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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>STAAD Foundation Advanced - Pedestal Reinforcement Ratio</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203402/staad-foundation-advanced---pedestal-reinforcement-ratio</link><description>Hello, 
 I am designing an isolated spread footing using ACI 318-05 with SFA Build 9.2.0.34. When designing the pedestal SFA provides an area steel of around 1% the gross area of the pedestal. However, ACI 318-05 Section 10.8.4 and 15.8.2.1 state a steel</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: STAAD Foundation Advanced - Pedestal Reinforcement Ratio</title><link>https://communities.bentley.com/thread/619588?ContentTypeID=1</link><pubDate>Thu, 12 Nov 2020 06:24:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7a7b6bff-af44-4396-933e-ea9a1bfcb015</guid><dc:creator>Kris Sathia</dc:creator><description>&lt;p&gt;There was a reporting error in the summary table in Builds 9.3.0 and older, and was corrected in the most recent release - 9.4.0.20.&lt;/p&gt;
&lt;p&gt;Scroll down and go to the details of the shear design of the pedestal. You should find the correct value like that shown in this figure.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Rebar-links.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD Foundation Advanced - Pedestal Reinforcement Ratio</title><link>https://communities.bentley.com/thread/619564?ContentTypeID=1</link><pubDate>Thu, 12 Nov 2020 05:05:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:88e6d0c6-6e29-483e-9965-5e006d2d6614</guid><dc:creator>SASIRUBAN LOGANATHAN</dc:creator><description>&lt;p&gt;Hi Mr.Sye,&lt;/p&gt;
&lt;p&gt;As per the summary table ( to ACI ), the stump rebar is shown like #&amp;nbsp;6 @ 5.00mm , so that means 6mm dia. bars , what the @ 5mm refers ?&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/1007.Untitled.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD Foundation Advanced - Pedestal Reinforcement Ratio</title><link>https://communities.bentley.com/thread/609926?ContentTypeID=1</link><pubDate>Fri, 18 Sep 2020 21:52:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9ba643e6-0b93-43e7-8fae-e83d83404dde</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Unfortunately I don&amp;#39;t think you can control the minimum reinforcement for the pedestal anymore. An alternative would possibly be to not have the pedestal and adjust the column dimensions so that these match the pedestal dimensions. However if you go that route, please make sure that additional moments due to horizontal shears at the column bases ( = shear x pedestal height ) are manually added to the column loads.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>