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    <title>topic Re: simple beam with torsion in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554634#M19207</link>
    <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/902396"&gt;@saclovitzky&lt;/a&gt;&amp;nbsp; . Not sure of what you meant ,but if it is a simple beam on a 3d model , then you have to block the moment/rotation in the bar axial direction at least on one of the bar end nodes.&lt;/P&gt;</description>
    <pubDate>Tue, 02 Jun 2020 12:02:10 GMT</pubDate>
    <dc:creator>Rafacascudo</dc:creator>
    <dc:date>2020-06-02T12:02:10Z</dc:date>
    <item>
      <title>simple beam with torsion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554604#M19206</link>
      <description>&lt;P&gt;Hello,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In modelling a simple beam.&lt;/P&gt;&lt;P&gt;What's' the support condition when modelling a simple beam with torsion?&lt;/P&gt;</description>
      <pubDate>Tue, 02 Jun 2020 11:46:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554604#M19206</guid>
      <dc:creator>saclovitzky</dc:creator>
      <dc:date>2020-06-02T11:46:10Z</dc:date>
    </item>
    <item>
      <title>Re: simple beam with torsion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554634#M19207</link>
      <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/902396"&gt;@saclovitzky&lt;/a&gt;&amp;nbsp; . Not sure of what you meant ,but if it is a simple beam on a 3d model , then you have to block the moment/rotation in the bar axial direction at least on one of the bar end nodes.&lt;/P&gt;</description>
      <pubDate>Tue, 02 Jun 2020 12:02:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554634#M19207</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2020-06-02T12:02:10Z</dc:date>
    </item>
    <item>
      <title>Re: simple beam with torsion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554775#M19208</link>
      <description>&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/806320"&gt;@Rafacascudo&lt;/a&gt;&amp;nbsp;,pls. see attached file. Can you update the support.And also, in running the design, does it recognize(included) the torsional mo9ment in the reinforcement design?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;thanks for the help.&lt;/P&gt;</description>
      <pubDate>Tue, 02 Jun 2020 13:05:59 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554775#M19208</guid>
      <dc:creator>saclovitzky</dc:creator>
      <dc:date>2020-06-02T13:05:59Z</dc:date>
    </item>
    <item>
      <title>Re: simple beam with torsion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554797#M19209</link>
      <description>&lt;P&gt;As I said in my 1st post , it needs at least a Rx restraint on one of the supports or structure will be considered unstable by RSA.&lt;/P&gt;
&lt;P&gt;For the RC design , I cannot help you as I don´t use the RC design module as RSA does not have the brazilian codes implemented.&lt;/P&gt;
&lt;P&gt;But most probably , torsion is taken in account.&lt;/P&gt;</description>
      <pubDate>Tue, 02 Jun 2020 13:14:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simple-beam-with-torsion/m-p/9554797#M19209</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2020-06-02T13:14:32Z</dc:date>
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