﻿<liml version="24">
  <analysis type="S20" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="10" y="0" z="0" />
  <elset name="Component" colorrgb="287942" expanded="true" material="Rectan">
    <elem eid="1" shape="line2" nodes="1 2" />
  </elset>
  <stiffnessmatrixfile filename="&lt;f&gt; stiffness.csv" format="dense" localize="true" />
  <linepressure selection="line_pressure_elements">
    <x>0 N/m</x>
    <y>-2000 N/m</y>
    <z>0 N/m</z>
  </linepressure>
  <loadvectorfile filename="&lt;f&gt; load.csv" localize="true" />
  <displacement selection="displacement_nodes">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <mat name="Rectan">
    <geometric type="RectBar" recta="200 mm" rectb="15 mm" />
    <mechanical type="Isotropic" youngsmodulus="210 GPa" poissonratio="0.28" thermalexpansion="1.3E-05 1/K" />
    <density type="Simple" density="7700 kg/m³" />
    <thermal type="Isotropic" thermalconductivity="50 W/m/K" specificheat="460 J/kg/K" />
  </mat>
  <elementselection name="line_pressure_elements" direct="true">
    <element eid="1" />
  </elementselection>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="2" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="1" />
  </nodeselection>
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="rotation" displayunit="rad" />
  <fieldvariable name="bending moment 2" displayunit="N.m" expanded="true" />
  <fieldvariable name="shear force" displayunit="N" expanded="true" />
  <table name="Table">
    <component>Component</component>
    <component>Default</component>
    <namedselection>displacement_nodes</namedselection>
    <namedselection>displacement_nodes(2)</namedselection>
    <namedselection>fixed_support_nodes</namedselection>
    <namedselection>force_nodes</namedselection>
    <namedselection>force_nodes(2)</namedselection>
    <namedselection>force_nodes(3)</namedselection>
    <namedselection>line_pressure_elements</namedselection>
    <fieldvalue unit="m">displx</fieldvalue>
    <fieldvalue unit="m">disply</fieldvalue>
    <fieldvalue unit="rad">rotz</fieldvalue>
    <fieldvalue unit="N.m">bendingmomw</fieldvalue>
    <fieldvalue unit="N">sheary</fieldvalue>
    <fieldvalue unit="N.m">reactionmomz</fieldvalue>
    <fieldvalue unit="N">reactionforcey</fieldvalue>
  </table>
  <table name="Table(2)">
    <component>Component</component>
    <component>Default</component>
    <namedselection>displacement_nodes</namedselection>
    <namedselection>fixed_support_nodes</namedselection>
    <namedselection>force_nodes</namedselection>
    <namedselection>force_nodes(2)</namedselection>
    <namedselection>force_nodes(3)</namedselection>
    <fieldvalue unit="N.m">bendingmomw</fieldvalue>
    <fieldvalue unit="N">sheary</fieldvalue>
    <elementvalues />
  </table>
  <fieldvariable name="reaction moment" displayunit="N.m" expanded="true" />
  <fieldvariable name="reaction force" displayunit="N" expanded="true" />
  <solution>
    <analysis type="S20" />
    <node nid="1" x="0" y="0" z="0" />
    <node nid="2" x="10" y="0" z="0" />
    <elset name="Component" colorrgb="287942" expanded="true" material="Rectan">
      <elem eid="1" shape="line2" nodes="1 2" />
    </elset>
    <stiffnessmatrixfile filename="&lt;f&gt; stiffness.csv" format="dense" localize="true" />
    <linepressure selection="line_pressure_elements">
      <x>0 N/m</x>
      <y>-2000 N/m</y>
      <z>0 N/m</z>
    </linepressure>
    <loadvectorfile filename="&lt;f&gt; load.csv" localize="true" />
    <displacement selection="displacement_nodes">
      <value>0 mm</value>
      <x>0</x>
      <y>1</y>
      <z>0</z>
    </displacement>
    <displacement selection="displacement_nodes(2)">
      <value>0 mm</value>
      <x>1</x>
      <y>0</y>
      <z>0</z>
    </displacement>
    <mat name="Rectan">
      <geometric type="RectBar" recta="200 mm" rectb="15 mm" />
      <mechanical type="Isotropic" youngsmodulus="210 GPa" poissonratio="0.28" thermalexpansion="1.3E-05 1/K" />
      <density type="Simple" density="7700 kg/m³" />
      <thermal type="Isotropic" thermalconductivity="50 W/m/K" specificheat="460 J/kg/K" />
    </mat>
    <elementselection name="line_pressure_elements" direct="true">
      <element eid="1" />
    </elementselection>
    <nodeselection name="displacement_nodes" direct="true">
      <node nid="2" />
      <node nid="1" />
    </nodeselection>
    <nodeselection name="displacement_nodes(2)" direct="true">
      <node nid="1" />
    </nodeselection>
    <results>
      <!--Binary data is base64 encoded, 32-bit integer or 64-bit double, big-endian-->
      <nodevariable name="displmag">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="displx">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>gAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="disply">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>gAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="rotz">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionforcemag">
        <maxandmin>
          <component name="Component" max="10000" min="10000" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>QMOIAAAAAABAw4gAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionforcex">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionforcey">
        <maxandmin>
          <component name="Component" max="10000" min="10000" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>QMOIAAAAAABAw4gAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionmommag">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionmomz">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="bendingmomw">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="sheary">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <nodes>AAAAAQAAAAI=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <elementnodevariable name="bendingmomw">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <elements>AAAAAQ==
</elements>
        <values>gAAAAAAAAAAAAAAAAAAAAA==
</values>
      </elementnodevariable>
      <elementnodevariable name="sheary">
        <maxandmin>
          <component name="Component" max="0" min="0" />
        </maxandmin>
        <elements>AAAAAQ==
</elements>
        <values>gAAAAAAAAAAAAAAAAAAAAA==
</values>
      </elementnodevariable>
    </results>
  </solution>
</liml>