<liml version="26">
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  <displacement selection="displacement_nodes">
    <value>0 mm</value>
    <x>1</x>
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    <x>0</x>
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    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
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    <x>0 kN</x>
    <y>-1 kN</y>
    <z>0 kN</z>
  </force>
  <force selection="Load" name="Static_Check-BL1" suppressed="true">
    <x>0 kN</x>
    <y>-90 kN</y>
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    <value>0 rad</value>
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    <value>0 rad</value>
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    <value>0 rad</value>
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    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 kg/m³" />
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  <mat name="Material(2)">
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    <density type="Simple" density="7850 kg/m³" />
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  <nodeselection name="node_rotation_nodes(2)" direct="true">
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  <fieldvariable name="displacement" displayunit="mm" />
  <fieldvariable name="rotation" displayunit="rad" />
  <fieldvariable name="tensile force" displayunit="kN" />
  <fieldvariable name="bending moment 2" displayunit="N.m" />
  <fieldvariable name="shear force" displayunit="kN" />
  <solution>
    <analysis type="B30" tol="1E-06" maxmode="10" shift="1" />
    <incompatiblehex8>false</incompatiblehex8>
    <elset name="Default" colorrgb="DADADA" expanded="true" />
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</liml>