﻿<liml version="5">
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  <fixed selection="fixed_support_nodes" />
  <force selection="force_nodes">
    <x>0 N</x>
    <y>0 N</y>
    <z>-4240 N</z>
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  <mat name="Travessas">
    <geometric type="UniformGeneralSection" iyy="179107 mm⁴" izz="923922 mm⁴" torsionconstant="3882 mm⁴" area="728 mm²" />
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.303" density="7850 kg/m³" />
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    <fixed selection="fixed_support_nodes" />
    <force selection="force_nodes">
      <x>0 N</x>
      <y>0 N</y>
      <z>-4240 N</z>
    </force>
    <mat name="Travessas">
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      <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.303" density="7850 kg/m³" />
    </mat>
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      <node nid="5" />
      <node nid="3" />
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    </nodeselection>
    <results>
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  </solution>
</liml>