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    <title>topic Flat Slab Punching Shear Check in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/flat-slab-punching-shear-check/m-p/11480633#M8824</link>
    <description>&lt;P&gt;When checking punching shear, I notice that Robot doesn't calculate shear links reinforcement because "if stresses are greater than admissible stresses, then the slab section is too small."&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;But in the calculation note the acting stress is v = 1.13 MPa, and the strength is vrdc = 0.74 MPa. This is within the Eurocode limit of ved &amp;lt; 2*vrdc so I think we could provide shear links.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Am I missing something here? Why Robot doesn't compute a shear link solution? What is the vEds? Screenshot of calculation note below.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks.&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="migueltavaresRRKMG_0-1665678970425.png" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1126996i51CAB565FF38072A/image-size/medium?v=v2&amp;amp;px=400" role="button" title="migueltavaresRRKMG_0-1665678970425.png" alt="migueltavaresRRKMG_0-1665678970425.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Thu, 13 Oct 2022 16:38:09 GMT</pubDate>
    <dc:creator>miguel_d_m_tavares</dc:creator>
    <dc:date>2022-10-13T16:38:09Z</dc:date>
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      <title>Flat Slab Punching Shear Check</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/flat-slab-punching-shear-check/m-p/11480633#M8824</link>
      <description>&lt;P&gt;When checking punching shear, I notice that Robot doesn't calculate shear links reinforcement because "if stresses are greater than admissible stresses, then the slab section is too small."&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;But in the calculation note the acting stress is v = 1.13 MPa, and the strength is vrdc = 0.74 MPa. This is within the Eurocode limit of ved &amp;lt; 2*vrdc so I think we could provide shear links.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Am I missing something here? Why Robot doesn't compute a shear link solution? What is the vEds? Screenshot of calculation note below.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks.&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="migueltavaresRRKMG_0-1665678970425.png" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1126996i51CAB565FF38072A/image-size/medium?v=v2&amp;amp;px=400" role="button" title="migueltavaresRRKMG_0-1665678970425.png" alt="migueltavaresRRKMG_0-1665678970425.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 13 Oct 2022 16:38:09 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/flat-slab-punching-shear-check/m-p/11480633#M8824</guid>
      <dc:creator>miguel_d_m_tavares</dc:creator>
      <dc:date>2022-10-13T16:38:09Z</dc:date>
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