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    <title>topic Truss Calculation in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10128391#M15927</link>
    <description>&lt;P&gt;I tried to calculate a truss by defining the members as "truss" in advanced properties but when I try to calculate, it gives me instability errors.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Can someone help and say what's wrong with the model?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank you.&lt;/P&gt;</description>
    <pubDate>Thu, 04 Mar 2021 00:52:15 GMT</pubDate>
    <dc:creator>john.bb</dc:creator>
    <dc:date>2021-03-04T00:52:15Z</dc:date>
    <item>
      <title>Truss Calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10128391#M15927</link>
      <description>&lt;P&gt;I tried to calculate a truss by defining the members as "truss" in advanced properties but when I try to calculate, it gives me instability errors.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Can someone help and say what's wrong with the model?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank you.&lt;/P&gt;</description>
      <pubDate>Thu, 04 Mar 2021 00:52:15 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10128391#M15927</guid>
      <dc:creator>john.bb</dc:creator>
      <dc:date>2021-03-04T00:52:15Z</dc:date>
    </item>
    <item>
      <title>Re: Truss Calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10129345#M15928</link>
      <description>&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/7777314"&gt;@john.bb&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Set upper and lower chords as simple bar and diag as only axial forces&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Chord.png" style="width: 822px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/888558iA3FBD4B579E07B4F/image-size/large?v=v2&amp;amp;px=999" role="button" title="Chord.png" alt="Chord.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Diags.png" style="width: 674px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/888559i32F55A2DAA11E181/image-size/large?v=v2&amp;amp;px=999" role="button" title="Diags.png" alt="Diags.png" /&gt;&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 04 Mar 2021 10:31:01 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10129345#M15928</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-03-04T10:31:01Z</dc:date>
    </item>
    <item>
      <title>Re: Truss Calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10129705#M15929</link>
      <description>&lt;P&gt;Thanks for the answer, it solved the problem.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Any suggestion to avoid the huge shear strength I get on the upper chords at each end?&lt;/P&gt;</description>
      <pubDate>Thu, 04 Mar 2021 12:44:11 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10129705#M15929</guid>
      <dc:creator>john.bb</dc:creator>
      <dc:date>2021-03-04T12:44:11Z</dc:date>
    </item>
    <item>
      <title>Re: Truss Calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10130969#M15930</link>
      <description>&lt;P&gt;This topic is outside the subject of this forum.&lt;BR /&gt;Before designing the structure, the calculation parameters must be configured for each type of bar. Here you have the lower and upper chords, purlins, bracings.&lt;BR /&gt;You must add horizontal bracing to hold the top chords and vertical bracing between trusses.&lt;BR /&gt;I also released the purlins.&lt;BR /&gt;I changed the orientation (gamma angle) of the chords so the weak inertia is in the plan of the truss.&lt;/P&gt;
&lt;P&gt;The upper chord and lower chord types have been configured according to the modified structure.&lt;BR /&gt;However, it will be necessary to increase the profile of the chords.&lt;/P&gt;
&lt;P&gt;&lt;SPAN class="VIiyi"&gt;&lt;SPAN class="JLqJ4b ChMk0b" data-language-for-alternatives="en" data-language-to-translate-into="fr" data-phrase-index="0"&gt;&lt;SPAN&gt;File attached to serve as a working basis&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 04 Mar 2021 18:26:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/truss-calculation/m-p/10130969#M15930</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-03-04T18:26:03Z</dc:date>
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