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    <title>topic Re: Concrete flat slab deflection results in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/concrete-flat-slab-deflection-results/m-p/5888202#M59968</link>
    <description>&lt;P&gt;In my opinion, the results (displacements) are ok. You have a slab with 500mm thickness with relative short lenght span. In consequence, the displacements are shorts.&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>Mon, 02 Nov 2015 10:56:22 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2015-11-02T10:56:22Z</dc:date>
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