<?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 Re: Moving loading outside the structure in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13081524#M1966</link>
    <description>&lt;P&gt;Thanks to all, we had the same problem with route extending outside the bridge and we have solved it by following the instructions. It seems that the software does not recognize a load when it is found outside the bridge deck (on the ground) and the way to overcome this is to give a huge tolerance in the Parameters window.&lt;/P&gt;</description>
    <pubDate>Sun, 13 Oct 2024 09:43:31 GMT</pubDate>
    <dc:creator>c.saouridis</dc:creator>
    <dc:date>2024-10-13T09:43:31Z</dc:date>
    <item>
      <title>Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13023276#M1959</link>
      <description>&lt;P&gt;Hi All,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I am modelling a skew rail deck and because I was having a different results than the expected I did a simulation with single-point loading moving through the structure and what I noticed was that I got reactions and result even with the load outside the structure.&lt;/P&gt;&lt;P&gt;Is there any explanation for that ? and what I can do to avoid that ?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&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="Image 1.jpg" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1409624i94CD815C13D7E4F1/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Image 1.jpg" alt="Image 1.jpg" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt; &lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Many thanks!&lt;/P&gt;</description>
      <pubDate>Mon, 16 Sep 2024 11:31:52 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13023276#M1959</guid>
      <dc:creator>rbaraldi</dc:creator>
      <dc:date>2024-09-16T11:31:52Z</dc:date>
    </item>
    <item>
      <title>Re: Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13023908#M1960</link>
      <description>&lt;P&gt;On the moving load dialog window , click on the parameters button and pay attention specially to the tolerance field (click on help button to have a full explanation about it).&lt;/P&gt;
&lt;P&gt;Also pay attention to "application plane" on main window . Use selection to select the bars you want to be loaded only.&lt;/P&gt;
&lt;P&gt;I selected the bars beneath the route line and set a huge tolerance so only concentrated loads would be applied to my selected bars.&lt;/P&gt;
&lt;P&gt;Read all the moving load help section . Many good advices&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Rafacascudo_0-1726500951791.png" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1409773iAE8D196A0AF6ACF7/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Rafacascudo_0-1726500951791.png" alt="Rafacascudo_0-1726500951791.png" /&gt;&lt;/span&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Rafacascudo_1-1726500999168.png" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1409775i56F2D3EE807E93B6/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Rafacascudo_1-1726500999168.png" alt="Rafacascudo_1-1726500999168.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 16 Sep 2024 15:36:47 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13023908#M1960</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2024-09-16T15:36:47Z</dc:date>
    </item>
    <item>
      <title>Re: Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13028658#M1961</link>
      <description>Hi Rafa,&lt;BR /&gt;&lt;BR /&gt;Many thanks for the advice and info. Based on what I can see, the polyline is not the best approach.&lt;BR /&gt;&lt;BR /&gt;The approach for the long route is the best one to run a moving load longer than the span or are there other options for that? I am asking that because when I consider the route the points between the span of the moving load stop when the first force comes to the end.</description>
      <pubDate>Wed, 18 Sep 2024 15:00:26 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13028658#M1961</guid>
      <dc:creator>rbaraldi</dc:creator>
      <dc:date>2024-09-18T15:00:26Z</dc:date>
    </item>
    <item>
      <title>Re: Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13030525#M1962</link>
      <description>&lt;P&gt;Normally, I set the polyline to make the 1st load of my vehicle be positioned on the " edge" of the structure,already&amp;nbsp; over the 1st bar/panel.&lt;/P&gt;</description>
      <pubDate>Thu, 19 Sep 2024 10:42:19 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13030525#M1962</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2024-09-19T10:42:19Z</dc:date>
    </item>
    <item>
      <title>Re: Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13030833#M1963</link>
      <description>But what happen if your span is 20m and your moving loading is a sequence of point loads at XX m and the total is 30m?&lt;BR /&gt;What I notice in robot is when the first point load came to the end the moving load stop. that why I have been created the polyline outside my model.</description>
      <pubDate>Thu, 19 Sep 2024 13:21:14 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13030833#M1963</guid>
      <dc:creator>rbaraldi</dc:creator>
      <dc:date>2024-09-19T13:21:14Z</dc:date>
    </item>
    <item>
      <title>Re: Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13031161#M1964</link>
      <description>&lt;P&gt;There is no problem on creating a polyline larger than the bridge&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Rafacascudo_0-1726758391641.png" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1411176i53C10CA79F84464E/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Rafacascudo_0-1726758391641.png" alt="Rafacascudo_0-1726758391641.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;on your vehicle&amp;nbsp; the&amp;nbsp; load set at X=0 will be positioned at the start of the polyline , so set the polyline to acomodate the entire vehicle before it enters the bridge&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 19 Sep 2024 15:15:16 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13031161#M1964</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2024-09-19T15:15:16Z</dc:date>
    </item>
    <item>
      <title>Re: Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13032775#M1965</link>
      <description>Many Thanks for the info !!&lt;BR /&gt;&lt;BR /&gt;&lt;BR /&gt;Obrigado!</description>
      <pubDate>Fri, 20 Sep 2024 08:13:28 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13032775#M1965</guid>
      <dc:creator>rbaraldi</dc:creator>
      <dc:date>2024-09-20T08:13:28Z</dc:date>
    </item>
    <item>
      <title>Re: Moving loading outside the structure</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13081524#M1966</link>
      <description>&lt;P&gt;Thanks to all, we had the same problem with route extending outside the bridge and we have solved it by following the instructions. It seems that the software does not recognize a load when it is found outside the bridge deck (on the ground) and the way to overcome this is to give a huge tolerance in the Parameters window.&lt;/P&gt;</description>
      <pubDate>Sun, 13 Oct 2024 09:43:31 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-loading-outside-the-structure/m-p/13081524#M1966</guid>
      <dc:creator>c.saouridis</dc:creator>
      <dc:date>2024-10-13T09:43:31Z</dc:date>
    </item>
  </channel>
</rss>

