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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>ANALYSIS TAKING TOO LONG</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/226463/analysis-taking-too-long</link><description>Highrise building (G+40) with shearwalls takes a lot of time to analyze in STAAD CONNECT Series comes triangular factorization no matter how I space the mesh! Is there a solution?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: ANALYSIS TAKING TOO LONG</title><link>https://communities.bentley.com/thread/699203?ContentTypeID=1</link><pubDate>Tue, 01 Mar 2022 12:12:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:26ab6bc3-fe59-430e-b2e2-3714b5cbcca1</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;Run time depends on a lot of points like number of beams, plates, load case and combinations etc. Also, if you have requested for a p-delta analysis it may take higher time. On the other hand the system configuration plays a vital role in run time too. If you can share the model with us we can investigate and let you know if there is a way to reduce run time.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>