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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>Shear wall design</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/133613/shear-wall-design</link><description>Hi Everyone, 
 
 How does staad treat out of plane forces in the design of shear walls? As I&amp;#39;ve never seen Staad generate an interaction diagram for the design of these members. Which design methodology does staad employ in its shear wall designs?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Shear wall design</title><link>https://communities.bentley.com/thread/408193?ContentTypeID=1</link><pubDate>Mon, 03 Apr 2017 20:48:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:93799fe4-cfe3-4d73-97fc-eed74799922b</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;The design of shear walls subjected to out of plane bending and compression is carried out as per the Alternate Design of Slender Walls ( Section 14.8 of Chapter 14 of the ACI code). This is mentioned in the technical reference manual section 3.8.2 titled Shear Wall Design.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>