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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>ArunStr's Activities</title><link>https://communities.bentley.com/members/3170ef98_2d00_2a86_2d00_4c1b_2d00_8915_2d00_d0d1a2faf980</link><description>ArunStr's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Query on analysis and design of curved structures with cables.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/97230/query-on-analysis-and-design-of-curved-structures-with-cables</link><pubDate>Sun, 18 May 2014 05:02:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a814d3aa-8fbb-41a2-b0d3-502e803ab547</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Dear Engineers,&lt;br /&gt;&lt;br /&gt;I&amp;rsquo;m looking for your help and guidance to do finish my job in perfect way and to shape my knowledge.&lt;br /&gt;Please find the attached file and help me&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I&amp;#39;m new to this forum, looking ahead for your support.&lt;a href="/cfs-file.ashx/__key/communityserver-discussions-components-files/5932/QUERY.JPG"&gt;&lt;img src="/resized-image.ashx/__size/690x0/__key/communityserver-discussions-components-files/5932/QUERY.JPG" border="0" alt=" " /&gt;&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;Thanking you&lt;br /&gt;Arun S&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>SS6 Version 20.07.11.90</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/141280/ss6-version-20-07-11-90</link><pubDate>Tue, 26 Sep 2017 06:49:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a0bb8007-fe60-4c5c-9a17-0b9b5aed73c1</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Dear Bentley,&lt;/p&gt;
&lt;p&gt;&amp;quot;Steel design detail&amp;quot; at Report setup- output is missing in SS6&amp;nbsp;Version 20.07.11.90.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Best Regards,&lt;/p&gt;
&lt;p&gt;Arun S&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RESULT DISCRIPENCY BETWEEN SS5 Vs SS6</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/141129/result-discripency-between-ss5-vs-ss6</link><pubDate>Thu, 21 Sep 2017 09:40:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:315776c0-1b58-4b31-a314-da631c59ad81</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Hi Bentley,&lt;/p&gt;
&lt;p&gt;i have deigned a same beam in both SS5 and SS6 but results are varying. please have a look in attachment for discripency and please clarify wheather SS6 still having bugs?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Best regards,&lt;/p&gt;
&lt;p&gt;Arun S&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/SS5-Vs-SS6_2D00_-STEEL-DESIGN.png"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/SS5-Vs-SS6_2D00_-STEEL-DESIGN.png" /&gt;&lt;/a&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/SS5-Vs-SS6_2D00_-TRACK-02.png"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/SS5-Vs-SS6_2D00_-TRACK-02.png" /&gt;&lt;/a&gt;&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>Thu, 21 Sep 2017 02:00:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9d7cca44-b8a8-4dcd-bd2b-7287da5e6dd5</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Issue on Tapered Tube in define member property</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/98904/issue-on-tapered-tube-in-define-member-property</link><pubDate>Wed, 09 Jul 2014 08:00:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:af5eb607-58ee-46ee-877c-5e7b81cb789f</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Dear Creator&amp;rsquo;s&lt;/p&gt;
&lt;p&gt;Tapered tube in define property members is not designed, can anyone please fix this problem in staad pro v8i. In which code the tapered tube member performs design. Bentley members or anybody faced this type of problem, please guide.&lt;/p&gt;
&lt;p&gt;Warnings:&amp;nbsp;&lt;/p&gt;
&lt;p&gt;***STAAD.Pro WARNING***&lt;br /&gt; MEMBER 348-DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES&lt;/p&gt;
&lt;p&gt;Thank you&lt;/p&gt;
&lt;p&gt;Arun S&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Looking ahead for clarification in Section wizard</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/101327/looking-ahead-for-clarification-in-section-wizard</link><pubDate>Sun, 28 Sep 2014 05:06:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8a575a84-a2a5-4962-b7ae-870f35f0a625</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Dear creators,&lt;/p&gt;
&lt;p style="margin-left:60px;"&gt;&amp;nbsp;im using steel sections by creating in section wizard and importing into staad, but im having doubt while converting into staad the axis are not changing to staad axis. please find the attachment for clear view.&lt;/p&gt;
&lt;p style="margin-left:60px;"&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;"&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Brief the Temperature load in Staad input</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/102196/brief-the-temperature-load-in-staad-input</link><pubDate>Thu, 30 Oct 2014 11:39:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0e20724c-60cf-4297-b00d-4ed90b7dfe75</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Dear bentley,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;The below values related to temperature load from my project specification, i cant understand this. anyone please explain me about this and what value to be given in staad pro... please help me as soon as possible.&lt;/p&gt;
&lt;p&gt;*******START******&lt;/p&gt;
&lt;p&gt;&lt;span style="text-decoration:underline;color:#3366ff;background-color:#ffffff;"&gt;&lt;strong&gt;DESIGN TEMPERATURE VARIATION&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;The temperature load will be assessed based on the recommendations of BS EN 1991-1-5:2003 Actions on structures &amp;ndash; Part 1-5: General actions &amp;ndash; Thermal actions. The design temperature range will be defined as the difference between the highest and the lowest one day mean temperature, plus the temperature of the steel due to solar gain. The following parameters have been used:&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;Tmin = 14&amp;deg;C&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;Tmax = 41&amp;deg;C&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;Tsolar = 20&amp;deg;C&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;Tin = 20&amp;deg;C&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;Tout = Tmax + Tsolar = 61&amp;deg;C&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;&amp;Delta;T = Tout &amp;ndash; Tmin = 47&amp;deg;C&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;The difference between the highest and lowest one day mean temperatures is 27&amp;deg;C.&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;The temperature range due to solar gain is 20&amp;deg;C.&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;Therefore, the total temperature range under consideration for structural steelwork = 47&amp;deg;C&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#3366ff;background-color:#ffffff;"&gt;Note that the temperature variation is only significant during construction, and temporary stresses may be relieved by sliding joints. Once insulation has been installed, the structural temperature variation will be significantly reduced.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;******END*****&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank you in advance....&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Design of composite (Steel beam+deck slab) as per AISC, BS &amp;amp; Eurocode</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/99096/design-of-composite-steel-beam-deck-slab-as-per-aisc-bs-eurocode</link><pubDate>Tue, 15 Jul 2014 10:49:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:421ec8d6-cfa8-4760-93d2-fb7c5dcf1158</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Dear bentley &amp;amp; friends,&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I had modeled the floor beams as composite and gave design parameter for Eurocode but design not performed and &amp;nbsp;I had changed the code to BS and AISC, in this two codes composite design is done but not in eurocode. Why?&lt;/p&gt;
&lt;p&gt;How to fix this, please help me, i want to design in Eurocode.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Note: i&amp;#39;m using Staad pro V8i (SS4) and find the attached file for composite profile input&lt;a href="/cfs-file.ashx/__key/communityserver-discussions-components-files/5932/Capture.JPG"&gt;&lt;img src="/resized-image.ashx/__size/690x0/__key/communityserver-discussions-components-files/5932/Capture.JPG" border="0" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Thank you&lt;/p&gt;
&lt;p&gt;Arun S&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to assign slenderness value (Ly &amp;amp; Lz) in Truss</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/98798/how-to-assign-slenderness-value-ly-lz-in-truss</link><pubDate>Mon, 07 Jul 2014 05:31:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9169e758-5299-4099-8034-9da60b58c0fa</guid><dc:creator>ArunStr</dc:creator><description>&lt;p&gt;Dear Creators&lt;/p&gt;
&lt;p&gt;Can you please explain on my query related to TRUSS member, please find the attachment.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanking you&lt;/p&gt;
&lt;p&gt;Arun S&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>