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    <title>topic Re: Envelope result of seismic load combinations crashes the program in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10814748#M12338</link>
    <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10736530"&gt;@gary.iwansantoso6FRXD&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;When equivalent lateral force method is used for seismic loads generation structure objects should be divided according to stories definition. Results for panels are generated in reasonable time&amp;nbsp; (even for envelopes). Problem is with diagrams for bars. It takes too much time (for such model size) I will discuss it with development. Maybe it is not optimized procedure for combinations including seismic cases. For now you fust need to wait.&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Fri, 10 Dec 2021 15:46:11 GMT</pubDate>
    <dc:creator>Krzysztof_Wasik</dc:creator>
    <dc:date>2021-12-10T15:46:11Z</dc:date>
    <item>
      <title>Envelope result of seismic load combinations crashes the program</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10810895#M12334</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I've got a building model where I'm looking to envelope results to find the maximum moments/shears etc. The problem is that the program becomes non-responding and crashes whenever I select "combinations" in the load case list to display an envelope.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;This is the first time I've used RSA for seismic design so I'm wondering if anyone can take a look at my model and see if I've defined something incorrectly such that the sheer amount of data is crashing the program.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I'm using Robot 2022, link to model here:&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;A href="https://drive.google.com/file/d/1HFankc-cw8cwSTJNM_YumVJEyDPJJiqr/view?usp=sharing" target="_blank"&gt;https://drive.google.com/file/d/1HFankc-cw8cwSTJNM_YumVJEyDPJJiqr/view?usp=sharing&lt;/A&gt;&lt;/P&gt;&lt;P&gt;Cheers,&lt;/P&gt;</description>
      <pubDate>Thu, 09 Dec 2021 07:01:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10810895#M12334</guid>
      <dc:creator>gary.iwansantoso6FRXD</dc:creator>
      <dc:date>2021-12-09T07:01:30Z</dc:date>
    </item>
    <item>
      <title>Re: Envelope result of seismic load combinations crashes the program</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10811184#M12335</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10736530"&gt;@gary.iwansantoso6FRXD&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Could you please explain for what type of results, (tables - which table, maps- which type of results ) you are presenting when program crashes after combination selection. I have tried to display results envelope for different type of results and I am able to do that.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I was able to obtain envelope for panel results in table.&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Krzysztof_Wasik_0-1639041158678.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/999190iFDBAEB713DF5256F/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Krzysztof_Wasik_0-1639041158678.png" alt="Krzysztof_Wasik_0-1639041158678.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;Reaction table envelope&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Krzysztof_Wasik_1-1639041205243.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/999191i15E2D110D190A9E6/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Krzysztof_Wasik_1-1639041205243.png" alt="Krzysztof_Wasik_1-1639041205243.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;Moment maps envelope&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Krzysztof_Wasik_2-1639041269846.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/999192iA89DAA3CB8E4624F/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Krzysztof_Wasik_2-1639041269846.png" alt="Krzysztof_Wasik_2-1639041269846.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;Program does not crashes while results presentation.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Please describe steps you do to get program crashed.&lt;/P&gt;</description>
      <pubDate>Thu, 09 Dec 2021 09:18:02 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10811184#M12335</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2021-12-09T09:18:02Z</dc:date>
    </item>
    <item>
      <title>Re: Envelope result of seismic load combinations crashes the program</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10811220#M12336</link>
      <description>&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10736530"&gt;@gary.iwansantoso6FRXD&lt;/a&gt;&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10736530"&gt;@gary.iwansantoso6FRXD&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Here no problem to display effort table, but diagram of memeber took a big amount of time&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="table 2.png" style="width: 462px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/999200i97C07E65FEF6FCB1/image-dimensions/462x190?v=v2" width="462" height="190" role="button" title="table 2.png" alt="table 2.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="table 1.png" style="width: 528px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/999202i994530D30D8AD1E4/image-dimensions/528x320?v=v2" width="528" height="320" role="button" title="table 1.png" alt="table 1.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Enveloppe.png" style="width: 470px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/999203i6865E13C4CB093D0/image-dimensions/470x400?v=v2" width="470" height="400" role="button" title="Enveloppe.png" alt="Enveloppe.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 09 Dec 2021 09:30:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10811220#M12336</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-12-09T09:30:50Z</dc:date>
    </item>
    <item>
      <title>Re: Envelope result of seismic load combinations crashes the program</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10813293#M12337</link>
      <description>&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/7331480"&gt;@Krzysztof_Wasik&lt;/a&gt;&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/902450"&gt;@Simau&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In this instance I'm looking to generate the diagram for membrane forces to view the results of the individual walls in the core walls.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;You're both right when the table results generate fine, but I'm hoping I can use the diagrams to help visualise the results. This is what takes a long time to generate and crashes the program most of the time.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Do I perhaps have too many combinations defined (i.e - some redundant ones)? I would think an envelope is simply a juxtaposition of results. Perhaps I should have defined the core wall as a single element instead of split by stories?&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="garyiwansantoso6FRXD_0-1639097907113.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/999627i007140F572C7A11A/image-size/medium?v=v2&amp;amp;px=400" role="button" title="garyiwansantoso6FRXD_0-1639097907113.png" alt="garyiwansantoso6FRXD_0-1639097907113.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 10 Dec 2021 01:04:38 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10813293#M12337</guid>
      <dc:creator>gary.iwansantoso6FRXD</dc:creator>
      <dc:date>2021-12-10T01:04:38Z</dc:date>
    </item>
    <item>
      <title>Re: Envelope result of seismic load combinations crashes the program</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10814748#M12338</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/10736530"&gt;@gary.iwansantoso6FRXD&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;When equivalent lateral force method is used for seismic loads generation structure objects should be divided according to stories definition. Results for panels are generated in reasonable time&amp;nbsp; (even for envelopes). Problem is with diagrams for bars. It takes too much time (for such model size) I will discuss it with development. Maybe it is not optimized procedure for combinations including seismic cases. For now you fust need to wait.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 10 Dec 2021 15:46:11 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10814748#M12338</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2021-12-10T15:46:11Z</dc:date>
    </item>
    <item>
      <title>Re: Envelope result of seismic load combinations crashes the program</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10823510#M12339</link>
      <description>&lt;P&gt;Thanks&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/7331480"&gt;@Krzysztof_Wasik&lt;/a&gt;. I suppose then there's nothing much I can do at the moment.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Diagrams for bars was not turned on during my generation of envelopes, unless you meant the calculation of the results in general?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Either way I have resorted to flicking through each case supported by expectations of which case is likely to generate the worst loads. Tables were also a good alternative.&lt;/P&gt;</description>
      <pubDate>Wed, 15 Dec 2021 00:22:59 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/envelope-result-of-seismic-load-combinations-crashes-the-program/m-p/10823510#M12339</guid>
      <dc:creator>gary.iwansantoso6FRXD</dc:creator>
      <dc:date>2021-12-15T00:22:59Z</dc:date>
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