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    <title>topic Re: Welded Angles in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7533698#M39238</link>
    <description>&lt;P&gt;O.K thanks&amp;nbsp;I'll try that, I'll let you know how I get on in.&lt;/P&gt;</description>
    <pubDate>Fri, 10 Nov 2017 12:07:21 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2017-11-10T12:07:21Z</dc:date>
    <item>
      <title>Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7527092#M39231</link>
      <description>&lt;P&gt;Hi There,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I'm new to Autodesk Robot apologies if this is a basic question. But I'm trying to model a steel brackets comprising of 2-angles welded together and bolted to a concrete foundation. The bracket is experiencing a lateral load of force F &amp;nbsp;see attached Jpeg. How can I model this on Robot 2015.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="IMG_2520.jpg" style="width: 300px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/423376iEADA55A5C6DEB617/image-size/medium?v=v2&amp;amp;px=400" role="button" title="IMG_2520.jpg" alt="IMG_2520.jpg" /&gt;&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 08 Nov 2017 13:47:25 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7527092#M39231</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-08T13:47:25Z</dc:date>
    </item>
    <item>
      <title>Re: Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7527410#M39232</link>
      <description>What is your main goal?</description>
      <pubDate>Wed, 08 Nov 2017 15:19:02 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7527410#M39232</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2017-11-08T15:19:02Z</dc:date>
    </item>
    <item>
      <title>Re: Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7527620#M39233</link>
      <description>I would like to produce verification calculation to ensure that the bracket can carry the loads. However I cannot figure out how to model the bracket.</description>
      <pubDate>Wed, 08 Nov 2017 16:17:49 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7527620#M39233</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-08T16:17:49Z</dc:date>
    </item>
    <item>
      <title>Re: Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7528274#M39234</link>
      <description>&lt;P&gt;I think you cannot escape from a FE(panels) analysis.&lt;/P&gt;
&lt;P&gt;Can you show a 3d sketch&amp;nbsp; or some more data as width , bolt diameters , distances , force?&lt;/P&gt;</description>
      <pubDate>Wed, 08 Nov 2017 19:14:58 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7528274#M39234</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2017-11-08T19:14:58Z</dc:date>
    </item>
    <item>
      <title>Re: Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7531336#M39235</link>
      <description>&lt;P&gt;Why not simply go with hand calcs?&lt;/P&gt;</description>
      <pubDate>Thu, 09 Nov 2017 17:03:33 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7531336#M39235</guid>
      <dc:creator>mathias_peron</dc:creator>
      <dc:date>2017-11-09T17:03:33Z</dc:date>
    </item>
    <item>
      <title>Re: Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7531457#M39236</link>
      <description>Thanks, for that Mathias the hand calcs are not an issue, but looking to broaden my horizons. If software is available might as well use it right otherwise whats the point of the CPD process.</description>
      <pubDate>Thu, 09 Nov 2017 17:42:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7531457#M39236</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-09T17:42:54Z</dc:date>
    </item>
    <item>
      <title>Re: Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7533680#M39237</link>
      <description>&lt;P&gt;So as suggested before, better use a shell model and check the stresses then.&lt;/P&gt;</description>
      <pubDate>Fri, 10 Nov 2017 12:00:23 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7533680#M39237</guid>
      <dc:creator>mathias_peron</dc:creator>
      <dc:date>2017-11-10T12:00:23Z</dc:date>
    </item>
    <item>
      <title>Re: Welded Angles</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7533698#M39238</link>
      <description>&lt;P&gt;O.K thanks&amp;nbsp;I'll try that, I'll let you know how I get on in.&lt;/P&gt;</description>
      <pubDate>Fri, 10 Nov 2017 12:07:21 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/welded-angles/m-p/7533698#M39238</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-10T12:07:21Z</dc:date>
    </item>
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