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    <title>topic Re: Composite RC-Steel section in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6301655#M54734</link>
    <description>&lt;P&gt;Thank you for the answer Artur.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Yes, that is&amp;nbsp;what i meant (the presentation of stress distribution assuming linear behaviour of concrete).&lt;/P&gt;&lt;P&gt;Do you think that we will be able to&amp;nbsp;obtain the generated forces applied on&amp;nbsp;rebars effectively (according of course to the above assumption about linear behaviour)? &amp;nbsp;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Sat, 30 Apr 2016 10:37:33 GMT</pubDate>
    <dc:creator>Tuctas</dc:creator>
    <dc:date>2016-04-30T10:37:33Z</dc:date>
    <item>
      <title>Composite RC-Steel section</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6298982#M54732</link>
      <description>&lt;P&gt;Are we able to analyze a composite section consisting of a R.C and a Steel section in the Section builder module? (e.g a section like the one in the attached picture). Can reinforcement bars be adequately modeled/analyzed?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards &amp;nbsp;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 28 Apr 2016 19:07:34 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6298982#M54732</guid>
      <dc:creator>Tuctas</dc:creator>
      <dc:date>2016-04-28T19:07:34Z</dc:date>
    </item>
    <item>
      <title>Re: Composite RC-Steel section</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6299809#M54733</link>
      <description>&lt;P&gt;If you mean according to EC4 then this option is not available in RSA.&amp;nbsp;If you want to check stress distribution (assuming&amp;nbsp;elastic behavior&amp;nbsp;of concrete) in the stress analysis module then yes.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&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;</description>
      <pubDate>Fri, 29 Apr 2016 07:29:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6299809#M54733</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2016-04-29T07:29:57Z</dc:date>
    </item>
    <item>
      <title>Re: Composite RC-Steel section</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6301655#M54734</link>
      <description>&lt;P&gt;Thank you for the answer Artur.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Yes, that is&amp;nbsp;what i meant (the presentation of stress distribution assuming linear behaviour of concrete).&lt;/P&gt;&lt;P&gt;Do you think that we will be able to&amp;nbsp;obtain the generated forces applied on&amp;nbsp;rebars effectively (according of course to the above assumption about linear behaviour)? &amp;nbsp;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 30 Apr 2016 10:37:33 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6301655#M54734</guid>
      <dc:creator>Tuctas</dc:creator>
      <dc:date>2016-04-30T10:37:33Z</dc:date>
    </item>
    <item>
      <title>Re: Composite RC-Steel section</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6303256#M54735</link>
      <description>&lt;P&gt;I think that you can determine&amp;nbsp;value of stress in a given point and then convert it into force.&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/236350i9C2441F8AA8C07CA/image-size/original?v=v2&amp;amp;px=-1" border="0" alt="stress in point.png" title="stress in point.png" /&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&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;</description>
      <pubDate>Mon, 02 May 2016 09:19:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6303256#M54735</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2016-05-02T09:19:36Z</dc:date>
    </item>
    <item>
      <title>Re: Composite RC-Steel section</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6307585#M54736</link>
      <description>&lt;P&gt;O.k Artur,&lt;/P&gt;&lt;P&gt;Thank you for the answer.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 04 May 2016 09:50:07 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/composite-rc-steel-section/m-p/6307585#M54736</guid>
      <dc:creator>Tuctas</dc:creator>
      <dc:date>2016-05-04T09:50:07Z</dc:date>
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