﻿<liml version="19">
  <configuration name="Non_linear_3D" />
  <analysis type="L30" solver="ccx" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="6" y="0" z="0" />
  <node nid="3" x="3" y="0" z="0" />
  <node nid="4" x="1.5" y="0" z="0" />
  <node nid="5" x="4.5" y="0" z="0" />
  <node nid="6" x="0.75" y="0" z="0" />
  <node nid="7" x="2.25" y="0" z="0" />
  <node nid="8" x="3.75" y="0" z="0" />
  <node nid="9" x="5.25" y="0" z="0" />
  <node nid="10" x="3.375" y="0" z="0" />
  <node nid="11" x="4.125" y="0" z="0" />
  <node nid="12" x="4.875" y="0" z="0" />
  <node nid="13" x="5.625" y="0" z="0" />
  <node nid="14" x="0.375" y="0" z="0" />
  <node nid="15" x="1.125" y="0" z="0" />
  <node nid="16" x="1.875" y="0" z="0" />
  <node nid="17" x="2.625" y="0" z="0" />
  <node nid="18" x="0.1875" y="0" z="0" />
  <node nid="19" x="0.5625" y="0" z="0" />
  <node nid="20" x="0.9375" y="0" z="0" />
  <node nid="21" x="1.3125" y="0" z="0" />
  <node nid="22" x="1.6875" y="0" z="0" />
  <node nid="23" x="2.0625" y="0" z="0" />
  <node nid="24" x="2.4375" y="0" z="0" />
  <node nid="25" x="2.8125" y="0" z="0" />
  <node nid="26" x="3.1875" y="0" z="0" />
  <node nid="27" x="3.5625" y="0" z="0" />
  <node nid="28" x="3.9375" y="0" z="0" />
  <node nid="29" x="4.3125" y="0" z="0" />
  <node nid="30" x="4.6875" y="0" z="0" />
  <node nid="31" x="5.0625" y="0" z="0" />
  <node nid="32" x="5.4375" y="0" z="0" />
  <node nid="33" x="5.8125" y="0" z="0" />
  <elset name="Default" color="-6710887" colorrgb="DADADA" expanded="true" material="Profile">
    <elem eid="1" shape="line3" nodes="1 18 14" />
    <elem eid="2" shape="line3" nodes="14 19 6" />
    <elem eid="3" shape="line3" nodes="6 20 15" />
    <elem eid="4" shape="line3" nodes="15 21 4" />
    <elem eid="5" shape="line3" nodes="4 22 16" />
    <elem eid="6" shape="line3" nodes="16 23 7" />
    <elem eid="7" shape="line3" nodes="7 24 17" />
    <elem eid="8" shape="line3" nodes="17 25 3" />
    <elem eid="9" shape="line3" nodes="3 26 10" />
    <elem eid="10" shape="line3" nodes="10 27 8" />
    <elem eid="11" shape="line3" nodes="8 28 11" />
    <elem eid="12" shape="line3" nodes="11 29 5" />
    <elem eid="13" shape="line3" nodes="5 30 12" />
    <elem eid="14" shape="line3" nodes="12 31 9" />
    <elem eid="15" shape="line3" nodes="9 32 13" />
    <elem eid="16" shape="line3" nodes="13 33 2" />
  </elset>
  <displacement selection="displacement_nodes" group="Supported_2D">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)" group="Supported_2D">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)" group="Supported_2D">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <force selection="force_nodes">
    <x>0 N</x>
    <y>14000 N</y>
    <z>0 N</z>
  </force>
  <group name="Supported_2D" suppressed="true" />
  <fixed selection="fixed_support_nodes" group="Embedded_2D" />
  <fixed selection="fixed_support_nodes(2)" group="Embedded_2D" />
  <group name="Embedded_2D" suppressed="true" />
  <group name="Non_linear_3D" />
  <pinnedsupport selection="pinned_support_nodes" group="Non_linear_3D" />
  <displacement selection="displacement_faces" group="Non_linear_3D">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(4)" group="Non_linear_3D">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <ccxmodeldefinition><![CDATA[*USER ELEMENT,TYPE=U1,NODES=3,INTEGRATION POINTS=3,MAXDOF=6

*BEAM SECTION,ELSET=Default,MATERIAL=Profile,SECTION=GENERAL
766E-6,217127E-12,0,262977E-12,0.53
0,1,0
]]></ccxmodeldefinition>
  <ccxmodifykeyword action="omit" keyword="BEAM SECTION" setparameter="" value="" omitparameter="" />
  <ccxmodifykeyword action="setparameter" keyword="ELEMENT" setparameter="TYPE" value="U1" omitparameter="" />
  <noderotation selection="node_rotation_nodes">
    <value>0 rad</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </noderotation>
  <noderotation selection="node_rotation_nodes(2)">
    <value>0 rad</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </noderotation>
  <mat name="Profile">
    <geometric type="RectBar" recta="39 mm" rectb="43 mm" pointy="38 mm" pointz="32 mm" />
    <mechanical type="Isotropic" youngsmodulus="67000 MPa" poissonratio="0.3" />
    <density type="Simple" density="2700 kg/m³" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="3" />
  </nodeselection>
  <nodeselection name="fixed_support_nodes" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="fixed_support_nodes(2)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="pinned_support_nodes" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(4)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes" direct="true">
    <node nid="1" />
    <node nid="2" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes(2)" direct="true">
    <node nid="1" />
    <node nid="2" />
  </nodeselection>
  <faceselection name="displacement_faces" direct="true">
    <face eid="16" faceid="3" />
  </faceselection>
  <fieldvariable name="von Mises stress" displayunit="MPa" />
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="stress" displayunit="MPa" expanded="true" />
  <fieldvariable name="external force" displayunit="N" />
  <fieldvariable name="strain" displayunit="" expanded="true" />
  <fieldvariable name="strain energy density" displayunit="MPa" />
  <solution configuration="Non_linear_3D">
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>