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    <title>topic Re: Moving load in a circular pattern in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687867#M63725</link>
    <description>Why does the program have them if one should not use them?</description>
    <pubDate>Mon, 22 Jun 2015 16:13:32 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2015-06-22T16:13:32Z</dc:date>
    <item>
      <title>Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5682683#M63719</link>
      <description>&lt;P&gt;Hello,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Today my question is how do I get the concentrated forces, I define in the moving loads, to point in the same place for example a center of circle?&lt;/P&gt;&lt;P&gt;In the picture I attached the FX force is pointing to the wrong direction.&lt;/P&gt;</description>
      <pubDate>Thu, 18 Jun 2015 13:16:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5682683#M63719</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-18T13:16:32Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5682831#M63720</link>
      <description>&lt;P&gt;The force will always be perpendicular&amp;nbsp;to the route therefore you need to have large number of straight segments for the&amp;nbsp;polyline.&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/35a09d1f-3e6b-4380-8a20-4bab1777071a" width="696" height="435" frameborder="0" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.&lt;/EM&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 18 Jun 2015 14:41:38 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5682831#M63720</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2015-06-18T14:41:38Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687447#M63721</link>
      <description>&lt;P&gt;I am designing a solid concrete cylinder which has moving loads at the top and its surface area. I was thinking of modeling it as a solid and using object type: shell. Problem is I can't apply moving loads to the cylinder object. Can someone tell me if there is a smarter way of doing this or how can I get the moving loads working?&lt;/P&gt;</description>
      <pubDate>Mon, 22 Jun 2015 11:49:04 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687447#M63721</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-22T11:49:04Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687498#M63722</link>
      <description>&lt;P&gt;I do not understand.&lt;/P&gt;
&lt;P&gt;See example video:&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;IFRAME src="https://screencast.autodesk.com/Embed/ce2ba644-188a-4617-93e1-c0c0d6eba86f" width="696" height="435" frameborder="0" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/P&gt;</description>
      <pubDate>Mon, 22 Jun 2015 12:36:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687498#M63722</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-06-22T12:36:30Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687634#M63723</link>
      <description>&lt;P&gt;If you take a look at the picture perhaps you can then understand what I was trying to say. I can get the moving load working in a pipe sort of structure, like that video has, no problem.&lt;/P&gt;</description>
      <pubDate>Mon, 22 Jun 2015 14:02:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687634#M63723</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-22T14:02:57Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687657#M63724</link>
      <description>DO not use ACIS objects.&lt;BR /&gt;Use standard ones</description>
      <pubDate>Mon, 22 Jun 2015 14:15:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687657#M63724</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-06-22T14:15:10Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687867#M63725</link>
      <description>Why does the program have them if one should not use them?</description>
      <pubDate>Mon, 22 Jun 2015 16:13:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5687867#M63725</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-22T16:13:32Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688824#M63726</link>
      <description>&lt;BLOCKQUOTE&gt;&lt;HR /&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/705292"&gt;@Artur.Kosakowski&lt;/a&gt; wrote:&lt;BR /&gt;&lt;P&gt;The force will always be perpendicular&amp;nbsp;to the route therefore you need to have large number of straight segments for the&amp;nbsp;polyline.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;HR /&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt;&lt;BR /&gt;I just realized that the suggested solution works when the concetrated loads are the same but is there a way to make the same thing happen with different loads?&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 08:01:17 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688824#M63726</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-23T08:01:17Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688846#M63727</link>
      <description>?????????????&lt;BR /&gt;Please explain</description>
      <pubDate>Tue, 23 Jun 2015 08:17:35 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688846#M63727</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-06-23T08:17:35Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688899#M63728</link>
      <description>&lt;P&gt;One load facing towards the center is 100 kN and the other is 200 kN which is also facing towards the center for example.&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 08:55:34 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688899#M63728</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-23T08:55:34Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688949#M63729</link>
      <description>&lt;P&gt;Artur's example used as a base:&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;IFRAME src="https://screencast.autodesk.com/Embed/84b06b50-2e88-4921-9dbf-ce59a31069b9" width="696" height="435" frameborder="0" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 09:42:51 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688949#M63729</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-06-23T09:42:51Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688961#M63730</link>
      <description>&lt;P&gt;Sorry, I should've been more clear. I don't mean projections. A case where, there is another load for example 5 meters apart from the other.&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 09:51:01 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688961#M63730</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-23T09:51:01Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688968#M63731</link>
      <description>Vehicle is always considered as straight.&lt;BR /&gt;So create manually number of simple cases with correct loads</description>
      <pubDate>Tue, 23 Jun 2015 09:58:56 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688968#M63731</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-06-23T09:58:56Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688996#M63732</link>
      <description>&lt;P&gt;Alright, thank you.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I've got to ask you because this is really bothering me, how would you model a solid concrete cylinder?&lt;/P&gt;&lt;P&gt;We want to see moment results and we also want the self-weight of the cylinder to be correct. Also&amp;nbsp;preferably structures that are connected to the cylinder are shell structures.&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 10:30:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5688996#M63732</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-23T10:30:50Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689125#M63733</link>
      <description>&lt;P&gt;Maybe you can try to vary the load using the route parameters.For each route(polyline) edge you can assign a load multiplier for each wheel on all 3 directions. It only works for symetrical vehicles&lt;/P&gt;
&lt;P&gt;&lt;IMG src="https://forums.autodesk.com/t5/image/serverpage/image-id/174901i1318D1A4AC1062BC/image-size/large?v=mpbl-1&amp;amp;px=-1" border="0" alt="route parameters.jpg" title="route parameters.jpg" /&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 12:06:58 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689125#M63733</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2015-06-23T12:06:58Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689211#M63734</link>
      <description>&lt;P&gt;&lt;EM&gt;&amp;nbsp;how would you model a solid concrete cylinder?&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;&amp;nbsp;&lt;/EM&gt;&lt;/P&gt;
&lt;P&gt;&lt;IFRAME src="https://screencast.autodesk.com/Embed/1e0e2cae-c6a2-40f1-8351-4e2d102d35d8" width="696" height="435" frameborder="0" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen"&gt;&lt;/IFRAME&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 12:43:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689211#M63734</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-06-23T12:43:57Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689260#M63735</link>
      <description>&lt;P&gt;What I mean by solid is that the cross-section is not hollow inside. If you could give and idea, how to model something like that would be great.&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 13:11:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689260#M63735</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-23T13:11:57Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689271#M63736</link>
      <description>I am afraid I do not understand.&lt;BR /&gt;Any sketch, drawing please.</description>
      <pubDate>Tue, 23 Jun 2015 13:15:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689271#M63736</guid>
      <dc:creator>Rafal.Gaweda</dc:creator>
      <dc:date>2015-06-23T13:15:36Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689283#M63737</link>
      <description>&lt;BLOCKQUOTE&gt;&lt;HR /&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/806320"&gt;@Rafacascudo&lt;/a&gt; wrote:&lt;BR /&gt;&lt;P&gt;Maybe you can try to vary the load using the route parameters.For each route(polyline) edge you can assign a load multiplier for each wheel on all 3 directions. It only works for symetrical vehicles&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;HR /&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt;Thank you for you suggestion but the problem is that the concentrated loads would change according to their place. They are supposed to remain the same no matter where they are for example in a case where the loads need to be in an exact order, so I guess the best resolution is the one Rafal gave.&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 13:21:20 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689283#M63737</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-23T13:21:20Z</dc:date>
    </item>
    <item>
      <title>Re: Moving load in a circular pattern</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689304#M63738</link>
      <description>&lt;BLOCKQUOTE&gt;&lt;HR /&gt;I am afraid I do not understand.&lt;BR /&gt;Any sketch, drawing please.&lt;HR /&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt;Maybe this image will help. Basicly like a column but so huge that it's best not to model it as a bar and because there are moving loads on it from different directions.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG title="Cylinder.PNG" src="https://forums.autodesk.com/t5/image/serverpage/image-id/174920i9602D7DDE68DF88F/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" alt="Cylinder.PNG" /&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 23 Jun 2015 13:29:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/moving-load-in-a-circular-pattern/m-p/5689304#M63738</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-06-23T13:29:36Z</dc:date>
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