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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>Parthasarathy Ganesan's Communities Activities</title><link>https://communities.bentley.com/members/a20755bd_2d00_303a_2d00_4754_2d00_bc25_2d00_7d2775b7c940</link><description>Recent activity for people in Parthasarathy Ganesan's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Cyclic load application in STAAD Pro</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/235646/cyclic-load-application-in-staad-pro</link><pubDate>Thu, 15 Sep 2022 17:33:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c9914c31-d0ea-4d6a-8aee-2e32f8b3b5ec</guid><dc:creator>Parthasarathy Ganesan</dc:creator><description>&lt;p&gt;Dear All,&lt;/p&gt;
&lt;p&gt;How to apply a cyclic load in Staad pro.&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Say 10kN acting at 30minutes for 2 years duration.&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Is there any load application option available to specify these loadings to structure in STAAD?&lt;/p&gt;
&lt;p&gt;Regards,&lt;/p&gt;
&lt;p&gt;Parthasarathy G&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Sinking support and gap elements in STAAD Pro</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/206350/sinking-support-and-gap-elements-in-staad-pro</link><pubDate>Mon, 23 Nov 2020 10:25:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e9a2daed-36fa-4595-a8f8-ad548eaebd94</guid><dc:creator>Parthasarathy Ganesan</dc:creator><description>&lt;p&gt;Hi All,&lt;br /&gt;I want to analyze the structure which has settled at one support location. How to idealize that support which is settled down? Do we have gap elements or its equivalent in staad pro.? I have tried with Multi linear spring, but not getting the desired results.&lt;/p&gt;
&lt;p&gt;Regards,&lt;/p&gt;
&lt;p&gt;G Parthasarathy&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>STAAD PRO connect Edition - design stopped and crashed.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/204861/staad-pro-connect-edition---design-stopped-and-crashed</link><pubDate>Thu, 22 Oct 2020 08:06:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ea12b995-7445-4926-8ee8-2d707b0c3428</guid><dc:creator>Parthasarathy Ganesan</dc:creator><description>&lt;p&gt;I am working with structure which&amp;nbsp;consists of more than 8000 members, and loads approx. 200 nos. While designing, in Check code it performs design partly say 40% of members and crashes without any message.&lt;/p&gt;
&lt;p&gt;Tried by splitting the check code command as several groups. Still cant able to complete the full design.&lt;/p&gt;
&lt;p&gt;How to overcome this - to run the full design for all members.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Do we have to switch on / off any command.?&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>Fri, 22 May 2020 06:07:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f1270f96-5705-4309-a85d-50f87022233c</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>STAAD PRO Connect edition</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/197656/staad-pro-connect-edition</link><pubDate>Fri, 22 May 2020 10:22:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0bba9fa2-dca5-465c-b483-4ba8e061b789</guid><dc:creator>Parthasarathy Ganesan</dc:creator><description>&lt;p&gt;In Staad Pro connect edition, load combination and factors made available in a single click - good option.&lt;/p&gt;
&lt;p&gt;But it lists only for the factored load combinations, how to get the un-factored load combinations?.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Staad pro member releases selection using Openstaad</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/115174/staad-pro-member-releases-selection-using-openstaad</link><pubDate>Mon, 18 Jan 2016 11:39:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ec2704ad-ed30-4f1f-9757-3af1d6aed4f0</guid><dc:creator>Parthasarathy Ganesan</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I want to select the all members based on the releases using OPENSTAAD command. But the given (below) is not working.&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="color:#ff0000;"&gt;&lt;strong&gt;&amp;nbsp; &amp;nbsp; &amp;nbsp;objOpenSTAAD.Property.GetMemberReleaseSpec(lBeamNo, 0, lReleaseArray, lSpringConstArray&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&amp;nbsp;kindly suggest me how to overcome this problem.&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;Regards,&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;G.Parthasarathy&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Importing STAAD file into a STAAD file</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/117106/importing-staad-file-into-a-staad-file</link><pubDate>Wed, 16 Mar 2016 03:54:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:70c76a8c-9a08-4fbb-ba32-61d047f63ffb</guid><dc:creator>Parthasarathy Ganesan</dc:creator><description>&lt;p&gt;Is there any import option available?&lt;/p&gt;
&lt;p&gt;For connecting two independent structures available in two different STAAD file.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Regards,&lt;/p&gt;
&lt;p&gt;G.Parthasarathy&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>view saving command using Openstaad is not working</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/115167/view-saving-command-using-openstaad-is-not-working</link><pubDate>Mon, 18 Jan 2016 08:44:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b8bc061a-ca72-47df-bacc-69e10a96bd4e</guid><dc:creator>Parthasarathy Ganesan</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am trying to save the plan views of STAAD model using openSTAAD command.&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;objOpenSTAAD.savenamedview Str, lerrorval&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;View saving using OpenSTAAD command is not working?&lt;/p&gt;
&lt;p&gt;Is there any syntax to be changed?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Regards,&lt;/p&gt;
&lt;p&gt;G.Parthasarathy&lt;/p&gt;
&lt;p&gt;&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></channel></rss>