<liml version="26">
  <analysis type="L30" solver="ccx" maxmode="3" />
  <incompatiblehex8>true</incompatiblehex8>
  <timesteps stepsize="0.1 s" automatictimestepping="true" />
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  <node nid="7" x="1" y="2" z="1" />
  <node nid="8" x="1" y="3" z="2" />
  <node nid="9" x="0" y="1" z="0" />
  <node nid="10" x="1" y="3" z="1" />
  <node nid="11" x="0" y="3" z="1" />
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  <node nid="20" x="0" y="3" z="1" />
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    <elem eid="2" shape="hex8" nodes="13 14 15 16 17 18 19 20" />
    <elem eid="3" shape="quad4" nodes="4 5 9 1" />
  </elset>
  <contact2 selectionmaster="Master" selectionslave="Slave" type="unilateralelastic">
    <tolerance>0 in</tolerance>
    <normalstiffness>21000 GPa/m</normalstiffness>
    <tangentialstiffness>0 GPa/m</tangentialstiffness>
    <frictioncoefficient>0</frictioncoefficient>
    <conductanceperarea>0 W/m²/K</conductanceperarea>
  </contact2>
  <force selection="force_faces">
    <x>100000000 N</x>
    <y>0 kip</y>
    <z>0 kip</z>
  </force>
  <fixed selection="fixed_support_faces" />
  <mat name="Material">
    <geometric type="Plate" thickness="0.1 m" />
    <mechanical type="Isotropic" youngsmodulus="210 GPa" />
  </mat>
  <faceselection name="Master">
    <face eid="2" faceid="2" />
  </faceselection>
  <faceselection name="Slave">
    <face eid="1" faceid="1" />
  </faceselection>
  <faceselection name="force_faces" direct="true">
    <face eid="3" faceid="1" />
  </faceselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="3" faceid="3" />
  </faceselection>
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="external force" displayunit="N" expanded="true" />
  <solution>
    <analysis type="L30" solver="ccx" />
    <incompatiblehex8>true</incompatiblehex8>
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    <node nid="13" x="0" y="2" z="1" />
    <node nid="14" x="1" y="2" z="1" />
    <node nid="15" x="1" y="3" z="1" />
    <node nid="16" x="0" y="3" z="1" />
    <node nid="17" x="0" y="0" z="-0.05" />
    <node nid="18" x="0" y="0" z="0.05" />
    <node nid="19" x="1" y="0" z="-0.05" />
    <node nid="20" x="1" y="0" z="0.05" />
    <node nid="21" x="1" y="1" z="-0.05" />
    <node nid="22" x="1" y="1" z="0.05" />
    <node nid="23" x="0" y="1" z="-0.05" />
    <node nid="24" x="0" y="1" z="0.05" />
    <elset name="Bottom" colorrgb="53A6A6" expanded="true" material="Material">
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      <elem eid="2" shape="hex8" nodes="9 10 11 12 13 14 15 16" />
      <elem eid="3" shape="hex8" nodes="19 21 23 17 20 22 24 18" orientationuy="1" orientationvx="-1" angle="0 rad" />
    </elset>
    <mat name="Material">
      <geometric type="Plate" thickness="0.1 m" />
      <mechanical type="Isotropic" youngsmodulus="210 GPa" />
    </mat>
    <faceselection name="Master">
      <face eid="2" faceid="2" />
    </faceselection>
    <faceselection name="Slave">
      <face eid="1" faceid="1" />
    </faceselection>
    <faceselection name="force_faces" direct="true">
      <face eid="3" faceid="3" />
    </faceselection>
    <faceselection name="fixed_support_faces" direct="true">
      <face eid="3" faceid="5" />
    </faceselection>
    <results>
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  </solution>
</liml>