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    <title>topic Re: Moment capping plate connection on steel columns in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10598707#M13316</link>
    <description>&lt;P&gt;hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/9394939"&gt;@benW2Q54&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In Robot it is the same connection, whether it is the beam on the column or the column on the beam.&lt;BR /&gt;You just have to choose the bar number in the combobox.&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="image.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/961254i9794886BC8499DFC/image-size/medium?v=v2&amp;amp;px=400" role="button" title="image.png" alt="image.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Stephanekapetanovic_0-1630736489359.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/961255i01B7367919AF8224/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Stephanekapetanovic_0-1630736489359.png" alt="Stephanekapetanovic_0-1630736489359.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;best regards&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Sat, 04 Sep 2021 06:22:21 GMT</pubDate>
    <dc:creator>Stephane.kapetanovic</dc:creator>
    <dc:date>2021-09-04T06:22:21Z</dc:date>
    <item>
      <title>Moment capping plate connection on steel columns</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10596327#M13311</link>
      <description>&lt;P&gt;Hi everyone,&lt;/P&gt;&lt;P&gt;I am new to autodesk and only just purchased the AEC collection so go easy on my &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt; .&lt;/P&gt;&lt;P&gt;I am basically interested to see if I can model, analyse and design a standard capping plate moment connection for&lt;/P&gt;&lt;P&gt;a simple goal post in Robot. I am attaching a snapshot of it. Not that fussed about the specific sizes of beam and column but rather the principle. Capping plate, extended end plate, stiffeners, bolts and welds in one connection without having to export the node to Idea Statica.&lt;/P&gt;&lt;P&gt;Thank you in advance.&lt;/P&gt;</description>
      <pubDate>Fri, 03 Sep 2021 11:15:23 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10596327#M13311</guid>
      <dc:creator>benW2Q54</dc:creator>
      <dc:date>2021-09-03T11:15:23Z</dc:date>
    </item>
    <item>
      <title>Re: Moment capping plate connection on steel columns</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10597524#M13312</link>
      <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/9394939"&gt;@benW2Q54&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Yes It's possible, you can modelize what you want with robot.&lt;/P&gt;
&lt;P&gt;But it needs some skill and a bit of practice&lt;/P&gt;</description>
      <pubDate>Fri, 03 Sep 2021 17:05:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10597524#M13312</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-09-03T17:05:53Z</dc:date>
    </item>
    <item>
      <title>Re: Moment capping plate connection on steel columns</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10597530#M13313</link>
      <description>&lt;P&gt;hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/9394939"&gt;@benW2Q54&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Yes, like that (with and without stiffener)&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Stephanekapetanovic_0-1630688663191.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/961047i3B2E48CE1A0EBF18/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Stephanekapetanovic_0-1630688663191.png" alt="Stephanekapetanovic_0-1630688663191.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;Best Regards&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 03 Sep 2021 17:08:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10597530#M13313</guid>
      <dc:creator>Stephane.kapetanovic</dc:creator>
      <dc:date>2021-09-03T17:08:10Z</dc:date>
    </item>
    <item>
      <title>Re: Moment capping plate connection on steel columns</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10597987#M13314</link>
      <description>&lt;P&gt;Thanks for the response. It takes me less than 1 minute to model it in 3d sketchup. Just wanted to make sure that anything that can be modelled in sketchup,&amp;nbsp; can also be modelled,&amp;nbsp; analysed and designed in robot.&lt;/P&gt;</description>
      <pubDate>Fri, 03 Sep 2021 20:45:23 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10597987#M13314</guid>
      <dc:creator>benW2Q54</dc:creator>
      <dc:date>2021-09-03T20:45:23Z</dc:date>
    </item>
    <item>
      <title>Re: Moment capping plate connection on steel columns</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10598002#M13315</link>
      <description>&lt;P&gt;Thanks for the response.&amp;nbsp; Would you use this type of connection the other way around too? I can't help but notice that this still has the beam connected to the flange of the column and what i am interested in is to have the beam on top of the column.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 03 Sep 2021 20:53:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10598002#M13315</guid>
      <dc:creator>benW2Q54</dc:creator>
      <dc:date>2021-09-03T20:53:10Z</dc:date>
    </item>
    <item>
      <title>Re: Moment capping plate connection on steel columns</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10598707#M13316</link>
      <description>&lt;P&gt;hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/9394939"&gt;@benW2Q54&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In Robot it is the same connection, whether it is the beam on the column or the column on the beam.&lt;BR /&gt;You just have to choose the bar number in the combobox.&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="image.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/961254i9794886BC8499DFC/image-size/medium?v=v2&amp;amp;px=400" role="button" title="image.png" alt="image.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Stephanekapetanovic_0-1630736489359.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/961255i01B7367919AF8224/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Stephanekapetanovic_0-1630736489359.png" alt="Stephanekapetanovic_0-1630736489359.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;best regards&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 04 Sep 2021 06:22:21 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10598707#M13316</guid>
      <dc:creator>Stephane.kapetanovic</dc:creator>
      <dc:date>2021-09-04T06:22:21Z</dc:date>
    </item>
    <item>
      <title>Re: Moment capping plate connection on steel columns</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10599342#M13317</link>
      <description>&lt;P&gt;thank you&lt;/P&gt;</description>
      <pubDate>Sat, 04 Sep 2021 15:36:20 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moment-capping-plate-connection-on-steel-columns/m-p/10599342#M13317</guid>
      <dc:creator>benW2Q54</dc:creator>
      <dc:date>2021-09-04T15:36:20Z</dc:date>
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