﻿<liml version="16">
  <analysis type="S30" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="1" y="1" z="1" />
  <elset name="Default" color="-6710887" expanded="true" material="Material">
    <elem eid="1" shape="line2" nodes="1 2" />
  </elset>
  <displacement selection="displacement_nodes" name="SUPPRESS_FOR_CUSTOM">
    <value>1 mm</value>
    <x>1</x>
    <y>1</y>
    <z>1</z>
  </displacement>
  <ccxstep name="OPTION_2" suppressed="true"><![CDATA[**When there is a previos TRANSFORM CARD , displacement vector must be expressed in the new **Cylindrical coordinates. For this particular case, XYZ (1,1,1) becomes (0,0,1) 

*BOUNDARY

2,1,,0
2,2,,0
2,3,,0.001

*NODE FILE,GLOBAL=YES
U
*EL FILE
S
]]></ccxstep>
  <displacement selection="displacement_nodes(2)" group="(0_0_0)_FIXED_NOT_TOUCH">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)" group="(0_0_0)_FIXED_NOT_TOUCH">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(4)" group="(0_0_0)_FIXED_NOT_TOUCH">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <group name="(0_0_0)_FIXED_NOT_TOUCH" />
  <ccxmodifykeyword action="setparameter" keyword="NODE FILE" setparameter="OUTPUT" value="2D" omitparameter="" />
  <ccxmodeldefinition suppressed="true"><![CDATA[*BEAM SECTION,ELSET=Default,MATERIAL=Material,SECTION=RECT
0.1,0.1
-0.707106781187,0.707106781186,0

*NSET,NSET=T1
2
*ELSET,ELSET=Default
1

**TRANSFORM CARD Crashes when the newLocal axis is aligned with the element.
***TRANSFORM TYPE=C (cilindrical is the natural way of dealing with local axis on beams)

*TRANSFORM,NSET=T1,TYPE=C
0.,0.,0.,1.,1.,1.]]></ccxmodeldefinition>
  <ccxmodifykeyword action="omit" keyword="BEAM SECTION" setparameter="" value="" omitparameter="" suppressed="true" />
  <mat name="Material">
    <geometric type="RectBar" recta="100 mm" rectb="100 mm" />
    <mechanical type="Isotropic" youngsmodulus="210 GPa" poissonratio="0.23" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="2" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(3)" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="displacement_nodes(4)" direct="true">
    <node nid="1" />
  </nodeselection>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="rotation" displayunit="°" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="strain" displayunit="" expanded="true" />
  <solution>
    <analysis type="S30" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>