<liml version="33">
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  <node nid="2" x="1" y="0" z="0" />
  <node nid="3" x="1" y="0" z="1" />
  <node nid="4" x="0" y="0" z="1" />
  <elset name="Default" colorrgb="FF8040" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 4" />
    <elem eid="2" shape="line2" nodes="4 3" />
    <elem eid="3" shape="line2" nodes="3 2" />
    <elem eid="4" shape="line2" nodes="1 2" />
  </elset>
  <ccxmodeldefinition>*USER ELEMENT, TYPE=U1, NODES=2, INTEGRATION POINTS=2, MAXDOF=6


*BEAM SECTION, ELSET=Default, MATERIAL=Material, SECTION=GENERAL

0.0385206875, 0.000180365123014323, 0.0, 0.011136697056776, 1.1387085998661E-05

0.0, 1.0, 0.0
</ccxmodeldefinition>
  <elementtype selection="" shape="line2" type="U1" />
  <pinnedsupport selection="pinned_support_nodes" />
  <force selection="force_faces">
    <x>0 kN</x>
    <y>-20 kN</y>
    <z>0 kN</z>
  </force>
  <ccxmodifykeyword action="omit" keyword="BEAM SECTION" setparameter="" value="" omitparameter="" />
  <mat name="Material">
    <geometric type="RectBar" recta="10 mm" rectb="10 mm" />
    <ccx type="Custom">
      <materialdefinition>*ELASTIC

200E9, 0.3

</materialdefinition>
    </ccx>
  </mat>
  <nodeselection name="pinned_support_nodes" direct="true">
    <node nid="4" />
    <node nid="1" />
    <node nid="3" />
    <node nid="2" />
  </nodeselection>
  <faceselection name="force_faces" direct="true">
    <face eid="1" faceid="1" />
    <face eid="2" faceid="1" />
    <face eid="3" faceid="1" />
    <face eid="4" faceid="1" />
  </faceselection>
  <elementselection name="Default">
    <element eid="1" />
    <element eid="2" />
    <element eid="3" />
    <element eid="4" />
  </elementselection>
  <fieldvariable name="equivalent plastic strain" displayunit="" />
  <fieldvariable name="von Mises stress" displayunit="Pa" />
  <fieldvariable name="stress" displayunit="Pa" expanded="true" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <node nid="1" x="0" y="0" z="0" />
    <node nid="2" x="1" y="0" z="0" />
    <node nid="3" x="1" y="0" z="1" />
    <node nid="4" x="0" y="0" z="1" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
    <results precision="single">
      <nodeids name="stressxx">AQAAAAIAAAADAAAABAAAAA==
</nodeids>
      <nodeids name="stressyy">AQAAAAIAAAADAAAABAAAAA==
</nodeids>
      <nodeids name="stresszz">AQAAAAIAAAADAAAABAAAAA==
</nodeids>
      <nodeids name="stressxy">AQAAAAIAAAADAAAABAAAAA==
</nodeids>
      <nodeids name="stressyz">AQAAAAIAAAADAAAABAAAAA==
</nodeids>
      <nodeids name="stresszx">AQAAAAIAAAADAAAABAAAAA==
</nodeids>
      <nodeids name="vonmises">AQAAAAIAAAADAAAABAAAAA==
</nodeids>
      <nodevariable name="stressxx">
        <maxandmin>
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        </maxandmin>
        <valuessingle>AAAAAAAAAAAAAAAAAAAAAA==
</valuessingle>
        <nodes />
        <values />
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        </maxandmin>
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</valuessingle>
        <nodes />
        <values />
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        </maxandmin>
        <valuessingle>AAAAAAAAAAAAAAAAAAAAAA==
</valuessingle>
        <nodes />
        <values />
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</valuessingle>
        <nodes />
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</valuessingle>
        <nodes />
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        </maxandmin>
        <valuessingle>AAAAAAAAAAAAAAAAAAAAAA==
</valuessingle>
        <nodes />
        <values />
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      <nodevariable name="vonmises">
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        </maxandmin>
        <valuessingle>AAAAAAAAAAAAAAAAAAAAAA==
</valuessingle>
        <nodes />
        <values />
      </nodevariable>
    </results>
  </solution>
</liml>