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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>DAM with Tension-only members</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/76666/dam-with-tension-only-members</link><description>Are there any plans to revise STAAD so that it will be able to use the direct analysis method (DAM) on stuctures with tension-only members? 
 In the mean time, does anyone have a suggestion on how the direct analysis method could be simulated on structures</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: DAM with Tension-only members</title><link>https://communities.bentley.com/thread/296511?ContentTypeID=1</link><pubDate>Tue, 19 Aug 2014 16:11:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d660ca47-90ed-4775-9960-338f6387421c</guid><dc:creator>Reginald O&amp;amp;#39;Neal</dc:creator><description>&lt;p&gt;Is there an update on when the enhancements will be available?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: DAM with Tension-only members</title><link>https://communities.bentley.com/thread/208660?ContentTypeID=1</link><pubDate>Fri, 11 May 2012 18:06:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4687e053-a8f4-4306-b077-48d059e90de7</guid><dc:creator>Kris Sathia</dc:creator><description>&lt;p&gt;Your request is on the list of enhancements proposed for a future release.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>