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    <title>topic Re: Steel design interaction factors in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-design-interaction-factors/m-p/7716665#M50044</link>
    <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1263374"&gt;@zenith_luton&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;Could you attach the model please.&lt;/P&gt;</description>
    <pubDate>Wed, 24 Jan 2018 15:57:56 GMT</pubDate>
    <dc:creator>mustafahesenow</dc:creator>
    <dc:date>2018-01-24T15:57:56Z</dc:date>
    <item>
      <title>Steel design interaction factors</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-design-interaction-factors/m-p/6707630#M50043</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;For the same member I have the following design ratios, the member is a CHS with compression and bending.&lt;/P&gt;&lt;P&gt;Column - Method 1 interaction factor, design ratio = 1.15&lt;/P&gt;&lt;P&gt;Simple bar - Method 1 interaction factor, design ratio = 1.85&lt;/P&gt;&lt;P&gt;Column - Method&amp;nbsp;2 interaction factor, design ratio = 1.95&lt;/P&gt;&lt;P&gt;Simple bar&amp;nbsp;- Method&amp;nbsp;2 interaction factor, design ratio = 1.95&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Does anyone know why is there is such a&amp;nbsp;difference under method 1 for different bar types?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 24 Nov 2016 11:09:06 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-design-interaction-factors/m-p/6707630#M50043</guid>
      <dc:creator>zenith_luton</dc:creator>
      <dc:date>2016-11-24T11:09:06Z</dc:date>
    </item>
    <item>
      <title>Re: Steel design interaction factors</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-design-interaction-factors/m-p/7716665#M50044</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1263374"&gt;@zenith_luton&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;Could you attach the model please.&lt;/P&gt;</description>
      <pubDate>Wed, 24 Jan 2018 15:57:56 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-design-interaction-factors/m-p/7716665#M50044</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2018-01-24T15:57:56Z</dc:date>
    </item>
    <item>
      <title>Re: Steel design interaction factors</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-design-interaction-factors/m-p/7716712#M50045</link>
      <description>&lt;P&gt;Sorry, that query was 14 months ago. I have had a look and cannot find the model.&lt;/P&gt;</description>
      <pubDate>Wed, 24 Jan 2018 16:11:22 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/steel-design-interaction-factors/m-p/7716712#M50045</guid>
      <dc:creator>zenith_luton</dc:creator>
      <dc:date>2018-01-24T16:11:22Z</dc:date>
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