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    <title>topic Re: Connection of Steel beam to shear wall in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6575052#M51581</link>
    <description>&lt;P&gt;Attaching screen shots as well.&lt;/P&gt;</description>
    <pubDate>Wed, 21 Sep 2016 09:07:27 GMT</pubDate>
    <dc:creator>rameez.iqbal</dc:creator>
    <dc:date>2016-09-21T09:07:27Z</dc:date>
    <item>
      <title>Connection of Steel beam to shear wall</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6575050#M51580</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have modeled a steel building in Robot where steel beams are connected to shear walls. The shear forces from the shear walls are being transferred to the steel beams, which I do not expect to be.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The issue is arising from beams 44, 193 and 105. I am attaching the model for your review.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank You,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Rameez.&lt;/P&gt;</description>
      <pubDate>Wed, 21 Sep 2016 09:05:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6575050#M51580</guid>
      <dc:creator>rameez.iqbal</dc:creator>
      <dc:date>2016-09-21T09:05:32Z</dc:date>
    </item>
    <item>
      <title>Re: Connection of Steel beam to shear wall</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6575052#M51581</link>
      <description>&lt;P&gt;Attaching screen shots as well.&lt;/P&gt;</description>
      <pubDate>Wed, 21 Sep 2016 09:07:27 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6575052#M51581</guid>
      <dc:creator>rameez.iqbal</dc:creator>
      <dc:date>2016-09-21T09:07:27Z</dc:date>
    </item>
    <item>
      <title>Re: Connection of Steel beam to shear wall</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577345#M51582</link>
      <description>&lt;P&gt;Are you referring to such peak values caused by model inaccuracies?&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="1cmpeak.jpg" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/275211iA75F5DE4D05319D7/image-size/large?v=v2&amp;amp;px=999" role="button" title="1cmpeak.jpg" alt="1cmpeak.jpg" /&gt;&lt;/span&gt;﻿&lt;/P&gt;</description>
      <pubDate>Thu, 22 Sep 2016 07:49:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577345#M51582</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2016-09-22T07:49:03Z</dc:date>
    </item>
    <item>
      <title>Re: Connection of Steel beam to shear wall</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577367#M51583</link>
      <description>&lt;P&gt;Yes...I think that was the problem here... Thanks for your reply.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Another issue in the model is that there is Type 3 Instability warning...and it seem to change the node every time I re run the analysis... In some of the discussions in your forum I had seen that this type 3 warning can be ignored.. Can I ignore it in my model as I have thoroughly checked as to why this warning is occurring but could not come up with the answer.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks again for your response.&lt;/P&gt;</description>
      <pubDate>Thu, 22 Sep 2016 08:07:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577367#M51583</guid>
      <dc:creator>rameez.iqbal</dc:creator>
      <dc:date>2016-09-22T08:07:36Z</dc:date>
    </item>
    <item>
      <title>Re: Connection of Steel beam to shear wall</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577512#M51584</link>
      <description>In this case in this model it is mathematical instability - ignore it</description>
      <pubDate>Thu, 22 Sep 2016 09:41:56 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577512#M51584</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2016-09-22T09:41:56Z</dc:date>
    </item>
    <item>
      <title>Re: Connection of Steel beam to shear wall</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577526#M51585</link>
      <description>Thank You.</description>
      <pubDate>Thu, 22 Sep 2016 09:50:59 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-of-steel-beam-to-shear-wall/m-p/6577526#M51585</guid>
      <dc:creator>rameez.iqbal</dc:creator>
      <dc:date>2016-09-22T09:50:59Z</dc:date>
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