<?xml version="1.0" encoding="UTF-8" ?>
<?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>CKK Raj's Communities Activities</title><link>https://communities.bentley.com/members/45474529_2d00_9ee0_2d00_43d1_2d00_abd5_2d00_63daf3b498e3</link><description>Recent activity for people in CKK Raj's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>how to get node local deflection through open staad API</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/202369/how-to-get-node-local-deflection-through-open-staad-api</link><pubDate>Thu, 27 Aug 2020 07:54:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cba8d0d3-ca30-42d1-9cbd-61294b97beae</guid><dc:creator>CKK Raj</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;How to we get the local deflection for node like the one&amp;nbsp;we are getting for global deflection using &amp;quot; objOpenSTAAD.Output.GetNodeDisplacements(Selnode, LC, DisplacementAyyay) &amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>&amp;quot;OpenSTAAD&amp;quot;  - Member weight per running meter length?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/201340/openstaad---member-weight-per-running-meter-length</link><pubDate>Tue, 04 Aug 2020 19:25:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:628b1d61-43be-4ba4-9da7-84a546d72944</guid><dc:creator>CKK Raj</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;Is there any option to get member weight per running meter length (either it&amp;#39;s built-up or hot-rolled steel section) through OpenSTAAD API in VB.Net?&lt;/p&gt;
&lt;p&gt;Thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>OpenSTAAD - Member End Force gives wrong output in Connect Edition</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/199586/openstaad---member-end-force-gives-wrong-output-in-connect-edition</link><pubDate>Mon, 29 Jun 2020 14:36:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d767280d-4ca6-42bf-9a9a-f8e42d404173</guid><dc:creator>CKK Raj</dc:creator><description>&lt;p&gt;We have developed an in house application linking staad.pro application to extract the &amp;ldquo;member end forces&amp;rdquo; for the selected members. And, we have been using this tool since last few years.&lt;/p&gt;
&lt;p&gt;Recently, After we updating the staad.pro-V8i application to Staad connect edition , we have been facing issues with the member end forces values which is not correct and it shows some different value .&lt;/p&gt;
&lt;p&gt;Current STAAD.Pro Version 22.04.00.40&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/8055.coding.png" /&gt;&lt;/p&gt;
&lt;p&gt;STAAD.Pro Post Processing Outout:&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/0312.Staad.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Open STTAD function SelectMultipleBeams does not working in vb.net</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/181905/open-sttad-function-selectmultiplebeams-does-not-working-in-vb-net</link><pubDate>Tue, 02 Jul 2019 06:45:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2a31306f-03fe-4937-ba7a-88a56a1f96ab</guid><dc:creator>CKK Raj</dc:creator><description>&lt;p&gt;Dear Sir,&lt;/p&gt;
&lt;p&gt;We have been trying to select multiple beam numbers in STAAD.Pro using OpenSTAAD functions.&lt;/p&gt;
&lt;p&gt;And the .NET code is as follows,&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/0535.Untitled.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;From the above picture we can see that, list of beam numbers are loaded into one dimensional array. And the OpenSTAAD function &amp;quot;objOpenSTAAD.Geometry.SelectMultipleBeams(BeamNos)&amp;quot; does not select any beam numbers in STAAD.Pro application.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>tension &amp;amp; compression flange utility ratio for built-up i-section</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/181908/tension-compression-flange-utility-ratio-for-built-up-i-section</link><pubDate>Tue, 02 Jul 2019 07:18:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1acdccac-b525-42f7-a5a3-f88c5622aeec</guid><dc:creator>CKK Raj</dc:creator><description>&lt;p&gt;Is there any option to get report for the tension &amp;amp; compression flange stress ratio of built-up I-section for the critical load cases.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Open STAAD - Warning Handling &amp;amp; Minimized window mode.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/181684/open-staad---warning-handling-minimized-window-mode</link><pubDate>Wed, 26 Jun 2019 12:09:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5c494d6e-6635-48f2-bb62-32ee19fa3fc7</guid><dc:creator>CKK Raj</dc:creator><description>&lt;p&gt;&lt;span style="font-size:inherit;"&gt;We have been trying to automate STAAD.Pro application through VB.NET coding.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;We need to run the STAAD.Pro application in the minimized window mode. Also, how can we handle STAAD.Pro warning message through VB.NET.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;Thanks in advance...&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Let me Help You</title><link>https://communities.bentley.com/achievements/687f4b6d-e18a-4e55-836c-49926ca2c9d9</link><pubDate>Tue, 10 Jul 2018 04:04:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:df2a1430-31cb-4274-94ea-66ad8a2ed8c5</guid><dc:creator /><description>Answer a question that is verified as helpful or correct.</description></item><item><title>Simple Beam Bending Moment Calculation for cold form Member</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/140351/simple-beam-bending-moment-calculation-for-cold-form-member</link><pubDate>Thu, 31 Aug 2017 07:57:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6159f3e3-c524-45d6-8f91-c93085058e45</guid><dc:creator>CKK Raj</dc:creator><description>&lt;p&gt;Dear Sir,&lt;/p&gt;
&lt;p&gt;Here we are facing problem in design of cold form steel member. The calculated value of &amp;quot;Bending Moment&amp;quot; for cold form member and built-up steel member not matching.&lt;/p&gt;
&lt;p&gt;where as the theoretical calculation values matches with bending moment value calculated for built-up member .&lt;/p&gt;
&lt;p&gt;The design code which we have used for design of built-up member - AISC-360-05 and for cold form design - AISI.&lt;/p&gt;
&lt;p&gt;here with i have attached staad model for your reference.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>