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    <title>topic Re: Exceptional load in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8801311#M24695</link>
    <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I made simply check using model defined from scratch and my results seems to be reasonable&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Could you please send your file&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Mon, 20 May 2019 08:21:24 GMT</pubDate>
    <dc:creator>Krzysztof_Wasik</dc:creator>
    <dc:date>2019-05-20T08:21:24Z</dc:date>
    <item>
      <title>Exceptional load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8799969#M24694</link>
      <description>&lt;P&gt;During dimensioning the foundation combinations do not take into account exceptional load. When we highlighting a combination containing an exceptional load then we see the corresponding values of force for this combination, while they do not appear under the foundation drawing above.&lt;/P&gt;</description>
      <pubDate>Sat, 18 May 2019 23:25:18 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8799969#M24694</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2019-05-18T23:25:18Z</dc:date>
    </item>
    <item>
      <title>Re: Exceptional load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8801311#M24695</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I made simply check using model defined from scratch and my results seems to be reasonable&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Could you please send your file&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 20 May 2019 08:21:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8801311#M24695</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2019-05-20T08:21:24Z</dc:date>
    </item>
    <item>
      <title>Re: Exceptional load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8814543#M24696</link>
      <description>&lt;P&gt;I have the same problem, and still dont know what to do, to solve it. I've tried everything but it's pointless.&lt;/P&gt;</description>
      <pubDate>Sat, 25 May 2019 13:05:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8814543#M24696</guid>
      <dc:creator>michal.245</dc:creator>
      <dc:date>2019-05-25T13:05:03Z</dc:date>
    </item>
    <item>
      <title>Re: Exceptional load</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8817538#M24697</link>
      <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/4564232"&gt;@michal.245&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;ACC loads are not teken into account while spread footing stability check in Robot Structural Analysis&lt;/P&gt;
&lt;P&gt;But ACC&amp;nbsp;combination &amp;nbsp;after generation using auomatic combination tool can be changed in ULS combination and then will be used while footing stability check&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Short description of combination update process&lt;/P&gt;
&lt;OL style="list-style: decimal; margin: 1em 1em 1em 40px; padding: 0px; text-align: left; color: rgb(0, 0, 0); text-transform: none; text-indent: 0px; letter-spacing: normal; font-family: Arial, Helvetica, sans-serif; font-size: 11.36px; font-style: normal; font-weight: 400; word-spacing: 0px; white-space: normal; orphans: 2; widows: 2; background-color: rgb(255, 255, 255); font-variant-ligatures: normal; font-variant-caps: normal; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial;"&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;Generate automatic code combination with accidental combinations included using&amp;nbsp; Manual Combination generate option.&lt;/LI&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;Open Load &amp;gt; Combination table.&lt;/LI&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;Go to Edit tab.&lt;/LI&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;With right mouse button open Table column and check on Type of Combination, then OK.&lt;/LI&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;Select all Accidental combinations.&lt;/LI&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;With right Ctrl pressed select Combination type column.&lt;/LI&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;With right mouse button select Fill Special.&lt;/LI&gt;
&lt;LI style="margin: 0px; padding: 0px;"&gt;Change selected combination type to ULS.&lt;BR /&gt;Accidental combinations, changed into ULS will be used for stability check in RC spread footing module&amp;nbsp;&lt;/LI&gt;
&lt;/OL&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;
&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>Tue, 28 May 2019 07:02:19 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/exceptional-load/m-p/8817538#M24697</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2019-05-28T07:02:19Z</dc:date>
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