<liml version="33">
  <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="-3" y="0" z="0" />
  <node nid="3" x="-3" y="1.5" z="0" />
  <node nid="4" x="-3" y="0" z="0" />
  <node nid="5" x="4.5" y="0" z="0" />
  <node nid="6" x="1.5" y="0" z="0" />
  <node nid="7" x="1.5" y="1.5" z="0" />
  <node nid="8" x="-1.5" y="0" z="0" />
  <node nid="9" x="-3" y="0.75" z="0" />
  <node nid="10" x="3" y="0" z="0" />
  <node nid="11" x="1.5" y="0.75" z="0" />
  <elset name="Beam" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="line3" nodes="1 8 2" />
    <elem eid="3" shape="line3" nodes="5 10 6" />
  </elset>
  <elset name="Trus" colorrgb="4A7FA1" expanded="true" material="Material(2)">
    <elem eid="2" shape="line3" nodes="3 9 4" truss="true" />
    <elem eid="4" shape="line3" nodes="7 11 6" truss="true" />
  </elset>
  <displacement selection="displacement_nodes" group="BC">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)" group="BC">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)" group="BC">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <noderotation selection="node_rotation_nodes(3)" group="BC">
    <value>0 rad</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </noderotation>
  <noderotation selection="node_rotation_nodes(2)" group="BC">
    <value>0 rad</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </noderotation>
  <constraintequation>
    <term coefficient="1 1/m" nid="4" dof="ux" />
    <term coefficient="-1 1/m" nid="2" dof="ux" />
  </constraintequation>
  <constraintequation>
    <term coefficient="1 1/m" nid="4" dof="uy" />
    <term coefficient="-1 1/m" nid="2" dof="uy" />
  </constraintequation>
  <constraintequation>
    <term coefficient="1 1/m" nid="4" dof="uz" />
    <term coefficient="-1 1/m" nid="2" dof="uz" />
  </constraintequation>
  <force selection="force_nodes" group="LOADS">
    <x>0 kN</x>
    <y>-1 kN</y>
    <z>0 kN</z>
  </force>
  <force selection="force_nodes(2)" group="LOADS">
    <x>0 kN</x>
    <y>-1 kN</y>
    <z>0 kN</z>
  </force>
  <noderotation selection="node_rotation_nodes" group="BC">
    <value>0 rad</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </noderotation>
  <ccxmodifykeyword action="setparameter" keyword="STATIC" setparameter="SOLVER" value="PARDISO" omitparameter="" />
  <group name="BC" />
  <group name="LOADS" />
  <ccxmodeldefinition>*TRANSFORM,NSET=TRANSF_NODES,TYPE=R
-1,0,0,0,1,0
</ccxmodeldefinition>
  <mat name="Material">
    <geometric type="RectBar" recta="50 mm" rectb="50 mm" />
    <mechanical type="Isotropic" youngsmodulus="210 GPa" poissonratio="0.3" />
  </mat>
  <mat name="Material(2)">
    <geometric type="RectBar" recta="20 mm" rectb="20 mm" />
    <mechanical type="Isotropic" youngsmodulus="210 GPa" poissonratio="0.3" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="3" />
    <node nid="1" />
    <node nid="5" />
    <node nid="7" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="3" />
    <node nid="1" />
    <node nid="5" />
    <node nid="7" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="3" />
    <node nid="1" />
    <node nid="5" />
    <node nid="7" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="6" />
  </nodeselection>
  <nodeselection name="force_nodes(2)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes(2)" direct="true">
    <node nid="1" />
    <node nid="5" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes" direct="true">
    <node nid="1" />
    <node nid="5" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes(3)" direct="true">
    <node nid="1" />
    <node nid="5" />
  </nodeselection>
  <nodeselection name="TRANSF_NODES">
    <node nid="1" />
    <node nid="5" />
  </nodeselection>
  <fieldvariable name="von Mises stress" displayunit="MPa" />
  <fieldvariable name="displacement" displayunit="mm" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="external force" displayunit="kN" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="principal stress" displayunit="GPa" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>