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    <title>topic Re: Soil Reactions are 50% of applied load in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323881#M14674</link>
    <description>&lt;P&gt;That's sorted it&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/7331480"&gt;@Krzysztof_Wasik&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks for your help and assistance.&lt;/P&gt;</description>
    <pubDate>Wed, 19 May 2021 15:30:36 GMT</pubDate>
    <dc:creator>keith483GL</dc:creator>
    <dc:date>2021-05-19T15:30:36Z</dc:date>
    <item>
      <title>Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323100#M14667</link>
      <description>&lt;P&gt;I am attempting to model an uncommon situation with a ground bearing slab. To get to grips with how ROBOT models soil support I have a set up a simple model to test it is working as I wish.&lt;/P&gt;&lt;P&gt;I have encountered a problem in that my applied UDL panel load of 30kN/m^2 is resulting in a soil reaction of 15kN/m^2.&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="keith483GL_3-1621418654256.png" style="width: 487px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/920331i961D1DB04C8A672D/image-dimensions/487x262?v=v2" width="487" height="262" role="button" title="keith483GL_3-1621418654256.png" alt="keith483GL_3-1621418654256.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have checked the reactions table. It is telling me that the values add up to 180kN, whereas they should add up to 360kN. The slab area is 2m x 6m, so (2 * 6 * 30) = 360kN.&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="keith483GL_2-1621418584815.png" style="width: 559px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/920330iACBC8BB63A11378E/image-dimensions/559x144?v=v2" width="559" height="144" role="button" title="keith483GL_2-1621418584815.png" alt="keith483GL_2-1621418584815.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Does anyone know why this is and how to resolve it?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks,&lt;/P&gt;&lt;P&gt;Keith&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 19 May 2021 10:05:35 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323100#M14667</guid>
      <dc:creator>keith483GL</dc:creator>
      <dc:date>2021-05-19T10:05:35Z</dc:date>
    </item>
    <item>
      <title>Re: Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323227#M14668</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10877230"&gt;@keith483GL&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Could you&amp;nbsp; share your model for verification?&lt;/P&gt;</description>
      <pubDate>Wed, 19 May 2021 11:06:56 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323227#M14668</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2021-05-19T11:06:56Z</dc:date>
    </item>
    <item>
      <title>Re: Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323267#M14669</link>
      <description>&lt;P&gt;Hi Krzysztof,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have tried to drag and drop the model file, but it is coming up with an error.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Am I doing something wrong?&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks,&lt;/P&gt;&lt;P&gt;Keith&lt;/P&gt;</description>
      <pubDate>Wed, 19 May 2021 11:29:34 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323267#M14669</guid>
      <dc:creator>keith483GL</dc:creator>
      <dc:date>2021-05-19T11:29:34Z</dc:date>
    </item>
    <item>
      <title>Re: Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323279#M14670</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10877230"&gt;@keith483GL&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Save model as RTD without results and zip before sharing.&lt;/P&gt;</description>
      <pubDate>Wed, 19 May 2021 11:35:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323279#M14670</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2021-05-19T11:35:03Z</dc:date>
    </item>
    <item>
      <title>Re: Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323307#M14671</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/7331480"&gt;@Krzysztof_Wasik&lt;/a&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I hope this works.&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>Wed, 19 May 2021 11:49:49 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323307#M14671</guid>
      <dc:creator>keith483GL</dc:creator>
      <dc:date>2021-05-19T11:49:49Z</dc:date>
    </item>
    <item>
      <title>Re: Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323497#M14672</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10877230"&gt;@keith483GL&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Please find this fthread:&lt;/P&gt;&lt;P&gt;&lt;A href="https://forums.autodesk.com/t5/robot-structural-analysis-forum/tables-sum-of-values/m-p/3347985" target="_blank"&gt;https://forums.autodesk.com/t5/robot-structural-analysis-forum/tables-sum-of-values/m-p/3347985&lt;/A&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 19 May 2021 13:13:35 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323497#M14672</guid>
      <dc:creator>HoshangMustafa</dc:creator>
      <dc:date>2021-05-19T13:13:35Z</dc:date>
    </item>
    <item>
      <title>Re: Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323594#M14673</link>
      <description>&lt;P&gt;&lt;EM&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10877230"&gt;@keith483GL&lt;/a&gt;&amp;nbsp;&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;You have duplicated supports&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;1- support is defined in thicknes definition (elastic soil parameters)&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;2.- support is defined as planar support&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;They should not be used together. Remove planar supports . Then slab will be supported by elastic soil defined with slab thickness and results will be as expected.&amp;nbsp;&lt;/EM&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 19 May 2021 13:41:45 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323594#M14673</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2021-05-19T13:41:45Z</dc:date>
    </item>
    <item>
      <title>Re: Soil Reactions are 50% of applied load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323881#M14674</link>
      <description>&lt;P&gt;That's sorted it&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/7331480"&gt;@Krzysztof_Wasik&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks for your help and assistance.&lt;/P&gt;</description>
      <pubDate>Wed, 19 May 2021 15:30:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/soil-reactions-are-50-of-applied-load/m-p/10323881#M14674</guid>
      <dc:creator>keith483GL</dc:creator>
      <dc:date>2021-05-19T15:30:36Z</dc:date>
    </item>
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