<liml version="26">
  <analysis type="L30" solver="ccx" />
  <incompatiblehex8>true</incompatiblehex8>
  <timesteps timeperiod="1 s" stepsize="0.001 s" automatictimestepping="true" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="2" y="0" z="0" />
  <node nid="3" x="5" y="0" z="0" />
  <node nid="4" x="2" y="2" z="0" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 4" truss="true" />
    <elem eid="2" shape="line2" nodes="2 4" truss="true" />
    <elem eid="3" shape="line2" nodes="3 4" truss="true" />
  </elset>
  <pinnedsupport selection="pinned_support_nodes" suppressed="true" />
  <force selection="force_nodes">
    <x>0 N</x>
    <y>250 N</y>
    <z>0 N</z>
  </force>
  <pinnedsupport selection="pinned_support_nodes(2)" />
  <pinnedsupport selection="pinned_support_nodes(3)" />
  <pinnedsupport selection="pinned_support_nodes(4)" />
  <mat name="Material">
    <geometric type="CircularBar" roundod="0.0004 m" />
    <mechanical type="Isotropic" youngsmodulus="210000 MPa" poissonratio="0.3" />
    <plastic type="BilinearIsotropic" yieldstrength="250 MPa" tangentmodulus="14000 MPa">
      <hardeningcurve strain="0" stress="0 Pa" />
    </plastic>
  </mat>
  <nodeselection name="pinned_support_nodes" direct="true">
    <node nid="1" />
    <node nid="2" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="4" />
  </nodeselection>
  <nodeselection name="pinned_support_nodes(3)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="pinned_support_nodes(4)" direct="true">
    <node nid="3" />
  </nodeselection>
  <nodeselection name="pinned_support_nodes(2)" direct="true">
    <node nid="1" />
  </nodeselection>
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="external force" displayunit="N" expanded="true" />
  <fieldvariable name="tensile force" displayunit="N" />
  <fieldvariable name="bending moment 2" displayunit="N.m" />
  <fieldvariable name="shear force" displayunit="N" expanded="true" />
  <fieldvariable name="torsion moment" displayunit="N.m" />
  <table name="Table">
    <namedselection>pinned_support_nodes</namedselection>
    <fieldvalue unit="N">externalforcex</fieldvalue>
    <fieldvalue unit="N">externalforcey</fieldvalue>
    <fieldvalue unit="N">tensileforce</fieldvalue>
    <coordinates unit="m" />
  </table>
  <sum id="1" fieldvariable="externalforcex" displayunit="N">
    <component>Default</component>
    <namedselection>force_nodes</namedselection>
    <namedselection>pinned_support_nodes</namedselection>
    <namedselection>pinned_support_nodes(2)</namedselection>
    <namedselection>pinned_support_nodes(3)</namedselection>
    <namedselection>pinned_support_nodes(4)</namedselection>
  </sum>
  <solution>
    <analysis type="L30" solver="ccx" />
    <incompatiblehex8>true</incompatiblehex8>
    <elset name="Default" colorrgb="DADADA" expanded="true" />
    <results />
  </solution>
</liml>