<?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>Difference between STAAD Pro. and Manual Calculation for Concrete column design</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/226948/difference-between-staad-pro-and-manual-calculation-for-concrete-column-design</link><description>I design a very simple column to verify the concrete column design using ACI-08. 
 
 Column Size : 250 mm x 250 mm 
 Bar arrangement : 4-D20, (D12 @ 250 mm for tie) 
 
 However, P-bal and M-bal in Analysis output are not same with manual calculation.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Difference between STAAD Pro. and Manual Calculation for Concrete column design</title><link>https://communities.bentley.com/thread/701026?ContentTypeID=1</link><pubDate>Mon, 14 Mar 2022 09:42:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a8a7c13b-7ea4-4e88-a552-33a9f0dbe73d</guid><dc:creator>HYUNIL BAEK</dc:creator><description>&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Column-Hand-Calculation.xlsx"&gt;communities.bentley.com/.../Column-Hand-Calculation.xlsx&lt;/a&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Column-Test.STD"&gt;communities.bentley.com/.../Column-Test.STD&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Difference between STAAD Pro. and Manual Calculation for Concrete column design</title><link>https://communities.bentley.com/thread/701017?ContentTypeID=1</link><pubDate>Mon, 14 Mar 2022 09:10:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ce8b9bae-6dc2-458d-bcd6-c1d8b5d4c38d</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Please attach the related model and your hand calculations.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Difference between STAAD Pro. and Manual Calculation for Concrete column design</title><link>https://communities.bentley.com/thread/700914?ContentTypeID=1</link><pubDate>Sun, 13 Mar 2022 23:31:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3448f7e9-22bd-4704-9d98-4d039171734d</guid><dc:creator>HYUNIL BAEK</dc:creator><description>&lt;p&gt;The cover depth is 30mm.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>