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    <title>topic Re: roller suport in one direction in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/roller-suport-in-one-direction/m-p/7657141#M37250</link>
    <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/4462086"&gt;@me1205377&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;What you have mentioned above is Geometrical none linearity . So For sure there will be nonlinear analysis and iterations .&lt;/P&gt;</description>
    <pubDate>Mon, 01 Jan 2018 14:03:49 GMT</pubDate>
    <dc:creator>mustafahesenow</dc:creator>
    <dc:date>2018-01-01T14:03:49Z</dc:date>
    <item>
      <title>roller suport in one direction</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/roller-suport-in-one-direction/m-p/7656478#M37248</link>
      <description>&lt;P&gt;Greetings all and happy new year&amp;nbsp;&lt;/P&gt;&lt;P&gt;is there a way to define a roller support that for example only&amp;nbsp;resist translation in&amp;nbsp;&amp;nbsp;-ve Z&amp;nbsp; but not in +ve Z&amp;nbsp;&amp;nbsp;&lt;/P&gt;&lt;P&gt;without getting in nonlinear analysis&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 31 Dec 2017 16:53:17 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/roller-suport-in-one-direction/m-p/7656478#M37248</guid>
      <dc:creator>me1205377</dc:creator>
      <dc:date>2017-12-31T16:53:17Z</dc:date>
    </item>
    <item>
      <title>Re: roller suport in one direction</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/roller-suport-in-one-direction/m-p/7656507#M37249</link>
      <description>No way but this analysis will not include the pdelta effect (unless you mark it) , only the fact that with unidirectional supports the structure behaviour is not ... linear.&lt;BR /&gt;For example a load case like wind that causes this unidirectional support to function. For the wind on the opposite direction , this same suuport will not work and acting forces  will have to be resisted by other available supports</description>
      <pubDate>Sun, 31 Dec 2017 17:43:35 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/roller-suport-in-one-direction/m-p/7656507#M37249</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2017-12-31T17:43:35Z</dc:date>
    </item>
    <item>
      <title>Re: roller suport in one direction</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/roller-suport-in-one-direction/m-p/7657141#M37250</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/4462086"&gt;@me1205377&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;What you have mentioned above is Geometrical none linearity . So For sure there will be nonlinear analysis and iterations .&lt;/P&gt;</description>
      <pubDate>Mon, 01 Jan 2018 14:03:49 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/roller-suport-in-one-direction/m-p/7657141#M37250</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2018-01-01T14:03:49Z</dc:date>
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