﻿<liml version="16">
  <analysis type="S30" solver="ccx" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0" y="0" z="1" />
  <node nid="3" x="1" y="0" z="0" />
  <node nid="4" x="1" y="0" z="1" />
  <node nid="5" x="0" y="0" z="0.5" />
  <node nid="6" x="1" y="0" z="0.5" />
  <node nid="7" x="0.5" y="0" z="1" />
  <node nid="8" x="1" y="0" z="0.25" />
  <node nid="9" x="1" y="0" z="0.75" />
  <node nid="10" x="0.25" y="0" z="1" />
  <node nid="11" x="0.75" y="0" z="1" />
  <node nid="12" x="0" y="0" z="0.25" />
  <node nid="13" x="0" y="0" z="0.75" />
  <elset name="Column" color="-6710887" expanded="true" material="Material">
    <elem eid="2" shape="line3" nodes="1 12 5" orientationvy="1" angle="0 °" />
    <elem eid="3" shape="line3" nodes="5 13 2" orientationvy="1" angle="0 °" />
    <elem eid="4" shape="line3" nodes="3 8 6" orientationvy="1" angle="0 °" />
    <elem eid="5" shape="line3" nodes="6 9 4" orientationvy="1" angle="0 °" />
  </elset>
  <elset name="Top" color="-32768" expanded="true" material="Material">
    <elem eid="1" shape="line3" nodes="7 11 4" shelloffset="-40 mm" orientationvz="1" angle="0 °" />
    <elem eid="6" shape="line3" nodes="2 10 7" shelloffset="-40 mm" orientationvz="1" angle="0 °" />
  </elset>
  <fixed selection="fixed_support_faces" />
  <traction selection="traction_faces">
    <x>0 GPa</x>
    <y>-10 kPa</y>
    <z>0 GPa</z>
  </traction>
  <ccxmodeldefinition><![CDATA[*BEAM SECTION,ELSET=Column,MATERIAL=Material,SECTION=RECT,OFFSET1=-0.5

0.1,0.01
0,1,0

*BEAM SECTION,ELSET=Top,MATERIAL=Material,SECTION=RECT,OFFSET1=.5

0.1,0.01
0,0,1]]></ccxmodeldefinition>
  <ccxmodifykeyword action="omit" keyword="BEAM SECTION" setparameter="" value="" omitparameter="" />
  <mat name="Material">
    <geometric type="RectBar" recta="100 mm" rectb="10 mm" />
    <mechanical type="Isotropic" youngsmodulus="210 GPa" />
  </mat>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="4" faceid="2" />
    <face eid="2" faceid="2" />
  </faceselection>
  <faceselection name="traction_faces" direct="true">
    <face eid="6" faceid="1" />
    <face eid="1" faceid="1" />
  </faceselection>
  <fieldvariable name="von Mises stress" displayunit="kPa" />
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="stress" displayunit="kPa" />
  <fieldvariable name="external force" displayunit="N" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="strain energy density" displayunit="kPa" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>