<?xml version="1.0" encoding="UTF-8" ?>
<?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>No beam under Line Load</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/182118/no-beam-under-line-load</link><description>Is it possible to have a line load on the deck directly, without having a beam modeled under the line load? Will the loads be distributed by the deck?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: No beam under Line Load</title><link>https://communities.bentley.com/thread/699197?ContentTypeID=1</link><pubDate>Tue, 01 Mar 2022 11:17:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:34892f3e-97ce-4b9c-81c3-58dc3812133d</guid><dc:creator>Joseph Lucas Magare</dc:creator><description>&lt;p&gt;Yes its possible please check on this post Abhisek M has elaborated very well and its simple to understand&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/225637/how-to-apply-partial-pressure-on-a-plate-staad-pro-c-e"&gt;communities.bentley.com/.../how-to-apply-partial-pressure-on-a-plate-staad-pro-c-e&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: No beam under Line Load</title><link>https://communities.bentley.com/thread/697521?ContentTypeID=1</link><pubDate>Sat, 19 Feb 2022 00:20:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b8421076-556a-4add-b532-a36c2575218a</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Floor loads in Staad or Area loads in Ram Elements are a mechanism to transfer loads to the surrounding beams. You can have a beam within the area that is not loaded, but the floor load patch always needs to be bound by a series of beams.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: No beam under Line Load</title><link>https://communities.bentley.com/thread/697511?ContentTypeID=1</link><pubDate>Fri, 18 Feb 2022 22:04:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b1988321-1e2c-4137-bc5d-6720053f53a1</guid><dc:creator>KLAO</dc:creator><description>&lt;p&gt;Is this possible in Staad.Pro? I&amp;#39;m trying to find out how to apply line/floor/area loads on a no beam line. Is a dummy beam a correct solution? Just for loading purposes only&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: No beam under Line Load</title><link>https://communities.bentley.com/thread/531239?ContentTypeID=1</link><pubDate>Fri, 05 Jul 2019 21:15:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cd892b49-5229-4028-b019-6e5caed6cb8c</guid><dc:creator>Karthik Madhur</dc:creator><description>&lt;p&gt;Thanks Seth, Yes, I have done it.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: No beam under Line Load</title><link>https://communities.bentley.com/thread/531238?ContentTypeID=1</link><pubDate>Fri, 05 Jul 2019 21:06:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:34e36984-bafa-4530-9ecd-f05ca86e9d90</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Yes, you can do that in RAM Structural System.&amp;nbsp; It looks like you already tried it, was there some problem?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>