<liml version="33">
  <analysis type="S30" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0" y="0" z="1" />
  <node nid="3" x="0" y="0" z="2" />
  <node nid="4" x="0" y="1" z="2" />
  <node nid="5" x="0" y="-1" z="2" />
  <node nid="6" x="0" y="0" z="0.5" />
  <node nid="7" x="0" y="-0.5" z="2" />
  <node nid="8" x="0" y="0.5" z="2" />
  <node nid="9" x="0" y="0" z="0.25" />
  <node nid="10" x="0" y="0" z="0.75" />
  <node nid="11" x="0" y="-0.25" z="2" />
  <node nid="12" x="0" y="0.75" z="2" />
  <node nid="13" x="0" y="-0.75" z="2" />
  <node nid="14" x="0" y="0.25" z="2" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="9 1" />
    <elem eid="2" shape="line2" nodes="11 3" />
    <elem eid="3" shape="line2" nodes="12 4" />
    <elem eid="5" shape="line2" nodes="10 6" />
    <elem eid="6" shape="line2" nodes="13 7" />
    <elem eid="7" shape="line2" nodes="14 8" />
    <elem eid="8" shape="line2" nodes="6 9" />
    <elem eid="9" shape="line2" nodes="2 10" />
    <elem eid="10" shape="line2" nodes="7 11" />
    <elem eid="11" shape="line2" nodes="8 12" />
    <elem eid="12" shape="line2" nodes="5 13" />
    <elem eid="13" shape="line2" nodes="3 14" />
  </elset>
  <elset name="Component" colorrgb="993BA3" expanded="true" material="High_stiffness">
    <elem eid="4" shape="line2" nodes="2 3" />
  </elset>
  <flexiblejoint selection="flexible_joint_on_beam_faces">
    <rotu />
    <rotv />
  </flexiblejoint>
  <fixed selection="fixed_support_faces" />
  <displacement selection="displacement_faces">
    <value>0.01 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_faces(2)">
    <value>0.02 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes">
    <value>-0.01 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <flexiblejoint selection="flexible_joint_on_beam_faces(2)">
    <rotw />
  </flexiblejoint>
  <noderotation selection="node_rotation_nodes">
    <value>10 °</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </noderotation>
  <displacement selection="displacement_nodes(2)">
    <value>0.01 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <mat name="Material">
    <geometric type="RectBar" recta="0.05 m" rectb="0.05 m" />
    <mechanical type="Isotropic" youngsmodulus="200000000000 Pa" />
  </mat>
  <mat name="High_stiffness">
    <geometric type="RectBar" recta="0.07 m" rectb="0.07 m" />
    <mechanical type="Isotropic" youngsmodulus="100000000000000 Pa" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="5" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes" direct="true">
    <node nid="5" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="4" />
  </nodeselection>
  <faceselection name="flexible_joint_on_beam_faces" direct="true">
    <face eid="4" faceid="2" />
    <face eid="4" faceid="3" />
  </faceselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="1" faceid="3" />
  </faceselection>
  <faceselection name="displacement_faces" direct="true">
    <face eid="3" faceid="3" />
    <face eid="12" faceid="2" />
  </faceselection>
  <faceselection name="displacement_faces(2)" direct="true">
    <face eid="3" faceid="3" />
    <face eid="12" faceid="2" />
  </faceselection>
  <faceselection name="flexible_joint_on_beam_faces(2)" direct="true">
    <face eid="4" faceid="3" />
  </faceselection>
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="rotation" displayunit="°" />
  <fieldvariable name="reaction force" displayunit="N" />
  <fieldvariable name="reaction moment" displayunit="N.m" />
  <solution>
    <analysis type="S30" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>