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    <title>topic Diaphragm in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm/m-p/8002373#M32444</link>
    <description>&lt;P&gt;Hi,&lt;/P&gt;&lt;P&gt;I have exported a model from Revit and I modelled a braced / portalised structure.&lt;/P&gt;&lt;P&gt;I have modelled the floor plates as flexible diaphragms and I don't want to have moment in the braced bay beams so I put releases or truss members for bracing (I tried both)&lt;/P&gt;&lt;P&gt;With the releases some nodes are not connected to the diaphragm. Without the beams take moment. &lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="nodes.jpg" style="width: 451px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/500621i1615957F38EB08C0/image-size/large?v=v2&amp;amp;px=999" role="button" title="nodes.jpg" alt="nodes.jpg" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;I also tried to model the slabs as curtain walls and add rigid links.&lt;/P&gt;&lt;P&gt;Thanks for your help.&lt;/P&gt;&lt;P&gt;Franco&lt;/P&gt;</description>
    <pubDate>Tue, 15 May 2018 09:03:09 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2018-05-15T09:03:09Z</dc:date>
    <item>
      <title>Diaphragm</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm/m-p/8002373#M32444</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;&lt;P&gt;I have exported a model from Revit and I modelled a braced / portalised structure.&lt;/P&gt;&lt;P&gt;I have modelled the floor plates as flexible diaphragms and I don't want to have moment in the braced bay beams so I put releases or truss members for bracing (I tried both)&lt;/P&gt;&lt;P&gt;With the releases some nodes are not connected to the diaphragm. Without the beams take moment. &lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="nodes.jpg" style="width: 451px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/500621i1615957F38EB08C0/image-size/large?v=v2&amp;amp;px=999" role="button" title="nodes.jpg" alt="nodes.jpg" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;I also tried to model the slabs as curtain walls and add rigid links.&lt;/P&gt;&lt;P&gt;Thanks for your help.&lt;/P&gt;&lt;P&gt;Franco&lt;/P&gt;</description>
      <pubDate>Tue, 15 May 2018 09:03:09 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm/m-p/8002373#M32444</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-05-15T09:03:09Z</dc:date>
    </item>
    <item>
      <title>Re: Diaphragm</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm/m-p/8002847#M32445</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Correct model geometry first:&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="strcor.jpg" style="width: 813px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/500722i18D4775712813BF9/image-size/large?v=v2&amp;amp;px=999" role="button" title="strcor.jpg" alt="strcor.jpg" /&gt;&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 15 May 2018 12:24:45 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm/m-p/8002847#M32445</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2018-05-15T12:24:45Z</dc:date>
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