<?xml version="1.0" encoding="UTF-8"?>
<rss xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:taxo="http://purl.org/rss/1.0/modules/taxonomy/" version="2.0">
  <channel>
    <title>topic tapered concrete setion in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6296335#M54794</link>
    <description>&lt;P&gt;I have a problem with setting tapered concrete T section. Is there a way to straighten bottom of these beams?&lt;/P&gt;</description>
    <pubDate>Wed, 27 Apr 2016 18:57:50 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2016-04-27T18:57:50Z</dc:date>
    <item>
      <title>tapered concrete setion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6296335#M54794</link>
      <description>&lt;P&gt;I have a problem with setting tapered concrete T section. Is there a way to straighten bottom of these beams?&lt;/P&gt;</description>
      <pubDate>Wed, 27 Apr 2016 18:57:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6296335#M54794</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-04-27T18:57:50Z</dc:date>
    </item>
    <item>
      <title>Re: tapered concrete setion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6296615#M54795</link>
      <description>&lt;P&gt;1- move the center node up in a distance that the beam bottom edge get aligned.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Or&lt;/P&gt;
&lt;P&gt;&lt;BR /&gt;2- keep as it is right now and apply beam offsets to both beams at center node end&lt;BR /&gt;&lt;BR /&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 27 Apr 2016 21:32:19 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6296615#M54795</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2016-04-27T21:32:19Z</dc:date>
    </item>
    <item>
      <title>Re: tapered concrete setion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6327206#M54796</link>
      <description>&lt;P&gt;Thank you for your help, but do you know how to solve this? &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Sun, 15 May 2016 16:55:00 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6327206#M54796</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-05-15T16:55:00Z</dc:date>
    </item>
    <item>
      <title>Re: tapered concrete setion</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6328064#M54797</link>
      <description>&lt;P&gt;I can´t see a real problem in terms of model results.&lt;/P&gt;</description>
      <pubDate>Mon, 16 May 2016 11:59:46 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/tapered-concrete-setion/m-p/6328064#M54797</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2016-05-16T11:59:46Z</dc:date>
    </item>
  </channel>
</rss>

