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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>AITC code check</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/210906/aitc-code-check</link><description>Hi, 
 I&amp;#39;m running an AITC code check on a wood floor system. The ANL file gives the check for each member, but for actual stresses it takes the stress at the member START. I see LOCATION is 0.0000. I have BEAM = 1, but that seems to have no effect. Can</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: AITC code check</title><link>https://communities.bentley.com/thread/638461?ContentTypeID=1</link><pubDate>Wed, 10 Mar 2021 20:02:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:36137a6c-2e7a-4db7-a552-99baa63c5548</guid><dc:creator>PvB</dc:creator><description>&lt;p&gt;I found one more aspect of this problem of BEAM =1 not working, It does work with the older AITC 1984 (TIMBER) code check. So I read that SELECT is not working with AITC 1994 (AITC) and it looks like BEAM is also not working. That&amp;#39;s too bad. It really makes STAAD pretty defective for wood design.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>