﻿<liml version="16">
  <analysis type="D20" timeperiod="0.001 s" stepsize="1E-05 s" modesuperposition="true" maxmode="2" />
  <timesteps timeperiod="0.001 s" stepsize="1E-05 s" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="1" y="0" 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>2.533029591E-08 kg</value>
  </mass2>
  <displacement selection="displacement_nodes" suppressed="true">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)" suppressed="true">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <fixed selection="fixed_support_nodes" />
  <force selection="force_nodes" name="sinusoidal_force_1000_Hz">
    <x unit="N" timeunit="s" positionunit="m">1*sin(2*pi*1000*t)</x>
    <y>0 N</y>
    <z>0 N</z>
  </force>
  <initialconditions>
    <displacement selection="displacement_nodes(2)">
      <value>1 mm</value>
      <x>1</x>
      <y>0</y>
      <z>0</z>
    </displacement>
  </initialconditions>
  <mat name="Material">
    <geometric type="UniformGeneralSection" area="0.001 m²" />
    <mechanical type="Isotropic" youngsmodulus="1000 Pa" />
  </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="fixed_support_nodes" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <solution>
    <analysis type="D20" modesuperposition="true" maxmode="2" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>