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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>story shear on None Diaphragm</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/211623/story-shear-on-none-diaphragm</link><description>Building story shear shows story shears on &amp;quot;None&amp;quot; diaphragm. See below. 
 
 Loads and Applied Forces shows correct diaphragm forces. 
 
 
 This happens for all load cases. &amp;quot;Masses&amp;quot; and &amp;quot;Gravity Loads&amp;quot; seem to be correct. Any help would be appreciated</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: story shear on None Diaphragm</title><link>https://communities.bentley.com/thread/641061?ContentTypeID=1</link><pubDate>Wed, 24 Mar 2021 23:20:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:132fd39d-9581-4f5a-9225-c0867b4708bd</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Some nodes are not connected to the diaphragm. See:&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/8430/ram-frame---building-and-frame-story-shear"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/8430/ram-frame---building-and-frame-story-shear&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;See also:&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/17968/ram-frame---masses"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/17968/ram-frame---masses&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>