﻿<liml version="24">
  <analysis type="L30" solver="ccx" />
  <timesteps timeperiod="1 s" stepsize="0.1 s" automatictimestepping="true" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="1" y="0" z="0" />
  <node nid="3" x="1" y="1" z="0" />
  <node nid="4" x="0" y="1" z="0" />
  <node nid="5" x="0" y="0" z="1" />
  <node nid="6" x="1" y="0" z="1" />
  <node nid="7" x="1" y="1" z="1" />
  <node nid="8" x="0" y="1" z="1" />
  <node nid="9" x="0.5" y="0" z="0" />
  <node nid="10" x="1" y="0.5" z="0" />
  <node nid="11" x="0.5" y="1" z="0" />
  <node nid="12" x="0" y="0.5" z="0" />
  <node nid="13" x="0.5" y="0" z="1" />
  <node nid="14" x="1" y="0.5" z="1" />
  <node nid="15" x="0.5" y="1" z="1" />
  <node nid="16" x="0" y="0.5" z="1" />
  <node nid="17" x="0" y="0" z="0.5" />
  <node nid="18" x="1" y="0" z="0.5" />
  <node nid="19" x="1" y="1" z="0.5" />
  <node nid="20" x="0" y="1" z="0.5" />
  <node nid="21" x="0.5" y="0" z="0.5" />
  <node nid="22" x="1" y="0.5" z="0.5" />
  <node nid="23" x="0.5" y="1" z="0.5" />
  <node nid="24" x="0" y="0.5" z="0.5" />
  <node nid="25" x="0.5" y="0.5" z="0" />
  <node nid="26" x="0.5" y="0.5" z="1" />
  <node nid="27" x="0.5" y="0.5" z="0.5" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="hex8" nodes="24 27 23 20 16 26 15 8" />
    <elem eid="2" shape="hex8" nodes="1 9 25 12 17 21 27 24" />
    <elem eid="3" shape="hex8" nodes="9 2 10 25 21 18 22 27" />
    <elem eid="4" shape="hex8" nodes="25 10 3 11 27 22 19 23" />
    <elem eid="5" shape="hex8" nodes="12 25 11 4 24 27 23 20" />
    <elem eid="6" shape="hex8" nodes="17 21 27 24 5 13 26 16" />
    <elem eid="7" shape="hex8" nodes="21 18 22 27 13 6 14 26" />
    <elem eid="8" shape="hex8" nodes="27 22 19 23 26 14 7 15" />
  </elset>
  <moment selection="moment_faces">
    <x>1E-06 N.m</x>
    <y>0 N.m</y>
    <z>0 N.m</z>
  </moment>
  <fixed selection="fixed_support_faces" />
  <mat name="Material">
    <mechanical type="Isotropic" youngsmodulus="1 GPa" poissonratio="0.333" />
    <density type="Simple" density="1 g/cm³" />
  </mat>
  <faceselection name="moment_faces" direct="true">
    <face eid="1" faceid="6" />
    <face eid="5" faceid="6" />
    <face eid="2" faceid="6" />
    <face eid="6" faceid="6" />
  </faceselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="8" faceid="4" />
    <face eid="4" faceid="4" />
    <face eid="7" faceid="4" />
    <face eid="3" faceid="4" />
  </faceselection>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="strain energy density" displayunit="GPa" />
  <fieldvariable name="external force" displayunit="N" />
  <solution>
    <analysis type="L30" solver="ccx" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>