﻿<liml version="4">
  <analysis type="S30" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="5" y="0" z="0" />
  <node nid="3" x="5" y="5" z="0" />
  <node nid="4" x="0" y="5" z="0" />
  <elset name="Default" color="-6710887" material="laminate">
    <elem eid="2" shape="quad4" nodes="1 2 3 4" />
  </elset>
  <elset name="Thin_element" color="-5503853" material="stiffness_1">
    <elem eid="1" shape="quad4" nodes="1 2 3 4" />
  </elset>
  <fixed selection="fixed_support_faces" />
  <force selection="force_faces">
    <x>1 N</x>
    <y>0 N</y>
    <z>0 N</z>
  </force>
  <mat name="laminate">
    <geometric type="Plate" thickness="0.3 m" planestrain="0" />
    <mechanical type="Laminate" density="0 kg/m³">
      <layer thickness="0.1 m" angle="0 °" youngsmodulus1="2000 Pa" youngsmodulus2="1000 Pa" poissonratio12="0" shearmodulus12="500 Pa" shearmodulus23="500 Pa" shearmodulus31="500 Pa" />
      <layer thickness="0.1 m" angle="90 °" youngsmodulus1="2000 Pa" youngsmodulus2="1000 Pa" poissonratio12="0" shearmodulus12="500 Pa" shearmodulus23="500 Pa" shearmodulus31="500 Pa" />
      <layer thickness="0.1 m" angle="0 °" youngsmodulus1="2000 Pa" youngsmodulus2="1000 Pa" poissonratio12="0" shearmodulus12="500 Pa" shearmodulus23="500 Pa" shearmodulus31="500 Pa" />
    </mechanical>
  </mat>
  <mat name="stiffness_1">
    <geometric type="Plate" thickness="0.0001 m" planestrain="0" />
    <mechanical type="Isotropic" youngsmodulus="1 Pa" poissonratio="0" density="0 kg/m³" thermalexpansion="0 1/K" speedofsound="0 m/s" />
  </mat>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="1" faceid="4" />
    <face eid="2" faceid="4" />
  </faceselection>
  <faceselection name="force_faces" direct="true">
    <face eid="1" faceid="2" />
    <face eid="2" faceid="2" />
  </faceselection>
  <solution>
    <analysis type="S30" />
    <elset name="Default" color="-6710887" />
  </solution>
</liml>