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    <title>topic Re: Robot frame with truss calculation in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-frame-with-truss-calculation/m-p/8509892#M27491</link>
    <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;1. Try to set the posts and diagonals as truss bars keeping the chords as 'standard'bars (with bending moment transfer)&lt;/P&gt;
&lt;P&gt;2. IMHO they are more moment transfer connections than pinned ones.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;If I managed to answer your question(s) press the Accept as Solution button please. This will help other users to find solution(s) much faster. Thank you.&lt;/EM&gt;&lt;/P&gt;</description>
    <pubDate>Wed, 09 Jan 2019 11:44:40 GMT</pubDate>
    <dc:creator>Artur.Kosakowski</dc:creator>
    <dc:date>2019-01-09T11:44:40Z</dc:date>
    <item>
      <title>Robot frame with truss calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-frame-with-truss-calculation/m-p/8472256#M27490</link>
      <description>&lt;P&gt;Hello. I want to calculate a frame which is made of two collumns and truss (picture 1). To calcualte roof beams as a truss you need to go to Geometry/Additional Attributes/Advanced Bar properties and check whem as truss or is there anything else what needs to checked?&lt;/P&gt;
&lt;P&gt;Another question is about supports. I want to connect collum using angle and screws and to connect truss with column also using screws (picture 2). Does this count as pinned support, or should a set it up manually? If yes, could you give an advice what to do?&lt;/P&gt;</description>
      <pubDate>Mon, 17 Dec 2018 12:44:06 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-frame-with-truss-calculation/m-p/8472256#M27490</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-12-17T12:44:06Z</dc:date>
    </item>
    <item>
      <title>Re: Robot frame with truss calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-frame-with-truss-calculation/m-p/8509892#M27491</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;1. Try to set the posts and diagonals as truss bars keeping the chords as 'standard'bars (with bending moment transfer)&lt;/P&gt;
&lt;P&gt;2. IMHO they are more moment transfer connections than pinned ones.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;If I managed to answer your question(s) press the Accept as Solution button please. This will help other users to find solution(s) much faster. Thank you.&lt;/EM&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 09 Jan 2019 11:44:40 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-frame-with-truss-calculation/m-p/8509892#M27491</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2019-01-09T11:44:40Z</dc:date>
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