<?xml version="1.0" encoding="UTF-8"?>
<rss xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:taxo="http://purl.org/rss/1.0/modules/taxonomy/" version="2.0">
  <channel>
    <title>topic Re: Error in beam design in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185451#M44270</link>
    <description>&lt;P&gt;Can you send us the model please&lt;/P&gt;</description>
    <pubDate>Wed, 28 Jun 2017 12:43:30 GMT</pubDate>
    <dc:creator>mustafahesenow</dc:creator>
    <dc:date>2017-06-28T12:43:30Z</dc:date>
    <item>
      <title>Error in beam design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185430#M44269</link>
      <description>&lt;P&gt;I get this error while designing a beam,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;in the note it states that the resistance of the beam is 0.00 kNm, why is that?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;my beam is 500x250mm, i also tried 600x250mm with 25mm bars and still i get the same error&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Screen Shot 2017-06-28 at 15.00.51.png" style="width: 545px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/372324i97DA788DF9EB7E9E/image-size/large?v=v2&amp;amp;px=999" role="button" title="Screen Shot 2017-06-28 at 15.00.51.png" alt="Screen Shot 2017-06-28 at 15.00.51.png" /&gt;&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 28 Jun 2017 12:40:09 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185430#M44269</guid>
      <dc:creator>Μηχανικος</dc:creator>
      <dc:date>2017-06-28T12:40:09Z</dc:date>
    </item>
    <item>
      <title>Re: Error in beam design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185451#M44270</link>
      <description>&lt;P&gt;Can you send us the model please&lt;/P&gt;</description>
      <pubDate>Wed, 28 Jun 2017 12:43:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185451#M44270</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2017-06-28T12:43:30Z</dc:date>
    </item>
    <item>
      <title>Re: Error in beam design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185552#M44271</link>
      <description>&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;its beam 47&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 28 Jun 2017 13:00:51 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185552#M44271</guid>
      <dc:creator>Μηχανικος</dc:creator>
      <dc:date>2017-06-28T13:00:51Z</dc:date>
    </item>
    <item>
      <title>Re: Error in beam design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185817#M44272</link>
      <description>&lt;P&gt;anything?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 28 Jun 2017 13:48:22 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7185817#M44272</guid>
      <dc:creator>Μηχανικος</dc:creator>
      <dc:date>2017-06-28T13:48:22Z</dc:date>
    </item>
    <item>
      <title>Re: Error in beam design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7186097#M44273</link>
      <description>&lt;P&gt;1&lt;/P&gt;</description>
      <pubDate>Tue, 24 Oct 2023 14:38:26 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/7186097#M44273</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2023-10-24T14:38:26Z</dc:date>
    </item>
    <item>
      <title>Re: Error in beam design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/8116216#M44274</link>
      <description>I have the same problem...I have noticed that in my occasion capacity moment is zero then I switched on “consider plastic moments” in seismic ductility category. I am afraid that robot doesn’t consist this case for ec8...any news about it???</description>
      <pubDate>Sun, 08 Jul 2018 13:25:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/error-in-beam-design/m-p/8116216#M44274</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-07-08T13:25:50Z</dc:date>
    </item>
  </channel>
</rss>

