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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>Design of RCC columns for torsion effect in RCDC</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/248327/design-of-rcc-columns-for-torsion-effect-in-rcdc</link><description>1: Can RCDC design RCC columns for torsion effect (torsional moment or moment about longitudinal axis) ? 
 2: As per which clause of Indian code used for the same, as Indian clause not clearly say for design of columns for torsion. 
 3: Does RCDC incorporate</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Design of RCC columns for torsion effect in RCDC</title><link>https://communities.bentley.com/thread/775779?ContentTypeID=1</link><pubDate>Tue, 01 Aug 2023 06:27:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:206a8e1d-4e88-4df0-990f-9bbe254b6336</guid><dc:creator>Rahul Brijpuriya</dc:creator><description>&lt;p&gt;&amp;nbsp;&lt;a href="/members/70c7ce17_2d00_d102_2d00_4055_2d00_96fc_2d00_802d032d7d3c"&gt;Abhijeet Gundaye&lt;/a&gt;&amp;nbsp;I have posted many ideas but till now it is not reflected in the section as it always under review&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of RCC columns for torsion effect in RCDC</title><link>https://communities.bentley.com/thread/775776?ContentTypeID=1</link><pubDate>Tue, 01 Aug 2023 06:15:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8b3dbfbd-8a13-4990-b9df-27b71160dcf7</guid><dc:creator>Abhijeet Gundaye</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;Thank you for your suggestions.&lt;/p&gt;
&lt;p&gt;The column to be designed for torsion. I would request you to this requirement on IDEA section which is available on Bentley communities.&amp;nbsp;&lt;a href="https://staad-brand.ideas.aha.io/?project=SCONC"&gt;STAAD Brand Ideas Portal (aha.io)&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;this makes us easy to consider these types of enhancements in future based on user&amp;#39;s demand.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of RCC columns for torsion effect in RCDC</title><link>https://communities.bentley.com/thread/775749?ContentTypeID=1</link><pubDate>Tue, 01 Aug 2023 04:34:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:647ecb06-9bba-4729-a8ee-ed6d66b0dcf0</guid><dc:creator>Sahil Shaikh</dc:creator><description>&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/IMG_5F00_20230801_5F00_094935.jpg" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;If the RCC beam is subjected to heavy axial load and biaxial moment, then the RCDC design that beam as a column as per above snap, than why not&amp;nbsp; vice versa process is applied for column as per&amp;nbsp; IS 456 clause 41.3 and 41.4 by taking value of equivalent moment and shear, and design the column for torsion for that value of equivalent shear and moment ? and design the longitudinal and lateral reinforcement for the same ?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Is this approach correct?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of RCC columns for torsion effect in RCDC</title><link>https://communities.bentley.com/thread/775743?ContentTypeID=1</link><pubDate>Tue, 01 Aug 2023 03:58:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1cc6419e-c449-4330-9c24-24797235197f</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;It depends on Code. For ACI code Yes, Indian Code No.&lt;/p&gt;
&lt;p&gt;Refer help file to know more.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of RCC columns for torsion effect in RCDC</title><link>https://communities.bentley.com/thread/775739?ContentTypeID=1</link><pubDate>Tue, 01 Aug 2023 03:44:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:709e19b8-1786-4c74-99ba-348867da1954</guid><dc:creator>Sahil Shaikh</dc:creator><description>&lt;p&gt;1:Can staad pro design RCC column for torsion ?&lt;/p&gt;
&lt;p&gt;2 do staad incorporate effect of torsion in combined interaction ratio?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of RCC columns for torsion effect in RCDC</title><link>https://communities.bentley.com/thread/775735?ContentTypeID=1</link><pubDate>Tue, 01 Aug 2023 03:24:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e1669923-b25c-4e43-b333-dafbc079c2ea</guid><dc:creator>Abhijeet Gundaye</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;RCDC do not design column for torsion. As you rightly mentioned, there are no clear guidelines to design of column for torsion moment.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>