<liml version="33">
  <analysis type="S30" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="3" y="0" z="0" />
  <node nid="3" x="6" y="0" z="0" />
  <node nid="4" x="9" y="0" z="0" />
  <node nid="5" x="1.5" y="0" z="0" />
  <node nid="6" x="7.5" y="0" z="0" />
  <node nid="7" x="6.75" y="0" z="0" />
  <node nid="8" x="8.25" y="0" z="0" />
  <node nid="9" x="0.75" y="0" z="0" />
  <node nid="10" x="2.25" y="0" z="0" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 9" />
    <elem eid="2" shape="line2" nodes="9 5" />
    <elem eid="3" shape="line2" nodes="5 10" />
    <elem eid="4" shape="line2" nodes="10 2" />
    <elem eid="5" shape="line2" nodes="3 7" />
    <elem eid="6" shape="line2" nodes="7 6" />
    <elem eid="7" shape="line2" nodes="6 8" />
    <elem eid="8" shape="line2" nodes="8 4" />
  </elset>
  <fixed selection="fixed_support_nodes" />
  <force selection="force_nodes">
    <x>0 N</x>
    <y>0 N</y>
    <z>-1000 N</z>
  </force>
  <constraintequation>
    <term coefficient="3 1/rad" nid="2" dof="ry" />
    <term coefficient="1 1/m" nid="3" dof="uz" />
    <term coefficient="-1 1/m" nid="2" dof="uz" />
  </constraintequation>
  <pinnedsupport selection="pinned_support_nodes" />
  <mat name="Material">
    <geometric type="RectBar" recta="0.1 m" rectb="0.1 m" />
    <mechanical type="Isotropic" youngsmodulus="200000000000 Pa" />
  </mat>
  <nodeselection name="fixed_support_nodes" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="3" />
  </nodeselection>
  <nodeselection name="pinned_support_nodes" direct="true">
    <node nid="4" />
  </nodeselection>
  <solution>
    <analysis type="S30" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>