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    <title>topic No material error in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13010284#M2039</link>
    <description>&lt;P&gt;Hi all&lt;/P&gt;&lt;P&gt;Please find the attached file:&lt;/P&gt;&lt;P&gt;How one can solve the no material error?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Mon, 09 Sep 2024 21:28:08 GMT</pubDate>
    <dc:creator>HoshangMustafa</dc:creator>
    <dc:date>2024-09-09T21:28:08Z</dc:date>
    <item>
      <title>No material error</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13010284#M2039</link>
      <description>&lt;P&gt;Hi all&lt;/P&gt;&lt;P&gt;Please find the attached file:&lt;/P&gt;&lt;P&gt;How one can solve the no material error?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 09 Sep 2024 21:28:08 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13010284#M2039</guid>
      <dc:creator>HoshangMustafa</dc:creator>
      <dc:date>2024-09-09T21:28:08Z</dc:date>
    </item>
    <item>
      <title>Re: No material error</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13010425#M2040</link>
      <description>&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Rafacascudo_0-1725923798042.png" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1407290i064427039B00A3E0/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Rafacascudo_0-1725923798042.png" alt="Rafacascudo_0-1725923798042.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;Try re-assigning the material to the thickness . It normally corrects the problem. assigning any thickness solved the problem here&lt;/P&gt;</description>
      <pubDate>Mon, 09 Sep 2024 23:21:33 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13010425#M2040</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2024-09-09T23:21:33Z</dc:date>
    </item>
    <item>
      <title>Re: No material error</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13011785#M2041</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/806320"&gt;@Rafacascudo&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Your help is highly appreciated.&lt;/P&gt;&lt;P&gt;How would you model a depression in a flat plate?&amp;nbsp; GF-11 in the attached file. This is a plant area.&lt;/P&gt;</description>
      <pubDate>Tue, 10 Sep 2024 14:42:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13011785#M2041</guid>
      <dc:creator>HoshangMustafa</dc:creator>
      <dc:date>2024-09-10T14:42:24Z</dc:date>
    </item>
    <item>
      <title>Re: No material error</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13012244#M2042</link>
      <description>&lt;P&gt;If you mean that GF11 is a small slab in a lower level connected to the main slab above by 4 walls/beams , probably I would model the walls as&amp;nbsp; shell panels&lt;/P&gt;</description>
      <pubDate>Tue, 10 Sep 2024 18:16:37 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13012244#M2042</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2024-09-10T18:16:37Z</dc:date>
    </item>
    <item>
      <title>Re: No material error</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13019736#M2043</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/806320"&gt;@Rafacascudo&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;you wrote:&lt;/P&gt;&lt;P&gt;&lt;EM&gt;If you mean that GF11 is a small slab in a lower level connected to the main slab above by 4 walls/beams , probably I would model the walls as&amp;nbsp; shell panels&lt;/EM&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;These&amp;nbsp;4 walls/beams modeled as shell panels would be in tension, since it would act as hangers connecting the small slab to the main slab above, isn't it? If so, should it be reinforced concrete or steel?&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 13 Sep 2024 17:27:46 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13019736#M2043</guid>
      <dc:creator>HoshangMustafa</dc:creator>
      <dc:date>2024-09-13T17:27:46Z</dc:date>
    </item>
    <item>
      <title>Re: No material error</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13019916#M2044</link>
      <description>&lt;P&gt;nerver saw done with steel beam. Normal solution would be concrete&lt;/P&gt;</description>
      <pubDate>Fri, 13 Sep 2024 19:19:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/no-material-error/m-p/13019916#M2044</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2024-09-13T19:19:24Z</dc:date>
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