<liml version="28">
  <analysis type="S30" solver="ccx" maxmode="3" />
  <timesteps stepsize="0.1 s" automatictimestepping="true" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0.001" y="0" z="0" />
  <node nid="3" x="0.001" y="0.001" z="0" />
  <node nid="4" x="0" y="0.001" z="0" />
  <node nid="5" x="0" y="0" z="0.001" />
  <node nid="6" x="0.001" y="0" z="0.001" />
  <node nid="7" x="0.001" y="0.001" z="0.001" />
  <node nid="8" x="0" y="0.001" z="0.001" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="hex8" nodes="1 2 3 4 5 6 7 8" />
  </elset>
  <mat name="Material">
    <mechanical type="Isotropic" youngsmodulus="210 GPa" />
  </mat>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="external force" displayunit="kN" />
  <fieldvariable name="contact displacement" displayunit="mm" />
  <fieldvariable name="contact stress" displayunit="GPa" />
  <fieldvariable name="strain" displayunit="" expanded="true" />
  <fieldvariable name="strain energy density" displayunit="GPa" />
  <fieldvariable name="principal stress" displayunit="GPa" expanded="true" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>