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    <title>topic Re: Simply supported distribution slab at ground floor supported on linear supports in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simply-supported-distribution-slab-at-ground-floor-supported-on/m-p/13434504#M157</link>
    <description>&lt;P&gt;If it is a cladding or a non meshed panel ,Robot will use the simplified method for distributing the loads and then , you have always discharge this load on structural objects like bars , or meshed walls or slabs. The best You can do is use fake beams on the slab edges&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Sun, 20 Apr 2025 11:11:18 GMT</pubDate>
    <dc:creator>Rafacascudo</dc:creator>
    <dc:date>2025-04-20T11:11:18Z</dc:date>
    <item>
      <title>Simply supported distribution slab at ground floor supported on linear supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simply-supported-distribution-slab-at-ground-floor-supported-on/m-p/13431195#M156</link>
      <description>&lt;P&gt;Hi, is there a way of modelling a simply supported slab as a load distribution element only at ground floor level supported on a linear line support? I.e. not an FE meshed out slab just a load distribution element so as i can obtain the linear line loads from the slab at the ground supports? Its seems to work when you use a load takedown one-way slab (without stiffening) onto a beam however not onto a linear support? Has anyone worked out a way to do this. As i am just looking to obtain the lines loads on the foundation plinth from suspended ground slabs. Any comments or advice would be appreciated.&amp;nbsp;&lt;/P&gt;&lt;P&gt;S.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 17 Apr 2025 14:53:40 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simply-supported-distribution-slab-at-ground-floor-supported-on/m-p/13431195#M156</guid>
      <dc:creator>skellyRSA2023</dc:creator>
      <dc:date>2025-04-17T14:53:40Z</dc:date>
    </item>
    <item>
      <title>Re: Simply supported distribution slab at ground floor supported on linear supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simply-supported-distribution-slab-at-ground-floor-supported-on/m-p/13434504#M157</link>
      <description>&lt;P&gt;If it is a cladding or a non meshed panel ,Robot will use the simplified method for distributing the loads and then , you have always discharge this load on structural objects like bars , or meshed walls or slabs. The best You can do is use fake beams on the slab edges&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 20 Apr 2025 11:11:18 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simply-supported-distribution-slab-at-ground-floor-supported-on/m-p/13434504#M157</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2025-04-20T11:11:18Z</dc:date>
    </item>
    <item>
      <title>Re: Simply supported distribution slab at ground floor supported on linear supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simply-supported-distribution-slab-at-ground-floor-supported-on/m-p/13434507#M158</link>
      <description>&lt;P&gt;Thanks Rafael. Yes I have generally come to this conclusion, or just mesh the slab out as a one way distributed slab etc. thanks for your help.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 20 Apr 2025 11:15:13 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/simply-supported-distribution-slab-at-ground-floor-supported-on/m-p/13434507#M158</guid>
      <dc:creator>skellyRSA2023</dc:creator>
      <dc:date>2025-04-20T11:15:13Z</dc:date>
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