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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>Kalaiarasan A's Activities</title><link>https://communities.bentley.com/members/8c12e474_2d00_1ea1_2d00_43fe_2d00_b8ef_2d00_1a276336c158</link><description>Kalaiarasan A's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Auto Generation Seismic Load</title><link>https://communities.bentley.com/products/ram-staad/i/staad-foundation-advanced/auto-generation-seismic-load</link><pubDate>Tue, 16 Nov 2021 04:57:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:89b48bfb-77dc-4697-b2c4-8a3bf66cbca0</guid><dc:creator>Kalaiarasan A</dc:creator><description>&lt;p&gt;Dear,&lt;/p&gt;
&lt;p&gt;While Using the Seismic Definition in the 3-D frames With Multiple Nodes &amp;amp; Beam (For I-Beam Tapered Members) Loads are taking by these all nodes&amp;nbsp; it will generating the Minor Axis Moment, So we Need to Avoid&amp;nbsp;these Load using the&amp;nbsp;&lt;span&gt;Seismic Definition. As of now I&amp;#39;m&amp;nbsp;using the Temporary&amp;nbsp; support X &amp;amp; Z Direction&amp;nbsp;to take the Reaction and Appling&amp;nbsp;Manually. &amp;nbsp;&lt;/span&gt;&lt;/p&gt;</description></item><item><title>What If...</title><link>https://communities.bentley.com/achievements/431b6499-29c0-4b75-9a11-0f8ab01b8e9b</link><pubDate>Tue, 16 Nov 2021 05:00:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:30529381-d639-4b16-b87f-8ffceae9e334</guid><dc:creator /><description>Share an idea with the community</description></item><item><title>Bracing System Configuration</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/220965/bracing-system-configuration</link><pubDate>Tue, 19 Oct 2021 10:03:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e4d7dfdf-6a62-4dfc-ac3e-ebc410753cb2</guid><dc:creator>Kalaiarasan A</dc:creator><description>&lt;p&gt;Dear,&lt;/p&gt;
&lt;p&gt;I&amp;#39;m Requesting you to give some technical Clarification of the Bracing system is to be follow the Same Plane (Sidewall or Endwall), whether X-Bracing and Portal Bracing Allow to use the same Plane or not or need to do some Excises to keep the Mixed Bracing system in the same plane.&lt;/p&gt;
&lt;p&gt;Please Suggest.&lt;/p&gt;
&lt;p&gt;Thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>