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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>A Kailasa Rao's Communities Activities</title><link>https://communities.bentley.com/members/5e2d9be9_2d00_e4ed_2d00_4432_2d00_8b01_2d00_700ff99fecde</link><description>Recent activity for people in A Kailasa Rao's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>BUILD  20.07.11.70 SELECT SERIES 6 REVISION HISTORY</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/117645/build-20-07-11-70-select-series-6-revision-history</link><pubDate>Fri, 01 Apr 2016 06:46:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b2df9922-e79b-41d7-bf2c-b7929ea8de86</guid><dc:creator>A Kailasa Rao</dc:creator><description>&lt;p&gt;new build select series 6&amp;nbsp; 20.07.11.70, wherein what are the updates related to AISC steel design and IS 800-2007. COULD YOU SHARE REVISION HISTORY&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Subject: STAAD 3D MODEL Design Check With respect to IS:800-2007( lsd)</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/117649/subject-staad-3d-model-design-check-with-respect-to-is-800-2007-lsd</link><pubDate>Fri, 01 Apr 2016 09:50:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:15b21445-a490-4df1-9ad3-518436a7b884</guid><dc:creator>A Kailasa Rao</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;Design of 3D staad model ( Select Series VI, Build : 20.07.11.50 or 70) with respect to design Code: IS800-2007:&lt;/p&gt;
&lt;p&gt;Design Type of Staad Model: 3D staad modeled with Jack beam, One frame having columns and another frame do not have columns, rafter completely resting on jack beams&lt;/p&gt;
&lt;p&gt;Observation: There is huge design stress ratio difference frame with all columns position at middle level and both external frames with columns. Normally middle frame has to stress more than external frames because loading on middle ( with columns) might be more, hence stress ratio&amp;#39;s used to come accordingly.&lt;/p&gt;
&lt;p&gt;Error: In the enclosed 3d file, external frames with columns are stressed more than middle frame. Please go through and find out the solution &amp;amp; communicate to us at earliest&amp;nbsp; &lt;/p&gt;
&lt;p&gt;If you need further more queries, you can reach me +91 9581444385&lt;/p&gt;
&lt;p&gt;Thanks &amp;amp; Regards,&lt;/p&gt;
&lt;p&gt;N T Rama Rao&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/MF-_2D00_MRF_2D00_3D_2D00_GL--1-TO-3.std"&gt;communities.bentley.com/.../MF-_2D00_MRF_2D00_3D_2D00_GL--1-TO-3.std&lt;/a&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/8737.MF-_2D00_MRF_2D00_3D_2D00_GL--1-TO-3.std"&gt;communities.bentley.com/.../8737.MF-_2D00_MRF_2D00_3D_2D00_GL--1-TO-3.std&lt;/a&gt;&lt;/p&gt;
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