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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>hussain arshad's Communities Activities</title><link>https://communities.bentley.com/members/bd210502_2d00_1b91_2d00_4d53_2d00_8bf5_2d00_bb9de5562f12</link><description>Recent activity for people in hussain arshad's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>STAAD Pro, MBZ</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/247621/staad-pro-mbz</link><pubDate>Thu, 13 Jul 2023 06:17:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:250c0bc5-7320-4c80-94a4-7d90f0cc6abe</guid><dc:creator>hussain arshad</dc:creator><description>&lt;p&gt;In my STAAD Pro. Connect Edition, MBZ value shows differently with just a change in member length while the Mz, Fx, My and all other parameters remains same.&amp;nbsp; Need help on this please.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ram Connection Connect base plate loads</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203343/ram-connection-connect-base-plate-loads</link><pubDate>Thu, 17 Sep 2020 18:12:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dfc9d7a4-d1be-4647-9fa6-0e130340b7db</guid><dc:creator>Jeffery Sullivan</dc:creator><description>&lt;p&gt;I&amp;#39;m designing base plates in Ram Connection Connect (inside STAAD Pro). As I review the input loads, I only see the primary load cases. Is Ram Connection then using the specified steel design code to generate all the load combinations?&amp;nbsp;&lt;/p&gt;
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&lt;p&gt;Thx&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>d/t of Tapered I Sections (IS:800-2007)</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203783/d-t-of-tapered-i-sections-is-800-2007</link><pubDate>Mon, 28 Sep 2020 06:12:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8aac1365-94eb-4a45-afc1-af276d3b899d</guid><dc:creator>hussain arshad</dc:creator><description>&lt;p&gt;How does staad calculate d/t of tapered sections, I mean what depth &amp;quot;d&amp;quot; it will take if the web depth is varying along length.&amp;nbsp; Particularly I am using IS:800-2007 Code.&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>Mon, 28 Sep 2020 02:18:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:be6c491a-98bd-4771-a907-1cdb3d9677e4</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>