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    <title>topic Creating a diaphragm roof in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5925828#M59117</link>
    <description>&lt;P&gt;Good Morning,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Please can someone advise on the best way to create a diaphragm on an inclided roof. Obviously this is a standard construction and stability solution - so I find it hard to beleive ROBOT will not let you model this correctly.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Your help would be appreciataed.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;James&lt;/P&gt;</description>
    <pubDate>Thu, 26 Nov 2015 09:42:02 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2015-11-26T09:42:02Z</dc:date>
    <item>
      <title>Creating a diaphragm roof</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5925828#M59117</link>
      <description>&lt;P&gt;Good Morning,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Please can someone advise on the best way to create a diaphragm on an inclided roof. Obviously this is a standard construction and stability solution - so I find it hard to beleive ROBOT will not let you model this correctly.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Your help would be appreciataed.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;James&lt;/P&gt;</description>
      <pubDate>Thu, 26 Nov 2015 09:42:02 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5925828#M59117</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-11-26T09:42:02Z</dc:date>
    </item>
    <item>
      <title>Re: Creating a diaphragm roof</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5925830#M59118</link>
      <description>Note: Diaphragms can be generated only on horizontal panels in the XY plane.&lt;BR /&gt;&lt;A href="http://help.autodesk.com/view/RSAPRO/2016/ENU/?guid=GUID-F57A58F9-81AA-4410-84EA-6BFFD83D115C" target="_blank"&gt;http://help.autodesk.com/view/RSAPRO/2016/ENU/?guid=GUID-F57A58F9-81AA-4410-84EA-6BFFD83D115C&lt;/A&gt;&lt;BR /&gt;&lt;BR /&gt;so use ordinary panels or create rigid link(s) manually.</description>
      <pubDate>Thu, 26 Nov 2015 09:45:16 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5925830#M59118</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-11-26T09:45:16Z</dc:date>
    </item>
    <item>
      <title>Re: Creating a diaphragm roof</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5926956#M59119</link>
      <description>&lt;P&gt;Thanks.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;However, I am trying to create a diaphragm on a pitched roof. The rigid link will only work if the nodes are not part of another rigid link. How can I create a diaphram in this type of roof?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG title="Untitled.jpg" alt="Untitled.jpg" src="https://forums.autodesk.com/t5/image/serverpage/image-id/203241i212AED131A60F086/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" /&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;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 27 Nov 2015 10:53:29 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5926956#M59119</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-11-27T10:53:29Z</dc:date>
    </item>
    <item>
      <title>Re: Creating a diaphragm roof</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5926974#M59120</link>
      <description>As Rafal said, use a regular shell panel with a very high E value new created material</description>
      <pubDate>Fri, 27 Nov 2015 11:25:46 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/creating-a-diaphragm-roof/m-p/5926974#M59120</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2015-11-27T11:25:46Z</dc:date>
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