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    <title>topic Re: Foundation slab thicker in some areas in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6435448#M52914</link>
    <description>&lt;P&gt;I mean this:&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;IFRAME width="696" height="655" src="https://screencast.autodesk.com/Embed/Timeline/a36a9705-ebfc-413f-a4c3-25a485a4aa25" frameborder="0" allowfullscreen="" webkitallowfullscreen=""&gt;&lt;/IFRAME&gt;</description>
    <pubDate>Thu, 14 Jul 2016 07:51:56 GMT</pubDate>
    <dc:creator>Rafal.Gaweda</dc:creator>
    <dc:date>2016-07-14T07:51:56Z</dc:date>
    <item>
      <title>Foundation slab thicker in some areas</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6431092#M52911</link>
      <description>&lt;P&gt;Hi all,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I am tryin to modelize a foundation slab than is "reinforced" just under the columns, is thicker. Is like a slab resting above regular square foundations. See the screenshot:&lt;/P&gt;&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/254391i5D7E2B85D39ECF73/image-size/original?v=v2&amp;amp;px=-1" alt="Captura.PNG" title="Captura.PNG" border="0" /&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;What is the best way to modelize? I have read many threads about slab thickening and slab above slabs, but I think that this problem has a different hue.&lt;/P&gt;&lt;P&gt;I am thinking in modeling with many square foundation slabs and putting one foundation slab over them, connecting all with rigids links. But I don not know if it is necessary.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Could you guide me, please?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks in advance&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Tue, 12 Jul 2016 12:02:02 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6431092#M52911</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-07-12T12:02:02Z</dc:date>
    </item>
    <item>
      <title>Re: Foundation slab thicker in some areas</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6431143#M52912</link>
      <description>Up to you.&lt;BR /&gt;But I think creating thicker panel "in" thinner one is enough, especially if you want to calculate reinforcement in it.</description>
      <pubDate>Tue, 12 Jul 2016 12:24:17 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6431143#M52912</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2016-07-12T12:24:17Z</dc:date>
    </item>
    <item>
      <title>Re: Foundation slab thicker in some areas</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6431650#M52913</link>
      <description>When you say ”in”, do you mean overlaping? For example, if thickness are 0.5 and 1m, create a thin panel with thickness from z=0 to z=-0.5 and small square panels from z=0 to z=-1 (instead of from z=-0.5 to z=-1)&lt;BR /&gt;Thank you very much!!</description>
      <pubDate>Tue, 12 Jul 2016 15:32:01 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6431650#M52913</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-07-12T15:32:01Z</dc:date>
    </item>
    <item>
      <title>Re: Foundation slab thicker in some areas</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6435448#M52914</link>
      <description>&lt;P&gt;I mean this:&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;IFRAME width="696" height="655" src="https://screencast.autodesk.com/Embed/Timeline/a36a9705-ebfc-413f-a4c3-25a485a4aa25" frameborder="0" allowfullscreen="" webkitallowfullscreen=""&gt;&lt;/IFRAME&gt;</description>
      <pubDate>Thu, 14 Jul 2016 07:51:56 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6435448#M52914</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2016-07-14T07:51:56Z</dc:date>
    </item>
    <item>
      <title>Re: Foundation slab thicker in some areas</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6448921#M52915</link>
      <description>&lt;P&gt;Thank you so much. I am comparing results between different models. I calculate the reinforcement "by hand" with the results' maps.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Only clarify an issue with thicknesses. I think that the thicker shell has to be moved down to make match the top of the two panels.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/256422i1C3EB669E97092AC/image-size/original?v=v2&amp;amp;px=-1" alt="Captura0.PNG" title="Captura0.PNG" border="0" height="182" width="210" /&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; &lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/256423i091DAE152EDB8A58/image-size/original?v=v2&amp;amp;px=-1" alt="Captura1.PNG" title="Captura1.PNG" border="0" height="188" width="284" /&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank you again!&lt;/P&gt;</description>
      <pubDate>Wed, 20 Jul 2016 08:43:44 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6448921#M52915</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-07-20T08:43:44Z</dc:date>
    </item>
    <item>
      <title>Re: Foundation slab thicker in some areas</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6448950#M52916</link>
      <description>As you like.&lt;BR /&gt;&lt;BR /&gt;In such case: &lt;BR /&gt;take meshed model indicated on left screen shot&lt;BR /&gt;copy thicker panel down&lt;BR /&gt;make Opening from "upper thicker" panel&lt;BR /&gt;connect all pairs of edge nodes by rigid links</description>
      <pubDate>Wed, 20 Jul 2016 08:52:06 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6448950#M52916</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2016-07-20T08:52:06Z</dc:date>
    </item>
    <item>
      <title>Re: Foundation slab thicker in some areas</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6449344#M52917</link>
      <description>&lt;P&gt;I wasn't sure that results were the same, but I have tried and they are &lt;img id="smileyembarrassed" class="emoticon emoticon-smileyembarrassed" src="https://forums.autodesk.com/i/smilies/16x16_smiley-embarrassed.png" alt="Smiley Embarassed" title="Smiley Embarassed" /&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Using rigid links is more tedious, so I will make it your way.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks&lt;/P&gt;</description>
      <pubDate>Wed, 20 Jul 2016 10:43:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/foundation-slab-thicker-in-some-areas/m-p/6449344#M52917</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-07-20T10:43:54Z</dc:date>
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