﻿<liml version="5">
  <analysis type="S20" solver="ccx" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="1" y="0" z="0" />
  <node nid="3" x="1" y="1" z="0" />
  <node nid="4" x="0" y="1" z="0" />
  <node nid="5" x="2" y="0" z="0" />
  <node nid="6" x="3" y="0" z="0" />
  <node nid="7" x="3" y="1" z="0" />
  <node nid="8" x="2" y="1" z="0" />
  <node nid="9" x="4" y="0" z="0" />
  <node nid="10" x="5" y="0" z="0" />
  <node nid="11" x="5" y="1" z="0" />
  <node nid="12" x="4" y="1" z="0" />
  <node nid="13" x="6" y="0" z="0" />
  <node nid="14" x="7" y="0" z="0" />
  <node nid="15" x="7" y="1" z="0" />
  <node nid="16" x="6" y="1" z="0" />
  <node nid="17" x="2.5" y="0" z="0" />
  <node nid="18" x="3" y="0.5" z="0" />
  <node nid="19" x="2.5" y="0.5" z="0" />
  <node nid="20" x="2" y="0.5" z="0" />
  <node nid="21" x="2.5" y="1" z="0" />
  <node nid="22" x="6.5" y="0" z="0" />
  <node nid="23" x="7" y="0.5" z="0" />
  <node nid="24" x="6.5" y="1" z="0" />
  <node nid="25" x="6" y="0.5" z="0" />
  <elset name="Default" color="-6710887" material="Material">
    <elem eid="1" shape="tri3" nodes="1 3 4" />
    <elem eid="2" shape="tri6" nodes="5 19 7 21 8 20" />
    <elem eid="3" shape="quad4" nodes="9 10 11 12" />
    <elem eid="4" shape="quad8" nodes="13 22 14 23 15 24 16 25" />
    <elem eid="5" shape="tri3" nodes="1 2 3" />
    <elem eid="6" shape="tri6" nodes="5 17 6 18 7 19" />
  </elset>
  <displacement selection="displacement_faces">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <surfacepressure selection="pressure_faces">
    <normal>-250 MPa</normal>
  </surfacepressure>
  <mat name="Material">
    <geometric type="Plate" thickness="0.2 m" />
    <mechanical type="Isotropic" youngsmodulus="200 GPa" />
    <plastic type="RambergOsgood" yieldstrength="200 MPa" rambergosgoodexponent="3.4" rambergossgoodalpha="5" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="1" />
    <node nid="5" />
    <node nid="9" />
    <node nid="13" />
  </nodeselection>
  <faceselection name="displacement_faces" direct="true">
    <face eid="3" faceid="1" />
    <face eid="4" faceid="1" />
    <face eid="5" faceid="1" />
    <face eid="6" faceid="1" />
  </faceselection>
  <faceselection name="pressure_faces" direct="true">
    <face eid="1" faceid="2" />
    <face eid="2" faceid="2" />
    <face eid="3" faceid="3" />
    <face eid="4" faceid="3" />
  </faceselection>
  <ccxstep><![CDATA[*EL FILE
E]]></ccxstep>
  <solution>
    <analysis type="S30" />
    <elset name="Default" color="-6710887" />
  </solution>
</liml>