<?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 Bracket simulation in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6963792#M47269</link>
    <description>&lt;P&gt;&lt;SPAN&gt;Hello I would like to ask, if could you help me to simulate steel&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;bracket (support) in Autodesk Robot? I attached bracket drawing.&amp;nbsp;I think I have to draw it in 3D in AutoCad and import it to Robot, but maybe there is other way to do it?&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;&lt;FONT color="#000080"&gt;Best Regards&lt;/FONT&gt;&lt;BR /&gt;&lt;FONT color="#000080"&gt;Jar&lt;/FONT&gt;&lt;BR /&gt;&lt;/SPAN&gt;&lt;/P&gt;</description>
    <pubDate>Wed, 22 Mar 2017 09:51:10 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2017-03-22T09:51:10Z</dc:date>
    <item>
      <title>Bracket simulation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6963792#M47269</link>
      <description>&lt;P&gt;&lt;SPAN&gt;Hello I would like to ask, if could you help me to simulate steel&amp;nbsp;&lt;/SPAN&gt;&lt;SPAN&gt;bracket (support) in Autodesk Robot? I attached bracket drawing.&amp;nbsp;I think I have to draw it in 3D in AutoCad and import it to Robot, but maybe there is other way to do it?&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;&lt;FONT color="#000080"&gt;Best Regards&lt;/FONT&gt;&lt;BR /&gt;&lt;FONT color="#000080"&gt;Jar&lt;/FONT&gt;&lt;BR /&gt;&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 22 Mar 2017 09:51:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6963792#M47269</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-03-22T09:51:10Z</dc:date>
    </item>
    <item>
      <title>Re: Bracket simulation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6965347#M47270</link>
      <description>&lt;P&gt;You could do it entirely in Robot with no problems using Shell structure type&lt;/P&gt;</description>
      <pubDate>Wed, 22 Mar 2017 17:28:34 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6965347#M47270</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2017-03-22T17:28:34Z</dc:date>
    </item>
    <item>
      <title>Re: Bracket simulation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6965409#M47271</link>
      <description>&lt;P&gt;Could you give &amp;nbsp;me some tips or make some example file? - I know, I'm asking too much, I don't know how to start with it.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank you&lt;/P&gt;</description>
      <pubDate>Wed, 22 Mar 2017 17:49:18 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6965409#M47271</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-03-22T17:49:18Z</dc:date>
    </item>
    <item>
      <title>Re: Bracket simulation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6966069#M47272</link>
      <description>&lt;P&gt;Screencast video attached. Recorded live , no rehearsal &lt;img id="smileywink" class="emoticon emoticon-smileywink" src="https://forums.autodesk.com/i/smilies/16x16_smiley-wink.png" alt="Smiley Wink" title="Smiley Wink" /&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;So some mistakes during modeling , sorry&lt;img id="smileylol" class="emoticon emoticon-smileylol" src="https://forums.autodesk.com/i/smilies/16x16_smiley-lol.png" alt="Smiley LOL" title="Smiley LOL" /&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;1- Used bars and translation +drag to generate the panel contours . This is my favorite way of doing , because avoids "snap to (wrong) point"&amp;nbsp; errors ,which can cause lots of meshing problems in the future.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Watch excelent meshing webinars (1 and 2) on &lt;A href="https://www.youtube.com/playlist?list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk" target="_blank"&gt;Build your Robot Structural Analysis IQ - YouTube&lt;/A&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;2- I Forgot to delete the "construction " bars&amp;nbsp; , and this was giving the instabilities type 2 on the analysis messages . 2nd video will show the correction.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;3- a- Correct supports&amp;nbsp; for bolts are in-plane full supports (Uy ,Uz) and perpendicular to plate (Ux) with uplift on negative X direction (only tension on the bolt) .&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;b- for the Plate/beam/wall , only bearing "against" the wall (support by contact) ,so it is Ux support&amp;nbsp; only with uplift on positive X direction. 2nd video will also show this correction.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Instability type 3 ,in this case ,can be ignored.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Model is attached&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;DIV class="iframe-container"&gt;&lt;IFRAME src="https://screencast.autodesk.com/Embed/Timeline/3390a850-a437-487e-8891-4534172b9fd3" scrolling="no" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen" style="display: inline;" frameborder="0" height="620" width="640"&gt;&lt;/IFRAME&gt;&lt;/DIV&gt;</description>
      <pubDate>Wed, 22 Mar 2017 22:18:51 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6966069#M47272</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2017-03-22T22:18:51Z</dc:date>
    </item>
    <item>
      <title>Re: Bracket simulation</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6966071#M47273</link>
      <description>&lt;P&gt;Correction Screencast video attached&lt;/P&gt;
&lt;DIV class="iframe-container"&gt;&lt;IFRAME src="https://screencast.autodesk.com/Embed/Timeline/7a8f852e-7642-4b43-8d09-65c8dd19e88e" scrolling="no" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen" style="display: inline;" frameborder="0" height="620" width="640"&gt;&lt;/IFRAME&gt;&lt;/DIV&gt;
&lt;DIV class="iframe-container"&gt;&amp;nbsp;&lt;/DIV&gt;
&lt;DIV class="iframe-container"&gt;For Artur ,Rafal ,Pawel ,&lt;/DIV&gt;
&lt;DIV class="iframe-container"&gt;&amp;nbsp;&lt;/DIV&gt;
&lt;DIV class="iframe-container"&gt;As you can see in the video , my "animated deformation is not working. It goes to the actual deformed shape and stays there.&lt;/DIV&gt;
&lt;DIV class="iframe-container"&gt;&amp;nbsp;&lt;/DIV&gt;
&lt;DIV class="iframe-container"&gt;Also a sugestion , it would be good if we can have a map showing the plate reactions as we have for elastic ground on plate thickness definition&lt;/DIV&gt;</description>
      <pubDate>Wed, 22 Mar 2017 22:16:22 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/bracket-simulation/m-p/6966071#M47273</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2017-03-22T22:16:22Z</dc:date>
    </item>
  </channel>
</rss>

