﻿<liml version="4">
  <analysis type="S30" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0" y="0" z="2" />
  <elset name="Default" color="-6710887" material="Material">
    <elem eid="1" shape="line2" nodes="1 2" truss="true" />
  </elset>
  <fixed selection="fixed_support_faces" />
  <displacement selection="displacement_nodes">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <force selection="force_nodes">
    <x>0 N</x>
    <y>0 N</y>
    <z>3 N</z>
  </force>
  <mat name="Material">
    <mechanical type="Spring" springconstant="1000 N/m" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="1" faceid="2" />
  </faceselection>
  <solution>
    <analysis type="S30" />
    <elset name="Default" color="-6710887" />
  </solution>
</liml>