﻿<liml version="9">
  <analysis type="D30" timeperiod="1 s" timesteps="10000" stepsize="0.0001 s" />
  <node nid="1" x="0.0005" y="0.0505" z="0.05" />
  <node nid="2" x="0.0005" y="0.0495" z="0.05" />
  <node nid="3" x="0.1" y="0.05" z="0.06" />
  <node nid="4" x="0.0005" y="0.0495" z="0.055" />
  <node nid="5" x="-0.0005" y="0.0505" z="0.05" />
  <node nid="6" x="0.1" y="0.05" z="0" />
  <node nid="7" x="0" y="0.05" z="0.06" />
  <node nid="8" x="0" y="0.05" z="0" />
  <node nid="9" x="-0.0005" y="0.0495" z="0.05" />
  <node nid="10" x="-0.0005" y="0.0495" z="0.055" />
  <node nid="11" x="0.1" y="0.05" z="0.05" />
  <node nid="12" x="0.0005" y="0.0505" z="0.055" />
  <node nid="13" x="-0.0005" y="0.0505" z="0.055" />
  <node nid="14" x="0.0005" y="0.05" z="0.05" />
  <node nid="15" x="0" y="0.0495" z="0.05" />
  <node nid="16" x="-0.0005" y="0.05" z="0.05" />
  <node nid="17" x="0" y="0.0505" z="0.05" />
  <node nid="18" x="0.0005" y="0.05" z="0.055" />
  <node nid="19" x="0" y="0.0495" z="0.055" />
  <node nid="20" x="-0.0005" y="0.05" z="0.055" />
  <node nid="21" x="0" y="0.0505" z="0.055" />
  <elset name="Default" color="-6710887" expanded="true" material="1mm_bars">
    <elem eid="1" shape="line2" nodes="8 6" />
    <elem eid="2" shape="line2" nodes="7 3" />
    <elem eid="3" shape="line2" nodes="11 3" />
    <elem eid="4" shape="line2" nodes="11 6" />
  </elset>
  <elset name="Component" color="-135616" expanded="true" material="face_0.1mm">
    <elem eid="5" shape="quad8" nodes="1 14 2 15 9 16 5 17" />
    <elem eid="6" shape="quad8" nodes="12 18 4 19 10 20 13 21" />
  </elset>
  <elset name="Component(2)" color="-10052724" expanded="true" material="0.1mm_struts">
    <elem eid="7" shape="line2" nodes="7 13" />
    <elem eid="8" shape="line2" nodes="7 12" />
    <elem eid="9" shape="line2" nodes="7 10" />
    <elem eid="10" shape="line2" nodes="7 4" />
    <elem eid="11" shape="line2" nodes="8 5" />
    <elem eid="12" shape="line2" nodes="8 9" />
    <elem eid="13" shape="line2" nodes="8 2" />
    <elem eid="14" shape="line2" nodes="8 1" />
  </elset>
  <gravity>
    <x>0 m/s²</x>
    <y>-9.81 m/s²</y>
    <z>0 m/s²</z>
  </gravity>
  <displacement selection="displacement_nodes">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="displacement_elements">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(4)">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <surfacepressure selection="pressure_faces">
    <normal time="0 s">0 Pa</normal>
    <normal time="0.005 s">10 Pa</normal>
    <normal time="0.01 s">0 Pa</normal>
  </surfacepressure>
  <mat name="1mm_bars">
    <geometric type="CircularBar" roundod="1 mm" />
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <mat name="face_0.1mm">
    <geometric type="Plate" thickness="0.1 mm" />
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <mat name="0.1mm_struts">
    <geometric type="CircularBar" roundod="0.1 mm" />
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="8" />
    <node nid="6" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="8" />
    <node nid="6" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="8" />
    <node nid="6" />
  </nodeselection>
  <nodeselection name="displacement_nodes(4)" direct="true">
    <node nid="1" />
    <node nid="2" />
    <node nid="4" />
    <node nid="5" />
    <node nid="9" />
    <node nid="10" />
    <node nid="12" />
    <node nid="13" />
  </nodeselection>
  <faceselection name="pressure_faces" direct="true">
    <face eid="6" faceid="5" />
    <face eid="5" faceid="6" />
  </faceselection>
  <elementselection name="displacement_elements" direct="true">
    <element eid="2" />
    <element eid="4" />
    <element eid="3" />
    <element eid="1" />
  </elementselection>
  <fieldvariable name="von Mises stress" displayunit="Pa" />
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="rotation" displayunit="rad" />
  <fieldvariable name="reaction force" displayunit="N" />
  <fieldvariable name="reaction moment" displayunit="N.m" />
  <solution>
    <analysis type="D30" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>