﻿<liml version="23">
  <analysis type="L30" solver="ccx" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0" y="0.02" z="0" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 2" />
  </elset>
  <displacement selection="displacement_nodes">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="displacement_nodes(4)">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <mat name="Material">
    <mechanical type="Spring" springconstant="10 N/mm" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="2" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="2" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(4)" direct="true">
    <node nid="2" />
  </nodeselection>
  <solution>
    <analysis type="S30" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>