<liml version="26">
  <analysis type="B30" solver="ccx" maxmode="1" shift="1" />
  <incompatiblehex8>false</incompatiblehex8>
  <timesteps stepsize="0.1 s" automatictimestepping="true" />
  <node nid="1" x="1.5" y="0" z="0" />
  <node nid="2" x="0" y="0" z="0" />
  <node nid="3" x="0.75" y="0" z="0" />
  <node nid="4" x="0.375" y="0" z="0" />
  <node nid="5" x="1.125" y="0" z="0" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="line3" nodes="3 5 1" />
    <elem eid="2" shape="line3" nodes="2 4 3" />
  </elset>
  <displacement selection="displacement_nodes">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="displacement_nodes(3)">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <force selection="force_nodes">
    <x>-1 kN</x>
    <y>0 kN</y>
    <z>0 N</z>
  </force>
  <noderotation selection="node_rotation_nodes">
    <value>0 °</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </noderotation>
  <mat name="Material">
    <geometric type="RectTube" recta="64.0498301903586 mm" rectb="64.0498301903586 mm" rectthickness="3.88428278058569 mm" />
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="1" />
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="2" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <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="B30" solver="ccx" />
    <incompatiblehex8>true</incompatiblehex8>
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>