<?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>ACI318 SLAB DESIGN</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/194332/aci318-slab-design</link><description>Googevening, 
 performing concrete slab verification with staad pro (ACI Code), I noticed some discrepancies between input data definition, as reported below: 
 
 and output results obtanained from calculations are listed below: 
 
 in particular the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: ACI318 SLAB DESIGN</title><link>https://communities.bentley.com/thread/576212?ContentTypeID=1</link><pubDate>Tue, 24 Mar 2020 19:23:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:55a02368-a952-4f44-8b0b-3662b9be2978</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;For the records, this question has been answered in a separate thread&amp;nbsp;as noted below&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/f/ram-staad-forum/194331/aci-318-slab-checks"&gt;https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/194331/aci-318-slab-checks&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>