<liml version="26">
  <analysis type="V30" solver="ccx" maxmode="4" />
  <incompatiblehex8>false</incompatiblehex8>
  <timesteps stepsize="0.1 s" automatictimestepping="true" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0" y="0" z="1" />
  <node nid="3" x="0" y="0" z="0.25" />
  <node nid="4" x="0" y="0" z="0.5" />
  <node nid="5" x="0" y="0" z="0.75" />
  <node nid="6" x="0" y="-0.001" z="0" />
  <node nid="7" x="0.001" y="-0.001" z="0" />
  <node nid="8" x="0.001" y="0" z="0" />
  <node nid="9" x="0" y="0" z="0" />
  <node nid="10" x="0" y="-0.001" z="0.001" />
  <node nid="11" x="0.001" y="-0.001" z="0.001" />
  <node nid="12" x="0.001" y="0" z="0.001" />
  <node nid="13" x="0" y="0" z="0.001" />
  <elset name="K" colorrgb="645D7D" expanded="true" material="K_Spring">
    <elem eid="1" shape="line2" nodes="5 2" />
  </elset>
  <elset name="4K" colorrgb="490C4B" expanded="true" material="4K_Spring">
    <elem eid="2" shape="line2" nodes="1 3" />
  </elset>
  <elset name="3K" colorrgb="75E743" expanded="true" material="3K_Spring">
    <elem eid="3" shape="line2" nodes="3 4" />
  </elset>
  <elset name="2K" colorrgb="068BEA" expanded="true" material="2K_Spring">
    <elem eid="4" shape="line2" nodes="4 5" />
  </elset>
  <elset name="Component" colorrgb="BCC1D2" expanded="true" material="Cube">
    <elem eid="5" shape="hex8" nodes="6 7 8 9 10 11 12 13" />
  </elset>
  <mass2 selection="mass_nodes" name="M1" group="MAss">
    <value>5 kg</value>
  </mass2>
  <mass2 selection="mass_nodes(2)" name="M2" group="MAss">
    <value>5 kg</value>
  </mass2>
  <mass2 selection="mass_nodes(3)" name="M3" group="MAss">
    <value>5 kg</value>
  </mass2>
  <mass2 selection="mass_nodes(4)" name="M4" group="MAss">
    <value>5 kg</value>
  </mass2>
  <displacement selection="Base" group="Base">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="Base" group="Base">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="Base" group="Base">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <group name="Base" />
  <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>
  <group name="MAss" />
  <gravity suppressed="true">
    <x>0 m/s²</x>
    <y>0 m/s²</y>
    <z>-9.81 m/s²</z>
  </gravity>
  <fixed selection="fixed_support_faces" />
  <mat name="K_Spring">
    <mechanical type="Spring" springconstant="1000000 N/m" />
  </mat>
  <mat name="4K_Spring">
    <mechanical type="Spring" springconstant="4000000 N/m" />
  </mat>
  <mat name="3K_Spring">
    <mechanical type="Spring" springconstant="3000000 N/m" />
  </mat>
  <mat name="2K_Spring">
    <mechanical type="Spring" springconstant="2000000 N/m" />
  </mat>
  <mat name="Cube">
    <mechanical type="Isotropic" youngsmodulus="210000 GPa" />
    <density type="Simple" density="1E-10 kg/m³" />
  </mat>
  <nodeselection name="mass_nodes" direct="true">
    <node nid="3" />
  </nodeselection>
  <nodeselection name="mass_nodes(2)" direct="true">
    <node nid="4" />
  </nodeselection>
  <nodeselection name="mass_nodes(3)" direct="true">
    <node nid="5" />
  </nodeselection>
  <nodeselection name="mass_nodes(4)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="1" />
    <node nid="2" />
    <node nid="3" />
    <node nid="4" />
    <node nid="5" />
  </nodeselection>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="1" />
    <node nid="2" />
    <node nid="3" />
    <node nid="4" />
    <node nid="5" />
  </nodeselection>
  <nodeselection name="Base">
    <node nid="1" />
  </nodeselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="5" faceid="1" />
  </faceselection>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="m" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="external force" displayunit="kN" />
  <fieldvariable name="contact displacement" displayunit="mm" />
  <fieldvariable name="contact stress" displayunit="GPa" />
  <fieldvariable name="strain" displayunit="" expanded="true" />
  <fieldvariable name="strain energy density" displayunit="GPa" />
  <fieldvariable name="principal stress" displayunit="GPa" expanded="true" />
  <solution>
    <analysis type="V30" solver="ccx" />
    <incompatiblehex8>true</incompatiblehex8>
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>