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    <title>topic Re: COMPRESSION ONLY supports in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7944708#M33282</link>
    <description>&lt;P&gt;Here it is. You have to define further load cases. But in this video I show how to define it.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;DIV class="iframe-container"&gt;&lt;IFRAME width="640" height="590" src="https://screencast.autodesk.com/Embed/Timeline/a81a89a9-6701-4732-9336-bf6d00152ea5" frameborder="0" scrolling="no" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/DIV&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Thu, 19 Apr 2018 12:51:30 GMT</pubDate>
    <dc:creator>teixeiranh</dc:creator>
    <dc:date>2018-04-19T12:51:30Z</dc:date>
    <item>
      <title>COMPRESSION ONLY supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940481#M33276</link>
      <description>&lt;P&gt;Hi.&lt;/P&gt;&lt;P&gt;In the attached file, I try to create supports as&amp;nbsp;“COMPRESSION ONLY” supports for the foundation (Nodes 1 through 24) in the vertical direction.&lt;/P&gt;&lt;P&gt;The same applies to the walls at nodes 26 and 31 as horizontal springs with “COMPRESSION ONLY” attribute.&lt;/P&gt;&lt;P&gt;It is important that all springs get inactive in the event of tension in nodes.&lt;/P&gt;&lt;P&gt;How can I make sure that the iteration convergence?&lt;/P&gt;&lt;P&gt;Can I enter the subgrade reaction [kPa/m] for the earth and get Robot automatically to compute the appropriate spring stiffness in each node or I have to do it manually?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Kind regards&lt;/P&gt;&lt;P&gt;Babak Moussavian&lt;/P&gt;</description>
      <pubDate>Wed, 18 Apr 2018 08:12:31 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940481#M33276</guid>
      <dc:creator>Babak.moussavian</dc:creator>
      <dc:date>2018-04-18T08:12:31Z</dc:date>
    </item>
    <item>
      <title>Re: COMPRESSION ONLY supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940503#M33277</link>
      <description>&lt;P&gt;Is this that you want? I don't quite get it!&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-left" image-alt="Image 017.png" style="width: 999px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/490011i95FA4AEEF718191E/image-size/large?v=v2&amp;amp;px=999" role="button" title="Image 017.png" alt="Image 017.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 18 Apr 2018 08:19:06 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940503#M33277</guid>
      <dc:creator>teixeiranh</dc:creator>
      <dc:date>2018-04-18T08:19:06Z</dc:date>
    </item>
    <item>
      <title>Re: COMPRESSION ONLY supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940579#M33278</link>
      <description>&lt;P&gt;Hi Nuno Teixeira!&lt;/P&gt;&lt;P&gt;Thanks for your reply.&lt;/P&gt;&lt;P&gt;I want that if the movement of the nodes 1 through 24 would be in the negative Z direction then these nodes should be resisted by the soil. Essentially this would simulate a situation where the soil would be in compression and would be offering resistance and in the event of uplift (tension) the spring stiffness for such tension nodes get “inactive”.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The same applies to nodes 26 and 31:&lt;/P&gt;&lt;P&gt;If the movement of node 26 would be in the negative X direction then the node 26 should be resisted by the soil or else get inactive.&lt;/P&gt;&lt;P&gt;If the movement of node 31 would be in the positive X direction then the node 31 should be resisted by the soil or else get inactive.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;Kind regards&lt;BR /&gt;Babak Moussavian&lt;/P&gt;</description>
      <pubDate>Wed, 18 Apr 2018 08:48:48 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940579#M33278</guid>
      <dc:creator>Babak.moussavian</dc:creator>
      <dc:date>2018-04-18T08:48:48Z</dc:date>
    </item>
    <item>
      <title>Re: COMPRESSION ONLY supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940832#M33279</link>
      <description>&lt;P&gt;You need to select the Unidirectional&amp;nbsp;tab when defining the elastic stiffness of the soil.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Else you could use simple supports on the several nodes that you have defined for your beam.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;It is absolutely possible to do that.&lt;/P&gt;</description>
      <pubDate>Wed, 18 Apr 2018 10:23:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940832#M33279</guid>
      <dc:creator>teixeiranh</dc:creator>
      <dc:date>2018-04-18T10:23:54Z</dc:date>
    </item>
    <item>
      <title>Re: COMPRESSION ONLY supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940883#M33280</link>
      <description>&lt;P&gt;Could you please modify my model and upload the file?&lt;BR /&gt;I am not sure how one can assign compression only attributes to the supports.&lt;BR /&gt;&lt;BR /&gt;Thanks...&lt;/P&gt;&lt;P&gt;Regards&lt;/P&gt;&lt;P&gt;Babak Moussavian&lt;/P&gt;</description>
      <pubDate>Wed, 18 Apr 2018 10:43:07 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7940883#M33280</guid>
      <dc:creator>Babak.moussavian</dc:creator>
      <dc:date>2018-04-18T10:43:07Z</dc:date>
    </item>
    <item>
      <title>Re: COMPRESSION ONLY supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7944246#M33281</link>
      <description>&lt;P&gt;I will post a screencast as soon as I can.&lt;/P&gt;</description>
      <pubDate>Thu, 19 Apr 2018 09:52:56 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7944246#M33281</guid>
      <dc:creator>teixeiranh</dc:creator>
      <dc:date>2018-04-19T09:52:56Z</dc:date>
    </item>
    <item>
      <title>Re: COMPRESSION ONLY supports</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7944708#M33282</link>
      <description>&lt;P&gt;Here it is. You have to define further load cases. But in this video I show how to define it.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;DIV class="iframe-container"&gt;&lt;IFRAME width="640" height="590" src="https://screencast.autodesk.com/Embed/Timeline/a81a89a9-6701-4732-9336-bf6d00152ea5" frameborder="0" scrolling="no" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/DIV&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 19 Apr 2018 12:51:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/compression-only-supports/m-p/7944708#M33282</guid>
      <dc:creator>teixeiranh</dc:creator>
      <dc:date>2018-04-19T12:51:30Z</dc:date>
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