<liml version="34">
  <analysis type="L30" solver="ccx" />
  <timesteps timeperiod="1 s" stepsize="0.05 s" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0.1" y="0" z="0" />
  <node nid="3" x="0.1" y="0.05" z="0" />
  <node nid="4" x="0" y="0.05" z="0" />
  <node nid="5" x="0" y="0" z="0.025" />
  <node nid="6" x="0.1" y="0" z="0.025" />
  <node nid="7" x="0.1" y="0.05" z="0.025" />
  <node nid="8" x="0" y="0.05" z="0.025" />
  <node nid="9" x="0.05" y="0" z="0" />
  <node nid="10" x="0.1" y="0.025" z="0" />
  <node nid="11" x="0.05" y="0.05" z="0" />
  <node nid="12" x="0" y="0.025" z="0" />
  <node nid="13" x="0.05" y="0" z="0.025" />
  <node nid="14" x="0.1" y="0.025" z="0.025" />
  <node nid="15" x="0.05" y="0.05" z="0.025" />
  <node nid="16" x="0" y="0.025" z="0.025" />
  <node nid="17" x="0" y="0" z="0.0125" />
  <node nid="18" x="0.1" y="0" z="0.0125" />
  <node nid="19" x="0.1" y="0.05" z="0.0125" />
  <node nid="20" x="0" y="0.05" z="0.0125" />
  <node nid="21" x="0.05" y="0" z="0.0125" />
  <node nid="22" x="0.1" y="0.025" z="0.0125" />
  <node nid="23" x="0.05" y="0.05" z="0.0125" />
  <node nid="24" x="0" y="0.025" z="0.0125" />
  <node nid="25" x="0.05" y="0.025" z="0" />
  <node nid="26" x="0.05" y="0.025" z="0.025" />
  <node nid="27" x="0.05" y="0.025" z="0.0125" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="SS316anneledElastic">
    <elem eid="1" shape="hex8" nodes="8 20 23 15 16 24 27 26" />
    <elem eid="2" shape="hex8" nodes="20 4 11 23 24 12 25 27" />
    <elem eid="3" shape="hex8" nodes="23 11 3 19 27 25 10 22" />
    <elem eid="4" shape="hex8" nodes="23 15 26 27 19 7 14 22" />
    <elem eid="5" shape="hex8" nodes="16 24 27 26 5 17 21 13" />
    <elem eid="6" shape="hex8" nodes="24 12 25 27 17 1 9 21" />
    <elem eid="7" shape="hex8" nodes="27 25 10 22 21 9 2 18" />
    <elem eid="8" shape="hex8" nodes="27 26 13 21 22 14 6 18" />
  </elset>
  <ccxmodifykeyword action="setparameter" keyword="STATIC" setparameter="SOLVER" value="PARDISO" omitparameter="" />
  <fixed selection="fixed_support_faces" />
  <displacement selection="EndPoints">
    <value unit="mm" timeunit="s" positionunit="mm">10*t</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <mat name="SS316anneledElastic">
    <mechanical type="Isotropic" youngsmodulus="207 GPa" poissonratio="0.3" />
    <density type="Simple" density="7700 kg/m³" />
  </mat>
  <faceselection name="bottom">
    <face eid="5" faceid="3" />
    <face eid="2" faceid="3" />
    <face eid="6" faceid="3" />
    <face eid="1" faceid="3" />
  </faceselection>
  <nodeselection name="bpoints">
    <node nid="24" />
    <node nid="17" />
    <node nid="5" />
    <node nid="16" />
    <node nid="12" />
    <node nid="1" />
    <node nid="20" />
    <node nid="8" />
    <node nid="4" />
  </nodeselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="5" faceid="3" />
    <face eid="6" faceid="3" />
    <face eid="2" faceid="3" />
    <face eid="1" faceid="3" />
  </faceselection>
  <nodeselection name="EndPoints">
    <node nid="22" />
    <node nid="19" />
    <node nid="7" />
    <node nid="14" />
    <node nid="10" />
    <node nid="3" />
    <node nid="18" />
    <node nid="6" />
    <node nid="2" />
  </nodeselection>
  <solution>
    <analysis type="S30" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>