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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>RCDC - Slenderness Moment - effective depth</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/236295/rcdc---slenderness-moment---effective-depth</link><description>Dear, 
 In column design as per EN 1992, in calculation of slenderness moment formula used for: 
 deff,slend= (D&amp;#39;/2)+Is. 
 This formula should be used in a case that reinforcement arrangement is parallel to the plane of bending (ch. 5.8.8.3(2)). 
 In</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RCDC - Slenderness Moment - effective depth</title><link>https://communities.bentley.com/thread/734880?ContentTypeID=1</link><pubDate>Mon, 03 Oct 2022 13:04:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9bc96b5f-5f0e-4976-9ae3-8fbfce4e0865</guid><dc:creator>Ivan Hadži Bošković</dc:creator><description>&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/RC-pined-column-design.pdf"&gt;communities.bentley.com/.../RC-pined-column-design.pdf&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RCDC - Slenderness Moment - effective depth</title><link>https://communities.bentley.com/thread/734871?ContentTypeID=1</link><pubDate>Mon, 03 Oct 2022 12:17:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:160c99d1-c244-416d-925d-7b4cea4f9486</guid><dc:creator>Nidhi Valia</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;Pls share the Design calculation report so that we can take it as an example and elaborate more on what we are doing.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;We will provide you with the clarification based on the example you share.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Just provide the complete design info provided through report so that it will be better for both of us&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RCDC - Slenderness Moment - effective depth</title><link>https://communities.bentley.com/thread/734623?ContentTypeID=1</link><pubDate>Fri, 30 Sep 2022 09:49:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2e770ef4-4e31-4383-9544-e6273f2ad810</guid><dc:creator>Ivan Hadži Bošković</dc:creator><description>&lt;p&gt;Any reply please.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>