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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>Application of load on dummy beam</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/239314/application-of-load-on-dummy-beam</link><description>Hello i want to apply a load of 3kN/M2 on a plate element of 150mm thick which spans 0.9m x 2m so i created a dummy beam. 1) will one single dummy beam be enough? 2) will i have to convert the load to a line load (i.e: from per M2 to per m) or apply the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Application of load on dummy beam</title><link>https://communities.bentley.com/thread/745397?ContentTypeID=1</link><pubDate>Fri, 09 Dec 2022 07:45:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3e144006-1946-40b3-8749-934233242d1f</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;You need to convert the plate pressure loading to UDL in the beam.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>