<liml version="25">
  <analysis type="S30" solver="ccx" maxmode="10" />
  <timesteps stepsize="0.1 s" automatictimestepping="true" />
  <node nid="1" x="0.05" y="-1" z="1" />
  <node nid="2" x="0" y="0" z="1" />
  <node nid="3" x="0.05" y="-0.888888888888889" z="1" />
  <node nid="4" x="0.05" y="-0.777777777777778" z="1" />
  <node nid="5" x="0.05" y="-0.666666666666667" z="1" />
  <node nid="6" x="0.05" y="-0.555555555555556" z="1" />
  <node nid="7" x="0.05" y="-0.444444444444444" z="1" />
  <node nid="8" x="0.05" y="-0.333333333333333" z="1" />
  <node nid="9" x="0.05" y="-0.222222222222222" z="1" />
  <node nid="10" x="0.05" y="-0.111111111111111" z="1" />
  <node nid="11" x="0.05" y="0" z="1" />
  <node nid="12" x="0" y="0" z="0" />
  <node nid="13" x="0" y="0" z="0.111111111111111" />
  <node nid="14" x="0" y="0" z="0.222222222222222" />
  <node nid="15" x="0" y="0" z="0.333333333333333" />
  <node nid="16" x="0" y="0" z="0.444444444444444" />
  <node nid="17" x="0" y="0" z="0.555555555555556" />
  <node nid="18" x="0" y="0" z="0.666666666666667" />
  <node nid="19" x="0" y="0" z="0.777777777777778" />
  <node nid="20" x="0" y="0" z="0.888888888888889" />
  <elset name="Beams" colorrgb="DADADA" expanded="true" material="Steel">
    <elem eid="1" shape="line2" nodes="19 20" />
    <elem eid="2" shape="line2" nodes="1 3" />
    <elem eid="3" shape="line2" nodes="3 4" />
    <elem eid="4" shape="line2" nodes="4 5" />
    <elem eid="5" shape="line2" nodes="5 6" />
    <elem eid="6" shape="line2" nodes="6 7" />
    <elem eid="7" shape="line2" nodes="7 8" />
    <elem eid="8" shape="line2" nodes="8 9" />
    <elem eid="9" shape="line2" nodes="9 10" />
    <elem eid="10" shape="line2" nodes="10 11" />
    <elem eid="11" shape="line2" nodes="20 2" />
    <elem eid="12" shape="line2" nodes="12 13" />
    <elem eid="13" shape="line2" nodes="13 14" />
    <elem eid="14" shape="line2" nodes="14 15" />
    <elem eid="15" shape="line2" nodes="15 16" />
    <elem eid="16" shape="line2" nodes="16 17" />
    <elem eid="17" shape="line2" nodes="17 18" />
    <elem eid="18" shape="line2" nodes="18 19" />
  </elset>
  <elset name="Inducing_a_Knot" colorrgb="EF9E21" expanded="true" material="Steel" />
  <constraintequation>
    <term coefficient="1 1/rad" nid="11" dof="rx" />
    <term coefficient="-1 1/rad" nid="2" dof="rx" />
  </constraintequation>
  <group name="Bases" />
  <displacement selection="displacement_nodes(3)" group="Bases">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(4)" group="Bases">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(5)" group="Bases">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <noderotation selection="node_rotation_nodes(2)" group="Bases">
    <value>0 °</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </noderotation>
  <noderotation selection="node_rotation_nodes(3)" group="Bases">
    <value>0 °</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </noderotation>
  <constraintequation>
    <term coefficient="1 1/m" nid="11" dof="ux" />
    <term coefficient="-1 1/m" nid="2" dof="ux" />
  </constraintequation>
  <constraintequation>
    <term coefficient="1 1/m" nid="11" dof="uy" />
    <term coefficient="-1 1/m" nid="2" dof="uy" />
  </constraintequation>
  <constraintequation>
    <term coefficient="1 1/m" nid="11" dof="uz" />
    <term coefficient="-1 1/m" nid="2" dof="uz" />
  </constraintequation>
  <linepressure selection="line_pressure_faces" group="Loads">
    <x>0 N/m</x>
    <y>0 N/m</y>
    <z>-1000 N/m</z>
  </linepressure>
  <ccxmodeldefinition><![CDATA[*STEP
*DYNAMIC
1,1,0,0
*BOUNDARY
2,6,,0
*BOUNDARY
11,6,,0
*END STEP]]></ccxmodeldefinition>
  <constraintequation>
    <term coefficient="1 1/rad" nid="11" dof="ry" />
    <term coefficient="-1 1/rad" nid="2" dof="ry" />
  </constraintequation>
  <linepressure selection="line_pressure_faces(2)" group="Loads" suppressed="true">
    <x>10000 N/m</x>
    <y>0 N/m</y>
    <z>0 N/m</z>
  </linepressure>
  <group name="Loads" />
  <displacement selection="displacement_nodes">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <mat name="Steel">
    <geometric type="RectBar" recta="30 mm" rectb="30 mm" />
    <mechanical type="Isotropic" youngsmodulus="210 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 g/cm³" />
  </mat>
  <mat name="Dummy_Extra_Thickness">
    <geometric type="RectBar" recta="30.01 mm" rectb="30 mm" />
    <mechanical type="Isotropic" youngsmodulus="1 GPa" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="1" />
    <node nid="12" />
  </nodeselection>
  <nodeselection name="displacement_nodes(4)" direct="true">
    <node nid="1" />
    <node nid="12" />
  </nodeselection>
  <nodeselection name="displacement_nodes(5)" direct="true">
    <node nid="1" />
    <node nid="12" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes(2)" direct="true">
    <node nid="1" />
    <node nid="12" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes(3)" direct="true">
    <node nid="1" />
    <node nid="12" />
  </nodeselection>
  <faceselection name="line_pressure_faces" direct="true">
    <face eid="6" faceid="1" />
    <face eid="5" faceid="1" />
    <face eid="7" faceid="1" />
    <face eid="4" faceid="1" />
    <face eid="8" faceid="1" />
    <face eid="3" faceid="1" />
    <face eid="9" faceid="1" />
    <face eid="2" faceid="1" />
    <face eid="10" faceid="1" />
  </faceselection>
  <faceselection name="line_pressure_faces(2)" direct="true">
    <face eid="18" faceid="1" />
    <face eid="17" faceid="1" />
    <face eid="1" faceid="1" />
    <face eid="16" faceid="1" />
    <face eid="11" faceid="1" />
    <face eid="15" faceid="1" />
    <face eid="14" faceid="1" />
    <face eid="13" faceid="1" />
    <face eid="12" faceid="1" />
  </faceselection>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="mm" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="strain energy density" displayunit="GPa" />
  <fieldvariable name="principal stress" displayunit="GPa" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>