﻿<liml version="13">
  <analysis type="S30" solver="ccx" />
  <node nid="1" x="0.25" y="0.5" z="0.1" />
  <node nid="2" x="0.75" y="0.5" z="0.1" />
  <node nid="3" x="0.5" y="0.25" z="0" />
  <node nid="4" x="0.5" y="0.75" z="0" />
  <node nid="5" x="0.5" y="0" z="0" />
  <node nid="6" x="1" y="0.5" z="0.1" />
  <node nid="7" x="0.5" y="1" z="0" />
  <node nid="8" x="0" y="0.5" z="0.1" />
  <node nid="9" x="0.5" y="0.5" z="0.1" />
  <node nid="10" x="0.5" y="0.5" z="0" />
  <elset name="Default" color="-6710887" expanded="true" material="Material(2)">
    <elem eid="1" shape="line2" nodes="8 1" />
    <elem eid="2" shape="line2" nodes="1 9" />
    <elem eid="3" shape="line2" nodes="9 2" />
    <elem eid="4" shape="line2" nodes="2 6" />
    <elem eid="5" shape="line2" nodes="7 4" />
    <elem eid="6" shape="line2" nodes="4 10" />
    <elem eid="7" shape="line2" nodes="10 3" />
    <elem eid="8" shape="line2" nodes="3 5" />
  </elset>
  <elset name="Component" color="-15220378" expanded="true">
    <elem eid="9" shape="line2" nodes="9 10" />
  </elset>
  <elset name="Component(2)" color="-5113282" expanded="true">
    <elem eid="10" shape="line2" nodes="10 9" />
  </elset>
  <fixed selection="fixed_support_nodes" />
  <force selection="force_nodes">
    <x>0 N</x>
    <y>0 N</y>
    <z>1 N</z>
  </force>
  <displacement selection="displacement_nodes">
    <value>0 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <noderotation selection="node_rotation_nodes">
    <value>0 °</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </noderotation>
  <elementtype selection="z_spring_elements" shape="line2" type="SPRING2" />
  <ccxmodeldefinition><![CDATA[*SPRING,ELSET=z_spring_elements
3,3
1.230000000000E+002
]]></ccxmodeldefinition>
  <noderotation selection="node_rotation_nodes(2)">
    <value>0 °</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </noderotation>
  <elementtype selection="custom_element_type_elements" shape="line2" type="damper" />
  <mat name="Material(2)">
    <geometric type="RectBar" recta="0.1 m" rectb="0.1 m" />
    <mechanical type="Isotropic" youngsmodulus="100000000000 Pa" />
  </mat>
  <nodeselection name="fixed_support_nodes" direct="true">
    <node nid="5" />
    <node nid="7" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="6" />
  </nodeselection>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="8" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="8" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="8" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes" direct="true">
    <node nid="8" />
  </nodeselection>
  <nodeselection name="node_rotation_nodes(2)" direct="true">
    <node nid="8" />
  </nodeselection>
  <elementselection name="z_spring_elements">
    <element eid="9" />
  </elementselection>
  <elementselection name="custom_element_type_elements" direct="true">
    <element eid="10" />
  </elementselection>
  <fieldvariable name="von Mises stress" displayunit="Pa" />
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="stress" displayunit="Pa" />
  <fieldvariable name="external force" displayunit="N" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="strain energy density" displayunit="Pa" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>