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    <title>topic Re: Non-Linear manual load combination for moving load in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5384969#M71163</link>
    <description>&lt;P&gt;File please.&lt;/P&gt;</description>
    <pubDate>Thu, 06 Nov 2014 07:14:52 GMT</pubDate>
    <dc:creator>Rafal.Gaweda</dc:creator>
    <dc:date>2014-11-06T07:14:52Z</dc:date>
    <item>
      <title>Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5321149#M71159</link>
      <description>&lt;P&gt;Hello,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I want to analyze the effect of a crane on a beam. The crane is modelled as travelling load. I have tension bar in my structure, which forces a non-linear analysis. When I run the analysis, Robot does not calculate results for load combinations which I have defined manually. In Analysis type diagram, I have hooked off the option for “Auxiliary case”, but after I run the analysis it is hooked on again. If I make a load combination without the travelling load, Robot can calculate forces; however it skips load combination when I have moving load in the combination.&lt;/P&gt;&lt;P&gt;In advance, thank you for your help.&lt;/P&gt;</description>
      <pubDate>Tue, 07 Oct 2014 06:12:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5321149#M71159</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-10-07T06:12:24Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5321219#M71160</link>
      <description>&lt;P&gt;Make model temporaryly linear&lt;/P&gt;
&lt;P&gt;Generate combinations as shown on example below:&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;IFRAME src="https://screencast.autodesk.com/Embed/timeline/80c7af05-e99d-440a-bc44-1601fd900f44" width="696" height="435" frameborder="0" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Make model nonlinear again&lt;/P&gt;</description>
      <pubDate>Tue, 04 Dec 2018 20:54:34 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5321219#M71160</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2018-12-04T20:54:34Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5321385#M71161</link>
      <description>&lt;P&gt;Thanks, it worked&lt;/P&gt;</description>
      <pubDate>Tue, 07 Oct 2014 08:58:41 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5321385#M71161</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2014-10-07T08:58:41Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5382873#M71162</link>
      <description>&lt;P&gt;I´m not able to make it work. Followed the instructions. Combinations are created. No problems when Running the linear model.&lt;/P&gt;&lt;P&gt;When I turn it into non-linear (linear releases Rx and uz+ uplift) ,problems arise.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;- In analysis parameters , everything remains "static linear"&lt;/P&gt;&lt;P&gt;- Ok , it runs as it is really non-linear , but as soon as it begins solving it , the loads due to my vehiche vanishes from the combinations!!!!!&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;A target="_blank" href="http://screencast.com/t/iZpGUsRO"&gt;http://screencast.com/t/iZpGUsRO&lt;/A&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The only way I managed it to work was generate load cases from each moving load component and when create the combinations manually in excel&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;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 05 Nov 2014 15:44:40 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5382873#M71162</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2014-11-05T15:44:40Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5384969#M71163</link>
      <description>&lt;P&gt;File please.&lt;/P&gt;</description>
      <pubDate>Thu, 06 Nov 2014 07:14:52 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5384969#M71163</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2014-11-06T07:14:52Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385377#M71164</link>
      <description>&lt;P&gt;Hi Rafal ,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I´m sending the linear model with already generated combinations.Works perfectly!&lt;/P&gt;&lt;P&gt;When I introduce a nonlinear element like unidirectional support or unidirectional linear release , the 6 concentrated loads due to the vehicle&amp;nbsp; vanish from the generated combinations cases&lt;/P&gt;</description>
      <pubDate>Thu, 06 Nov 2014 11:20:33 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385377#M71164</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2014-11-06T11:20:33Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385483#M71165</link>
      <description>&lt;P&gt;In case nonlinear calculations you have to have real loads in real cases so do it this way (or create combinations manually with converted components)&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;&lt;IFRAME src="https://screencast.autodesk.com/Embed/timeline/f5feb672-fd3e-4017-9b1b-d0f303d1be38" width="696" height="435" frameborder="0" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 04 Dec 2018 20:58:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385483#M71165</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2018-12-04T20:58:03Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385585#M71166</link>
      <description>&lt;P&gt;thx ,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;so that´s the workaround I have done before.Create load cases from moving load components.&lt;/P&gt;&lt;P&gt;And that that 1st tip , make it linear, generate combination, make it nonlinear is really not working,right?&lt;/P&gt;</description>
      <pubDate>Thu, 06 Nov 2014 13:07:16 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385585#M71166</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2014-11-06T13:07:16Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385599#M71167</link>
      <description>Right &lt;span class="lia-unicode-emoji" title=":disappointed_face:"&gt;😞&lt;/span&gt;</description>
      <pubDate>Thu, 06 Nov 2014 13:01:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/5385599#M71167</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2014-11-06T13:01:57Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/8445228#M71168</link>
      <description>&lt;P&gt;I'm trying to do a P-Delta analysis with moving loads, but I have no combinations. I have arrived to these link,&amp;nbsp; but I'm not able to see the video: it sais that "the ID for this&amp;nbsp;Screencast is invalid." May you describe a little what to do? Or to re-upload the video?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Sorry for the inconvenience.&lt;/P&gt;</description>
      <pubDate>Tue, 04 Dec 2018 20:47:21 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/8445228#M71168</guid>
      <dc:creator>Euge_I</dc:creator>
      <dc:date>2018-12-04T20:47:21Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/8446214#M71169</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/4259168"&gt;@Euge_I&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Video links fixed.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 05 Dec 2018 09:44:13 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/8446214#M71169</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2018-12-05T09:44:13Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/12944365#M71170</link>
      <description>Hi, I have the same problem with moving loads and the load combinations which are not running. I can't see the example, could you please resend the link. Also, what do you mean by making the model linear ? I have supports which enable an uplift so I have automatically non linear cases.</description>
      <pubDate>Wed, 07 Aug 2024 13:07:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/12944365#M71170</guid>
      <dc:creator>julie_liuMMRV7</dc:creator>
      <dc:date>2024-08-07T13:07:03Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/12945425#M71171</link>
      <description>&lt;P&gt;what I understood from Rafal´s answer on 2014 is that combinations that have moving loads do not work if the model is nonlinear.&lt;/P&gt;
&lt;P&gt;As I answered&amp;nbsp; previously ,You will have to create single load cases from moving load components and make combinations one by one&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="Rafacascudo_0-1723064960768.png" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1395537i733398BA73DEDEFC/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Rafacascudo_0-1723064960768.png" alt="Rafacascudo_0-1723064960768.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 07 Aug 2024 21:10:41 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/12945425#M71171</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2024-08-07T21:10:41Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/13902233#M85591</link>
      <description>&lt;P&gt;Is there a way to make an envelope load/combination with the moving load automatic cases so we can use it on design?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 13 Nov 2025 10:29:35 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/13902233#M85591</guid>
      <dc:creator>festevesBEJLD</dc:creator>
      <dc:date>2025-11-13T10:29:35Z</dc:date>
    </item>
    <item>
      <title>Re: Non-Linear manual load combination for moving load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/13903083#M85592</link>
      <description>&lt;P&gt;Design will consider only single load cases or load combinations . Combinations which include moving loads will be considered only if they are linear.&lt;/P&gt;
&lt;P&gt;Envelopes are not considered .&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 13 Nov 2025 12:31:26 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-manual-load-combination-for-moving-load/m-p/13903083#M85592</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2025-11-13T12:31:26Z</dc:date>
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