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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>LINEAR LOAD ON PLATE</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/214248/linear-load-on-plate</link><description>Hello, 
 Is there a way to apply a linear distributed load directly on a plate without having to create a beam with physical properties for the load to be applied? 
 For example, along the distance of 9,701m shown in the image below. 
 
 
 Thanks in advance</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: LINEAR LOAD ON PLATE</title><link>https://communities.bentley.com/thread/651408?ContentTypeID=1</link><pubDate>Mon, 24 May 2021 09:18:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b7718e26-e31c-4969-9e6d-0b376025de25</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;You may apply the UDL as series of concentrated loads or partial plate pressure load. In this case, creating a dummy member and apply UDL on it would be the most simple approach, I think.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>