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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>Lake Osnaznara's Communities Activities</title><link>https://communities.bentley.com/members/3da92128_2d00_7b92_2d00_45f3_2d00_ba9a_2d00_96421e0c4d67</link><description>Recent activity for people in Lake Osnaznara's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>General Tapered Section Modelling</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/247396/general-tapered-section-modelling</link><pubDate>Fri, 07 Jul 2023 08:48:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:266863d5-46d4-46c8-8f67-2aaaf301e434</guid><dc:creator>Lake Osnaznara</dc:creator><description>&lt;p&gt;Good day!&lt;br /&gt;&lt;br /&gt;I am designing exterior louvers for a certain project. They are designed to carry the code-based wind load.&lt;br /&gt;&lt;br /&gt;The thing is, it is not of a general section.&amp;nbsp;The section looks like an A-shaped single skin louver with steel angle bars working as interior stiffeners, and the size tapers as it intersects the other member so that the louvers would look like a woven basket around the building.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;How do I design or create such a section, general and tapered, with internal stiffeners, for such a model?&amp;nbsp;&lt;br /&gt;&lt;br /&gt;Any suggestions or inputs would be of a great help. Thank you!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Foundation-Plate Mat Support versus Plate Pin Supports</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/247004/foundation-plate-mat-support-versus-plate-pin-supports</link><pubDate>Tue, 27 Jun 2023 11:08:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1ed2bc7e-7bbe-422d-8a35-259f13f2bde1</guid><dc:creator>Lake Osnaznara</dc:creator><description>&lt;p&gt;I have been designing an RHS with a base plate and gusset stiffeners. I&amp;#39;ve used master-slave command for the location of my loads and used Plate Mat Support as supports. The error was always &amp;quot;ERROR IN SUPPORT INPUT OR THERE IS NO SUPPORT INPUT. ANALYSIS WILL NOT BE PERFORMED. DATA-CHECK MODE ENTERED.&amp;quot; even though the support command is clearly present in STAAD Command Editor, and acccordingly arranged with SLAVE command. What must be the error and solution for this?&lt;br /&gt;&lt;br /&gt;Alternatively, I used plain pin supports located at every node of the plate of my model base plate. No error was found with this said model. How reliable is this compared to using Plate Mat Support? Thank you in advance!&lt;br /&gt;&lt;br /&gt;Note: I&amp;#39;ll post my model files after the shift. Local network has been locked for now.&amp;nbsp;&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>Tue, 27 Jun 2023 01:55:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c3379354-eed5-4b69-8817-5eabad628be2</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>