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    <title>topic Re: Columns calculation in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747017#M79582</link>
    <description>&lt;P&gt;What is the design code you selected?&lt;/P&gt;
&lt;P&gt;Could you send me this example?&lt;/P&gt;</description>
    <pubDate>Mon, 07 Jan 2013 11:03:38 GMT</pubDate>
    <dc:creator>Artur.Kosakowski</dc:creator>
    <dc:date>2013-01-07T11:03:38Z</dc:date>
    <item>
      <title>Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3746775#M79579</link>
      <description>&lt;P&gt;would the message in the attachement mean that the calculations with bending are concidered or not ( regarding the the ligne just above )&lt;/P&gt;</description>
      <pubDate>Sun, 06 Jan 2013 18:34:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3746775#M79579</guid>
      <dc:creator>faisal.aaouatif</dc:creator>
      <dc:date>2013-01-06T18:34:32Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3746935#M79580</link>
      <description>&lt;P&gt;This means that bending has not been take into account for fire resistance calculations.&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 08:39:42 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3746935#M79580</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2013-01-07T08:39:42Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747014#M79581</link>
      <description>&lt;P&gt;Ist there any reason for that or is it a limitation to the current version of the software ?&lt;/P&gt;&lt;P&gt;Is all the warnings appearing between two message numbers are only relative to the firt one ?&lt;/P&gt;&lt;P&gt;thank you&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 10:56:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747014#M79581</guid>
      <dc:creator>faisal.aaouatif</dc:creator>
      <dc:date>2013-01-07T10:56:32Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747017#M79582</link>
      <description>&lt;P&gt;What is the design code you selected?&lt;/P&gt;
&lt;P&gt;Could you send me this example?&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 11:03:38 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747017#M79582</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2013-01-07T11:03:38Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747025#M79583</link>
      <description>&lt;P&gt;Calculation option&amp;nbsp; BAEL91 mod99 Regulation BAEL91RPS2000.&lt;/P&gt;&lt;P&gt;having a a problem with my model : connot generate ULS and SLS combinations ( only ACC are generated ! ).&lt;/P&gt;&lt;P&gt;thanks for support&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 11:19:33 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747025#M79583</guid>
      <dc:creator>faisal.aaouatif</dc:creator>
      <dc:date>2013-01-07T11:19:33Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747044#M79584</link>
      <description>&lt;P&gt;Send me the rtd file please.&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 11:50:16 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747044#M79584</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2013-01-07T11:50:16Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747056#M79585</link>
      <description>&lt;P&gt;ok , not managed to upload to autocad360 , please find a link blelow :&lt;/P&gt;&lt;P&gt;&lt;A href="http://wtrns.fr/pnjYq_8Zq2Vdmr" target="_blank"&gt;http://wtrns.fr/pnjYq_8Zq2Vdmr&lt;/A&gt;&lt;/P&gt;&lt;P&gt;thanks&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 12:08:46 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747056#M79585</guid>
      <dc:creator>faisal.aaouatif</dc:creator>
      <dc:date>2013-01-07T12:08:46Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747085#M79586</link>
      <description>&lt;BLOCKQUOTE&gt;&lt;HR /&gt;
&lt;P&gt;Calculation option&amp;nbsp; BAEL91 mod99 Regulation BAEL91RPS2000.&lt;/P&gt;
&lt;P&gt;having a a problem with my model : connot generate ULS and SLS combinations ( only ACC are generated ! ).&lt;/P&gt;
&lt;HR /&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;You have to define relations among load cases (see the attached picture)&lt;/P&gt;
&lt;/BLOCKQUOTE&gt;
&lt;BLOCKQUOTE&gt;Which RC column shall I look at?&lt;/BLOCKQUOTE&gt;
&lt;BLOCKQUOTE&gt;&amp;nbsp;&lt;/BLOCKQUOTE&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 13:02:37 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747085#M79586</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2013-01-07T13:02:37Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747329#M79587</link>
      <description>&lt;P&gt;Exporting&amp;nbsp;the column&amp;nbsp;727 for example&lt;/P&gt;</description>
      <pubDate>Mon, 07 Jan 2013 16:20:39 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747329#M79587</guid>
      <dc:creator>faisal.aaouatif</dc:creator>
      <dc:date>2013-01-07T16:20:39Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747878#M79588</link>
      <description>&lt;P&gt;The warning informs that the estimated method for fire resistance is not applicable for bending. It can only be used for compression and slenderness below 35 as stated in DTU P 92-701.&lt;/P&gt;
&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/45701i2E96F83F0D59A4FF/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="estimated fire resistance method BAEL.jpg" title="estimated fire resistance method BAEL.jpg" align="center" /&gt;&lt;/P&gt;
&lt;P&gt;The exact method for bending is not available in Robot yet as far as I know you the freeware named CIMFEU&amp;nbsp;for this kind of calculation is available from:&lt;/P&gt;
&lt;P&gt;CIMbéton&lt;/P&gt;
&lt;P&gt;7, Place de la Défense&lt;/P&gt;
&lt;P&gt;92&amp;nbsp;974 Paris-La-Défense Cedex&lt;/P&gt;
&lt;P&gt;+33 (0) 1 55 23 01 12&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/45702iAF10C35E89847611/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="CIMFEU.png" title="CIMFEU.png" align="center" /&gt;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;&amp;nbsp;&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Tue, 08 Jan 2013 09:27:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747878#M79588</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2013-01-08T09:27:53Z</dc:date>
    </item>
    <item>
      <title>Re: Columns calculation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747976#M79589</link>
      <description>&lt;P&gt;Clear and precise.&lt;/P&gt;&lt;P&gt;Thank you for all&lt;/P&gt;</description>
      <pubDate>Tue, 08 Jan 2013 12:37:00 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/columns-calculation/m-p/3747976#M79589</guid>
      <dc:creator>faisal.aaouatif</dc:creator>
      <dc:date>2013-01-08T12:37:00Z</dc:date>
    </item>
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