﻿<liml version="7">
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  <node nid="2" x="1" y="0" z="0" />
  <node nid="3" x="0.5" y="0" z="0" />
  <node nid="4" x="0.75" y="0" z="0" />
  <node nid="5" x="0.25" y="0" z="0" />
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    <elem eid="2" shape="line2" nodes="5 3" />
    <elem eid="3" shape="line2" nodes="3 4" />
    <elem eid="4" shape="line2" nodes="4 2" />
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  <displacement selection="displacement_nodes">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
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  <displacement selection="displacement_nodes(2)">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(3)">
    <value>0 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
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    <x>1</x>
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    <z>0</z>
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  <noderotation selection="node_rotation_nodes(2)">
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    <x>0</x>
    <y>1</y>
    <z>0</z>
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  <force selection="force_nodes">
    <x>0 N</x>
    <y>-10 N</y>
    <z>0 N</z>
  </force>
  <mat name="Material">
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    <mechanical type="Isotropic" youngsmodulus="200000000000 Pa" />
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
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  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
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    <node nid="2" />
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  <nodeselection name="displacement_nodes(3)" direct="true">
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  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="3" />
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  <fieldvariable name="displacement" displayunit="m" />
  <fieldvariable name="rotation" displayunit="°" />
  <fieldvariable name="tensile force" displayunit="N" />
  <fieldvariable name="shear force" displayunit="N" />
  <fieldvariable name="torsion moment" displayunit="N.m" />
  <fieldvariable name="bending moment" displayunit="N.m" />
  <fieldvariable name="longitudinal stress" displayunit="Pa" />
  <fieldvariable name="twist angle" displayunit="°" />
  <fieldvariable name="reaction force" displayunit="N" />
  <fieldvariable name="reaction moment" displayunit="N.m" />
  <solution>
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    <node nid="2" x="1" y="0" z="0" />
    <node nid="3" x="0.5" y="0" z="0" />
    <node nid="4" x="0.75" y="0" z="0" />
    <node nid="5" x="0.25" y="0" z="0" />
    <elset name="Default" color="-6710887" material="Material">
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      <elem eid="2" shape="line2" nodes="5 3" />
      <elem eid="3" shape="line2" nodes="3 4" />
      <elem eid="4" shape="line2" nodes="4 2" />
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    <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>
    <displacement selection="displacement_nodes(3)">
      <value>0 m</value>
      <x>0</x>
      <y>0</y>
      <z>1</z>
    </displacement>
    <noderotation selection="node_rotation_nodes">
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      <x>1</x>
      <y>0</y>
      <z>0</z>
    </noderotation>
    <noderotation selection="node_rotation_nodes(2)">
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      <x>0</x>
      <y>1</y>
      <z>0</z>
    </noderotation>
    <force selection="force_nodes">
      <x>0 N</x>
      <y>-10 N</y>
      <z>0 N</z>
    </force>
    <mat name="Material">
      <geometric type="RectBar" recta="0.1 m" rectb="0.1 m" />
      <mechanical type="Isotropic" youngsmodulus="200000000000 Pa" />
    </mat>
    <nodeselection name="displacement_nodes" direct="true">
      <node nid="1" />
    </nodeselection>
    <nodeselection name="displacement_nodes(2)" direct="true">
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      <node nid="2" />
    </nodeselection>
    <nodeselection name="displacement_nodes(3)" direct="true">
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    </nodeselection>
    <nodeselection name="node_rotation_nodes" direct="true">
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    <nodeselection name="node_rotation_nodes(2)" direct="true">
      <node nid="1" />
    </nodeselection>
    <nodeselection name="force_nodes" direct="true">
      <node nid="3" />
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    <results>
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      <nodevariable name="stresspt1">
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      <elementnodevariable name="bendingmomy">
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    </results>
  </solution>
</liml>