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    <title>topic Re: Wind load generator - Robot crashes while meshing in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648366#M64761</link>
    <description>&lt;P&gt;Thanks for that.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I have added some vertical bracing members on the model to provide lateral stability. The beam/column and beam/beam connections will be simple, so I am adding releases to bars that have negative moments bigger than say 35kN (I don't want to add releases everywhere so I don't get instability). Is this the way to go about this?&amp;nbsp;&lt;SPAN style="line-height: 15px;"&gt;I have released the bracing members as well, but I am not sure how I can make them tension only. Any advice would be greatly appreciated.&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;Thank you once again,&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;Stephanos&lt;/SPAN&gt;&lt;/P&gt;</description>
    <pubDate>Fri, 22 May 2015 12:58:36 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2015-05-22T12:58:36Z</dc:date>
    <item>
      <title>Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5647574#M64757</link>
      <description>&lt;P&gt;Hi all,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I'm trying to generate the wind loads using the automatic wind load generator, and Robot crashes a few seconds after it starts meshing. Is this anything any of you came across before?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thank you in advance,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Stephanos&lt;/P&gt;</description>
      <pubDate>Thu, 21 May 2015 20:45:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5647574#M64757</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-05-21T20:45:53Z</dc:date>
    </item>
    <item>
      <title>Re: Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5647977#M64758</link>
      <description>&lt;P&gt;Accuracy of your model should be corrected.&lt;/P&gt;
&lt;P&gt;- all claddings must be flat (example of not flat ones marked in green below)&lt;/P&gt;
&lt;P&gt;- objects should be precisely connected - marked in red&lt;/P&gt;
&lt;P&gt;- meshed slab panel contour should be corrected &amp;nbsp;; remove unneceserry corner- marked in red&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Corrected file attached&lt;/P&gt;
&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/169776i2C8721AB6374845B/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="ws111.jpg" title="ws111.jpg" /&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 22 May 2015 07:10:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5647977#M64758</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-05-22T07:10:53Z</dc:date>
    </item>
    <item>
      <title>Re: Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648026#M64759</link>
      <description>&lt;P&gt;Thank you Rafal, much appreciated.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;And another think, I have used cladding panels between the beams on all floors and applied surface loads (instead of line loads for the floors/occupancy loads on beams) as this saves time. Is the a way to check if the panels (which are one way spanning by the way) transfer the load to the corresponding beams?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks once more,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Stephanos&lt;/P&gt;</description>
      <pubDate>Fri, 22 May 2015 08:07:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648026#M64759</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-05-22T08:07:36Z</dc:date>
    </item>
    <item>
      <title>Re: Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648030#M64760</link>
      <description>&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/169784iF26D6AA1CA8E774F/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="cladres.jpg" title="cladres.jpg" /&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 22 May 2015 08:10:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648030#M64760</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-05-22T08:10:24Z</dc:date>
    </item>
    <item>
      <title>Re: Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648366#M64761</link>
      <description>&lt;P&gt;Thanks for that.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I have added some vertical bracing members on the model to provide lateral stability. The beam/column and beam/beam connections will be simple, so I am adding releases to bars that have negative moments bigger than say 35kN (I don't want to add releases everywhere so I don't get instability). Is this the way to go about this?&amp;nbsp;&lt;SPAN style="line-height: 15px;"&gt;I have released the bracing members as well, but I am not sure how I can make them tension only. Any advice would be greatly appreciated.&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;Thank you once again,&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN style="line-height: 15px;"&gt;Stephanos&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 22 May 2015 12:58:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648366#M64761</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-05-22T12:58:36Z</dc:date>
    </item>
    <item>
      <title>Re: Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648379#M64762</link>
      <description>&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/169827iD97992F5B8AA30C1/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="tensionedonly.jpg" title="tensionedonly.jpg" /&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 22 May 2015 13:04:55 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648379#M64762</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-05-22T13:04:55Z</dc:date>
    </item>
    <item>
      <title>Re: Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648519#M64763</link>
      <description>&lt;P&gt;Thanks Rafal!&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I successfully turned the bracing elements into truss/tension members. Obviously by default this leads to non-linear analysis, but do I need to create the Combinations again? It seems that they're gone and the cases are not visible in the case tab in combinations.&amp;nbsp;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/169863iF0505C79424C0A0A/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="Capture.JPG" title="Capture.JPG" /&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 22 May 2015 14:05:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648519#M64763</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-05-22T14:05:30Z</dc:date>
    </item>
    <item>
      <title>Re: Wind load generator - Robot crashes while meshing</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648535#M64764</link>
      <description>Yes you have to create combinations&lt;BR /&gt;You can use last option on Automatic Combination window : &lt;BR /&gt;"Manual combinations - generate"</description>
      <pubDate>Fri, 22 May 2015 14:14:47 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-load-generator-robot-crashes-while-meshing/m-p/5648535#M64764</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-05-22T14:14:47Z</dc:date>
    </item>
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