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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/"><channel><title>Tapon Chakrabarti's Communities Activities</title><link>https://communities.bentley.com/members/22f80799_2d00_fd11_2d00_4a4e_2d00_88d2_2d00_63eaded01ff6</link><description>Recent activity for people in Tapon Chakrabarti's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>How to design a complex (L-Shaped) geometrical R.C.C. column in staad pro ?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/155440/how-to-design-a-complex-l-shaped-geometrical-r-c-c-column-in-staad-pro</link><pubDate>Wed, 30 May 2018 20:21:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e2085c2b-d605-4d20-92be-84b706e1b255</guid><dc:creator>Tapon Chakrabarti</dc:creator><description>&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/33357366_5F00_1808020825907364_5F00_4980547378995003392_5F00_n.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Shear wall in Staad advanced concrete design.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/168178/shear-wall-in-staad-advanced-concrete-design</link><pubDate>Tue, 18 Sep 2018 10:51:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ae9a8502-3378-40a2-8f75-43b1049d5ea1</guid><dc:creator>Tapon Chakrabarti</dc:creator><description>&lt;p&gt;Seeking attention:&lt;/p&gt;
&lt;p&gt;I was modeling a 4th stored building in Staad. Which was holding R.C.C-Column,Beam,Slab &amp;amp; &lt;span style="color:#99cc00;font-family:impact, chicago;font-size:200%;"&gt;Shear-wall&lt;/span&gt;. After completing the project while i tried to import the file in RCDC for detailing purpose, its doesn&amp;#39;t showing the shear walls in Column &amp;amp; Wall Section.Its also showing missing Beams, while i tried to import beams for detailing.These beams were those beams which was above shear wall.&lt;/p&gt;
&lt;p&gt;Am i making mistake ?&lt;/p&gt;
&lt;p&gt;Help me how to solve this problem. How can i import shear wall i &lt;span style="color:#ff0000;font-family:impact, chicago;font-size:150%;"&gt;STAAD RCDC&lt;/span&gt;?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>STAAD: How to load a surface element with vertical loads?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/125596/staad-how-to-load-a-surface-element-with-vertical-loads</link><pubDate>Thu, 01 Sep 2016 17:05:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0207ac93-c87f-46d3-bb96-323eea9bcbca</guid><dc:creator>Dennis Dolor</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I&amp;#39;m modelling a concrete shear wall using surface elements. The shear walls needs to support gravity load as well, What is the proper way to model this in STAAD? &lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks,&lt;/p&gt;
&lt;p&gt;Dennis&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>What should i do when axial stress on a beam exceeds 0.1 Fck according to IS-13920?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/129758/what-should-i-do-when-axial-stress-on-a-beam-exceeds-0-1-fck-according-to-is-13920</link><pubDate>Sat, 17 Dec 2016 10:57:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:08be85bc-9376-46a9-aa3b-0092ee7fc334</guid><dc:creator>aamir hussain</dc:creator><description>&lt;p&gt;While designing a G+5 building,the axial stress exceeds 0.1fck, is the problem in giving any command?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to solve Detailing failure of Beam in Staad RCDC?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/158846/how-to-solve-detailing-failure-of-beam-in-staad-rcdc</link><pubDate>Mon, 30 Jul 2018 19:15:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:037e9ddd-3b72-40d8-ad1e-7010c0ead779</guid><dc:creator>Tapon Chakrabarti</dc:creator><description>&lt;p&gt;I am working of a factory building,&lt;/p&gt;
&lt;ol&gt;
&lt;li&gt;area of &lt;span style="color:#ff6600;"&gt;(119578*46422)&lt;/span&gt;sq.mm .&lt;/li&gt;
&lt;li&gt;Its holding Live Load of 130 psf .&lt;/li&gt;
&lt;li&gt;Columns 20 Nos. in long &amp;amp; 8 Nos.in short direction&lt;/li&gt;
&lt;li&gt;Dead Load is of Main wall(0.8353 ksf)+Partition wall(0.363 ksf)+Floor Finish(0.03 ksf)+Self Weight(-1)+Parapet wall(0.11 ksf)&lt;/li&gt;
&lt;li&gt;fy=60,000psi &amp;amp; fc&amp;#39;=2500psi&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;But after importing &amp;amp; designing in Staad RCDC its showing -&amp;quot;Detailing failure&amp;nbsp;&amp;quot;.&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;How to solve this problem , Guys help me?&lt;/li&gt;
&lt;li&gt;Why this problem is showing , can any one tell me ?&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;By the way I have tried a lot of dimensions[(18"*24"),(24"*24"),(30"*30"),(20"*16"),(36"*36")] but neither of them worked .&lt;/p&gt;
&lt;p&gt;Columns beneath are (600*600) &amp;amp; (450*750)mm&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt="RCDC- Material used " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/2018_2D00_07_2D00_31-_2800_1_2900_.png" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/2018_2D00_07_2D00_31.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Slab Design by plate.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/158739/slab-design-by-plate</link><pubDate>Fri, 27 Jul 2018 12:00:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e15db382-b999-4c9f-8b4f-88f169c284f4</guid><dc:creator>Tapon Chakrabarti</dc:creator><description>&lt;p&gt;&lt;img alt="Six joint " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/2018_2D00_07_2D00_27.png" /&gt;&amp;nbsp; I can not add plate to this area. Im not under standing this. How to add plate here&amp;nbsp; for design of slab?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Wed, 30 May 2018 14:27:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1e95c83e-e57c-4b52-aebe-f59f8ff6b072</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>