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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>Why wind loads are different in this simple building?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/242154/why-wind-loads-are-different-in-this-simple-building</link><description>Hi, 
 I watched the Bentley tutortial video &amp;quot;Analyzing Combined Steel &amp;amp; Masonry Buildings in RAM Structural System and RAM Elements&amp;quot; and built a simple building to play around. Basically I modeled a simple 2-story building enclosed by CMU shear walls</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Why wind loads are different in this simple building?</title><link>https://communities.bentley.com/thread/755120?ContentTypeID=1</link><pubDate>Mon, 27 Feb 2023 16:59:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1994d4cb-d2c0-4bb5-9e46-965f68c872ba</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;These two wiki should help to explain things. Whether analyzed in Ram SS or in Ram Elements the principles are the same.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/7578/ram-ss-walls-faq"&gt;RAM SS Walls FAQ&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8174.aspx"&gt;RAM SS - Rigid Diaphragm Constraints and Frame Shear [TN]&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>