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    <title>topic Correct modeling of beams for reinforcement calculations in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/correct-modeling-of-beams-for-reinforcement-calculations/m-p/7532677#M39204</link>
    <description>&lt;P&gt;Hi, I just watched the tutorial about RCdesign - workflows for beams, columns and foundations and I have some questions.&lt;/P&gt;&lt;P&gt;In that tutorial @ Artur.Kosakowski said that depending on the way that you model the beam, you can calculate either requiered reinforcement or provided reinforcement.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;So, if I want to calculate the reinforcement of a multi span beam it should be modeled as a continuous bar, but what if I already modeled beam as a chain of elements and I want provided reinforcement? Do I need to "remodel" the beam?&lt;/P&gt;&lt;P&gt;I hope you can help me&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Cesar&lt;/P&gt;</description>
    <pubDate>Fri, 10 Nov 2017 02:12:21 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2017-11-10T02:12:21Z</dc:date>
    <item>
      <title>Correct modeling of beams for reinforcement calculations</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/correct-modeling-of-beams-for-reinforcement-calculations/m-p/7532677#M39204</link>
      <description>&lt;P&gt;Hi, I just watched the tutorial about RCdesign - workflows for beams, columns and foundations and I have some questions.&lt;/P&gt;&lt;P&gt;In that tutorial @ Artur.Kosakowski said that depending on the way that you model the beam, you can calculate either requiered reinforcement or provided reinforcement.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;So, if I want to calculate the reinforcement of a multi span beam it should be modeled as a continuous bar, but what if I already modeled beam as a chain of elements and I want provided reinforcement? Do I need to "remodel" the beam?&lt;/P&gt;&lt;P&gt;I hope you can help me&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Cesar&lt;/P&gt;</description>
      <pubDate>Fri, 10 Nov 2017 02:12:21 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/correct-modeling-of-beams-for-reinforcement-calculations/m-p/7532677#M39204</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-10T02:12:21Z</dc:date>
    </item>
    <item>
      <title>Re: Correct modeling of beams for reinforcement calculations</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/correct-modeling-of-beams-for-reinforcement-calculations/m-p/7544522#M39205</link>
      <description>&lt;P&gt;Any help with this?&lt;/P&gt;</description>
      <pubDate>Tue, 14 Nov 2017 23:46:51 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/correct-modeling-of-beams-for-reinforcement-calculations/m-p/7544522#M39205</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-14T23:46:51Z</dc:date>
    </item>
    <item>
      <title>Re: Correct modeling of beams for reinforcement calculations</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/correct-modeling-of-beams-for-reinforcement-calculations/m-p/7545332#M39206</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;BLOCKQUOTE&gt;&lt;EM&gt; what if I already modeled beam as a chain of elements and I want provided reinforcement? Do I need to "remodel" the beam?&lt;/EM&gt;
&lt;P class="1510736654366"&gt;&amp;nbsp;&lt;/P&gt;
&lt;P class="1510736654366"&gt;No, it is just enough to select all elements of the chain and export them from a model to the RC Beam Design module where they will form a single multi-span beam.&lt;/P&gt;
&lt;P class="1510736654366"&gt;&amp;nbsp;&lt;/P&gt;
&lt;P class="1510736654366"&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 class="1510736654366"&gt;&amp;nbsp;&lt;/P&gt;
&lt;P class="1510736654366"&gt;&amp;nbsp;&lt;/P&gt;
&lt;/BLOCKQUOTE&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 15 Nov 2017 09:05:58 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/correct-modeling-of-beams-for-reinforcement-calculations/m-p/7545332#M39206</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2017-11-15T09:05:58Z</dc:date>
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