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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/111466/ram-structural-system-steel-beam-crash</link><description>I am having a problem running a certain model in RAM Structural System v14.07. The building is composite steel framing with steel columns, concrete shear walls, and the lowest level is a concrete two way slab. 
 I have the building fully modeled, but</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339989?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 18:07:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:da9366ed-adae-4129-98cf-45588fde801f</guid><dc:creator>Kyle Poklar</dc:creator><description>Thank you for your help!&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339988?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 18:05:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:75890c24-498d-4119-ae86-d14e5450a361</guid><dc:creator>Seth Guthrie</dc:creator><description>Either that, or model another beam line along the second slab edge. You&amp;#39;ll find a recent discussion about that here: &lt;a href="https://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/111398"&gt;communities.bentley.com/.../111398&lt;/a&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339986?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 17:58:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b18ee4df-7ff0-4331-9310-cd8349eb1287</guid><dc:creator>Kyle Poklar</dc:creator><description>So do I model the slab edge as the perimeter and change the deck type and orientation with the Deck Assign Tool?&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339984?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 17:53:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:269d0eb5-0433-49f1-9633-120b3c4dd035</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;It&amp;#39;s a little misleading. It certainly appears to crash on the top level, but I think it&amp;#39;s really crashing when it gets to the 5th level.&lt;/p&gt;
&lt;p&gt;There are some warnings related to the slab edges on the 5th level when I run it here. When the slab edges are deleted from the 5th level, then the whole model works.&lt;/p&gt;
&lt;p&gt;The various perimeter slab edges/diaphragms are causing the problems. Here&amp;#39;s an image to illustrate:&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/beam_5F00_line_5F00_slab_5F00_edge.png"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-discussions-components-files/5932/beam_5F00_line_5F00_slab_5F00_edge.png" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339973?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 17:11:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e506e50e-13f8-47a1-bcf8-27989ab7faf5</guid><dc:creator>Kyle Poklar</dc:creator><description>The only issue occurs on the roof level (TOS 06). I sent the model through the secure file upload to have you take a look. It appears beams that are supported by transfer columns are part of the issue.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339962?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 16:30:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e4591a98-359f-4550-b00a-fe108af8db55</guid><dc:creator>Seth Guthrie</dc:creator><description>Using the fence report is a good way to chase it down (or you can modify the model, running it one floor at a time). Send the model over with the Secure File upload link/instructions below left if you want us to take a 2nd look.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339960?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 16:24:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1f10efeb-e178-43e3-b420-93d53c1c58dd</guid><dc:creator>Kyle Poklar</dc:creator><description>It&amp;#39;s crashing during the design phase, and using the View/Update tool (as well as the beam design - fence tool) works for designing beams. Should I just use this method to chase through the model and find the beams that are causing issues?&lt;br /&gt;
&lt;br /&gt;
The steel column module does work, and I have not tried to run RAM Frame yet.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System Steel Beam Crash</title><link>https://communities.bentley.com/thread/339949?ContentTypeID=1</link><pubDate>Wed, 23 Sep 2015 16:02:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ec39e8ab-1b42-46d1-bd1c-a3ee39c5c363</guid><dc:creator>Seth Guthrie</dc:creator><description>If it&amp;#39;s crashing during the framing table process, prior to design I would check into this topic: &lt;a href="https://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/ram-ss-common-framing-table-errors-tn"&gt;communities.bentley.com/.../ram-ss-common-framing-table-errors-tn&lt;/a&gt;&lt;br /&gt;
Forcing a reframe as mentioned at the bottom is a quick thing to try. &lt;br /&gt;
If it&amp;#39;s crashing during the design phase I would try using view/update (or report - beam design - fence) on select beams to see if it&amp;#39;s all beams, or some specific beam. &lt;br /&gt;
Another test is to see if other modules, like the Steel Column and Ram Frame Analysis work or not.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>