<?xml version="1.0" encoding="UTF-8" ?>
<?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>AISC 9th Manual, Adjustment to the compression capacity due to local slenderness of compressed element</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174881/aisc-9th-manual-adjustment-to-the-compression-capacity-due-to-local-slenderness-of-compressed-element</link><description>Does Staad check local slenderness and adjust compression capacity of sections as per AISC 9th Edition Appendix B5 in case of slender flange/web? 
 If yes, please descibe the procedure.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: AISC 9th Manual, Adjustment to the compression capacity due to local slenderness of compressed element</title><link>https://communities.bentley.com/thread/506090?ContentTypeID=1</link><pubDate>Fri, 15 Feb 2019 12:29:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b485466c-a991-44ac-bd6c-7f2067f9632c</guid><dc:creator>Ulvi Rahmanli</dc:creator><description>&lt;p&gt;No response?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>