﻿<liml version="17">
  <analysis type="D20" timeperiod="0.01 s" stepsize="1E-05 s" maxmode="2" />
  <timesteps timeperiod="0.01 s" stepsize="1E-05 s" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0" y="-1" z="0" />
  <elset name="Default" color="-6710887" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 2" />
  </elset>
  <mass2 selection="mass_nodes">
    <value>100 kg</value>
  </mass2>
  <displacement selection="displacement_nodes">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <ccxmodeldefinition suppressed="true"><![CDATA[*INITIAL CONDITIONS,TYPE=VELOCITY
2,1,1]]></ccxmodeldefinition>
  <gravity>
    <x>0 m/s²</x>
    <y>-9.8 m/s²</y>
    <z>0 m/s²</z>
  </gravity>
  <initialconditions>
    <displacement selection="displacement_nodes(2)" name="FAil??" suppressed="true">
      <value>-1 mm</value>
      <x>0</x>
      <y>1</y>
      <z>0</z>
    </displacement>
    <displacement selection="displacement_nodes(4)" name="Check" suppressed="true">
      <value>-1 mm</value>
      <x>1</x>
      <y>0</y>
      <z>0</z>
    </displacement>
  </initialconditions>
  <mat name="Material">
    <geometric type="UniformGeneralSection" izz="196900 mm⁴" area="1000 mm²" pointy="20 mm" />
    <mechanical type="Isotropic" youngsmodulus="100 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <nodeselection name="mass_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="1" />
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(4)" direct="true">
    <node nid="2" />
  </nodeselection>
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="tensile force" displayunit="N" expanded="true" />
  <fieldvariable name="rotation" displayunit="rad" />
  <fieldvariable name="velocity" displayunit="m/s" expanded="true" />
  <fieldvariable name="stress in element coordinates" displayunit="GPa" expanded="true" />
  <solution>
    <analysis type="D20" maxmode="2" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>