<liml version="26">
  <analysis type="L30" solver="ccx" />
  <incompatiblehex8>true</incompatiblehex8>
  <node nid="1" x="0" y="-0.326598644256592" z="0" />
  <node nid="2" x="0" y="1.3" z="0" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 2" truss="true" />
  </elset>
  <displacement selection="displacement_nodes">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <force selection="force_nodes">
    <x>0 N</x>
    <y>22 N</y>
    <z>0 N</z>
  </force>
  <ccxstep>*SECTION PRINT,SURFACE=trussend,NAME=foo
SOF</ccxstep>
  <displacement selection="displacement_nodes(3)">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <mat name="Material">
    <geometric type="RectBar" recta="0.01 m" rectb="0.01 m" />
    <mechanical type="Isotropic" youngsmodulus="2222222222 Pa" />
  </mat>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="2" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="2" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <faceselection name="trussend">
    <face eid="1" faceid="3" />
  </faceselection>
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <solution>
    <analysis type="L30" solver="ccx" />
    <incompatiblehex8>true</incompatiblehex8>
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>