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    <title>topic Re: No convergence of nonlinear problem! Very Simple model in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426706#M70399</link>
    <description>&lt;P&gt;define as a standard bar element and ...&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/143647i2F4985C355769E65/image-size/large?v=mpbl-1&amp;amp;px=-1" border="0" title="tension only bars.jpg" alt="tension only bars.jpg" /&gt;&lt;/P&gt;</description>
    <pubDate>Thu, 27 Nov 2014 16:29:00 GMT</pubDate>
    <dc:creator>Rafacascudo</dc:creator>
    <dc:date>2014-11-27T16:29:00Z</dc:date>
    <item>
      <title>No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426537#M70394</link>
      <description>&lt;P&gt;Hey&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;My first and very simple 2D Frame in ROBOT.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I get the&amp;nbsp;&lt;EM&gt;No convergence of nonlinear problem&amp;nbsp;&lt;/EM&gt;error when analysis. It is part of my 2. semester project. All is calculated by hand, and i am just trying to see if i can get the same, or just about, results in ROBOT.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The model is attached.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards&lt;/P&gt;&lt;P&gt;Sune&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/143624iA29EAE7FD26A612C/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" title="2D Error.JPG" alt="2D Error.JPG" /&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 27 Nov 2014 13:40:15 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426537#M70394</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-11-27T13:40:15Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426622#M70395</link>
      <description>&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/143632i5BE693BD73B1129C/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="convergence1.PNG" title="convergence1.PNG" /&gt;&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, 27 Nov 2014 15:14:26 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426622#M70395</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2014-11-27T15:14:26Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426623#M70396</link>
      <description>&lt;P&gt;Do you really need to use a cable element for the diagonals , or just a "tension only" bar?&lt;/P&gt;</description>
      <pubDate>Thu, 27 Nov 2014 15:14:27 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426623#M70396</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2014-11-27T15:14:27Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426686#M70397</link>
      <description>&lt;P&gt;Thanks. I never would have figured that out. Fast and sweet support &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 27 Nov 2014 16:11:16 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426686#M70397</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-11-27T16:11:16Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426692#M70398</link>
      <description>Rafacascudo i guess that would do just as well. Can you point me in the direction as to where i select "tension only" for my diagonal bar?</description>
      <pubDate>Thu, 27 Nov 2014 16:12:37 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426692#M70398</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-11-27T16:12:37Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426706#M70399</link>
      <description>&lt;P&gt;define as a standard bar element and ...&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/143647i2F4985C355769E65/image-size/large?v=mpbl-1&amp;amp;px=-1" border="0" title="tension only bars.jpg" alt="tension only bars.jpg" /&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 27 Nov 2014 16:29:00 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426706#M70399</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2014-11-27T16:29:00Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426717#M70400</link>
      <description>Thx. Its a steep learning curve. Day 1 with robot &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt; Your help is much appreciated!</description>
      <pubDate>Thu, 27 Nov 2014 16:41:07 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426717#M70400</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-11-27T16:41:07Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426737#M70401</link>
      <description>&lt;P&gt;Although ,after 15 years (v13.5) of practice and still learning, it´s Not so steep! Maybe the easiest one to learn and operate by far!!&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;img id="smileyvery-happy" class="emoticon emoticon-smileyvery-happy" src="https://forums.autodesk.com/i/smilies/16x16_smiley-very-happy.png" alt="Smiley Very Happy" title="Smiley Very Happy" /&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 27 Nov 2014 16:56:15 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426737#M70401</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2014-11-27T16:56:15Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426774#M70402</link>
      <description>Then perhaps you can give me pointers as to how i make my results simple and slick. As for now, we need to compared out hand calculations / dimensioning with a ROBOT analysis.&lt;BR /&gt;i would like to get a detailed result for bar nr.4. I will post a result of my best shot so far</description>
      <pubDate>Thu, 27 Nov 2014 17:25:49 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426774#M70402</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-11-27T17:25:49Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426782#M70403</link>
      <description>&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/143672i42A97C3108B4CB5D/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" title="1.JPG" alt="1.JPG" /&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Or for a single bar this is what i can do&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/143674i539918A48827F008/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" title="2.JPG" alt="2.JPG" /&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 27 Nov 2014 17:30:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426782#M70403</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-11-27T17:30:54Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426827#M70404</link>
      <description>&lt;P&gt;select the bar you want the results&amp;nbsp; ,then click on menu results/Detailed analysis...&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;or you can have it also through tables . Right click anywhere / tables.../Forces&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;and if you need more information in your tables , right click anywhere on table area and click on table columns&lt;/P&gt;</description>
      <pubDate>Thu, 27 Nov 2014 18:59:22 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426827#M70404</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2014-11-27T18:59:22Z</dc:date>
    </item>
    <item>
      <title>Re: No convergence of nonlinear problem! Very Simple model</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426899#M70405</link>
      <description>I will give it a try after i get some sleep. Thanks Raf</description>
      <pubDate>Thu, 27 Nov 2014 21:11:06 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-convergence-of-nonlinear-problem-very-simple-model/m-p/5426899#M70405</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-11-27T21:11:06Z</dc:date>
    </item>
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