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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>Floor load generation in staad pro</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/58998/floor-load-generation-in-staad-pro</link><description>Hey can anyone guide me in the generation of the floor load how to assign it.Is it necessary to have a plate element for the generation of the floor load . How does the staad works on this command?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Re: Floor load generation in staad pro</title><link>https://communities.bentley.com/thread/140713?ContentTypeID=1</link><pubDate>Tue, 17 Aug 2010 04:45:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5a46c70f-de30-413b-b7b4-09eb9fe08746</guid><dc:creator>SKLose</dc:creator><description>&lt;p&gt;Here is one more&lt;/p&gt;
&lt;p&gt;&lt;a rel="nofollow" target="_new" href="http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/p/56314/132775.aspx#132775"&gt;communities.bentley.com/.../132775.aspx&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Floor load generation in staad pro</title><link>https://communities.bentley.com/thread/140712?ContentTypeID=1</link><pubDate>Tue, 17 Aug 2010 04:41:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:46bf55c5-10f9-4a15-9fee-7c596b1f75b5</guid><dc:creator>SKLose</dc:creator><description>&lt;p&gt;This topic has been discussed a few times on this forum. Here are some links.&lt;/p&gt;
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