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    <title>topic Re: Steel Frame - Non-linear analysis - No convergence Isssue in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-frame-non-linear-analysis-no-convergence-isssue/m-p/6564122#M51815</link>
    <description>&lt;P&gt;You may try to mark the indicated option for the combinations which diverge and check what actually happens to the model looking at the results after each load increment.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.&lt;/EM&gt;&lt;/P&gt;</description>
    <pubDate>Thu, 15 Sep 2016 13:28:49 GMT</pubDate>
    <dc:creator>Artur.Kosakowski</dc:creator>
    <dc:date>2016-09-15T13:28:49Z</dc:date>
    <item>
      <title>Steel Frame - Non-linear analysis - No convergence Isssue</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-frame-non-linear-analysis-no-convergence-isssue/m-p/6558606#M51814</link>
      <description>&lt;P&gt;Good morning Support,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I am having a problem running elasto-plastic analysis on my model. It flags the issue in few load cases with 'No convergence'&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I went through the articles on the forum but they can't seem to work.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Could you please review the attached model and see if you might help.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Kind Regards&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Jan&lt;/P&gt;</description>
      <pubDate>Tue, 13 Sep 2016 08:49:23 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-frame-non-linear-analysis-no-convergence-isssue/m-p/6558606#M51814</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-09-13T08:49:23Z</dc:date>
    </item>
    <item>
      <title>Re: Steel Frame - Non-linear analysis - No convergence Isssue</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-frame-non-linear-analysis-no-convergence-isssue/m-p/6564122#M51815</link>
      <description>&lt;P&gt;You may try to mark the indicated option for the combinations which diverge and check what actually happens to the model looking at the results after each load increment.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.&lt;/EM&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 15 Sep 2016 13:28:49 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-frame-non-linear-analysis-no-convergence-isssue/m-p/6564122#M51815</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2016-09-15T13:28:49Z</dc:date>
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