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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 Frame crashes during analysis  (wind load crash - seismic works)</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/171910/ram-frame-crashes-during-analysis-wind-load-crash---seismic-works</link><description>I have a pesky model that I&amp;#39;ve been working through. Originally having issues with a sloped semi-rigid diaphragm at the high roof, I eventually changed it to be flat in order to get a first pass on the model. 
 Dead, Live, Roof, Seismic, COR, Eigen Solution</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Frame crashes during analysis  (wind load crash - seismic works)</title><link>https://communities.bentley.com/thread/495224?ContentTypeID=1</link><pubDate>Tue, 04 Dec 2018 18:28:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:22f4557e-5372-44ac-afa2-36c22cb0db68</guid><dc:creator>Jordan Rutherford</dc:creator><description>&lt;p&gt;As always - thank you Seth! I did have two decks modeled and 15.11 now allows it to run.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Frame crashes during analysis  (wind load crash - seismic works)</title><link>https://communities.bentley.com/thread/495198?ContentTypeID=1</link><pubDate>Tue, 04 Dec 2018 16:06:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:50faca55-7837-4833-aa08-d846e6a3a8a9</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;If you are running a diaphragm with multiple decks in version 15.07, you might be hitting this.&amp;nbsp;&lt;/p&gt;
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&lt;div class="info-text-wrapper"&gt;Defect 814947:&amp;nbsp;&lt;span class="info-text"&gt;Crash - wind load - semi rigid diaphragm - 4 deck polygons. It was resolved in 15.08.&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
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