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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>Wind load problem</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/137079/wind-load-problem</link><description>Hi, does anyone knows how to apply the wind load in STAAD pro? For what I have learned, when a wind pressure acting on windward wall, it should have considered pressures on side walls, leeward wall and suction of roof. However, after watching a number</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Wind load problem</title><link>https://communities.bentley.com/thread/414883?ContentTypeID=1</link><pubDate>Tue, 06 Jun 2017 17:16:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:78f7a179-7e26-42de-97e0-28da7b4c06fc</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;This is explained in the following forum post&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/structural/structural_analysis___design/f/5932/p/96603/282699#282699"&gt;communities.bentley.com/.../282699&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>