﻿<liml version="13">
  <analysis type="L30" solver="ccx" stepsize="0.1 s" automatictimestepping="true" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0" y="0" z="0.00254" />
  <node nid="3" x="0" y="0" z="0.00508" />
  <node nid="4" x="0" y="0" z="0.00762" />
  <node nid="5" x="0" y="0" z="0.01016" />
  <node nid="6" x="0" y="0" z="0.0127" />
  <node nid="7" x="0" y="0" z="0.01524" />
  <node nid="8" x="0" y="0" z="0.01778" />
  <node nid="9" x="0" y="0" z="0.02032" />
  <node nid="10" x="0" y="0" z="0.02286" />
  <node nid="11" x="0" y="0" z="0.0254" />
  <elset name="Default" color="-32704" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 2" />
    <elem eid="2" shape="line2" nodes="2 3" />
    <elem eid="3" shape="line2" nodes="3 4" />
    <elem eid="4" shape="line2" nodes="4 5" />
    <elem eid="5" shape="line2" nodes="5 6" />
    <elem eid="6" shape="line2" nodes="6 7" />
    <elem eid="7" shape="line2" nodes="7 8" />
    <elem eid="8" shape="line2" nodes="8 9" />
    <elem eid="9" shape="line2" nodes="9 10" />
    <elem eid="10" shape="line2" nodes="10 11" />
  </elset>
  <displacement selection="displacement_nodes">
    <value>-0.003 in</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0.003 in</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <fixed selection="fixed_support_nodes" />
  <mat name="Material">
    <geometric type="RectBar" recta="0.1 in" rectb="0.1 in" />
    <mechanical type="Isotropic" youngsmodulus="10000000 lbf/in²" poissonratio="0.3" />
  </mat>
  <nodeselection name="Force_Query">
    <node nid="11" />
    <node nid="1" />
    <node nid="8" />
  </nodeselection>
  <nodeselection name="fixed_support_nodes" direct="true">
    <node nid="11" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="9" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="7" />
  </nodeselection>
  <fieldvariable name="displacement" displayunit="in" expanded="true" />
  <fieldvariable name="tensile force" displayunit="lbf" expanded="true" />
  <fieldvariable name="bending moment 2" displayunit="N.m" />
  <fieldvariable name="shear force" displayunit="lbf" />
  <fieldvariable name="torsion moment" displayunit="N.m" />
  <table>
    <namedselection>Force_Query</namedselection>
    <fieldvalue unit="lbf">tensileforce</fieldvalue>
  </table>
  <fieldvariable name="rotation" displayunit="rad" />
  <solution>
    <analysis type="S30" automatictimestepping="true" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>