>0.</ex>
<ey>-14.57174848553173</ey>
<ez>-10.59163379938277</ez>
<capacity>112.</capacity>
<pretension>0.</pretension>
<selected>0</selected>
</bolt>
</bolts>
</Project>