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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>Qing Zhong's Communities Activities</title><link>https://communities.bentley.com/members/7e6f7feb_2d00_f98f_2d00_4086_2d00_b571_2d00_9c0595c7050f</link><description>Recent activity for people in Qing Zhong's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Effective Length Method</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/244454/effective-length-method</link><pubDate>Thu, 20 Apr 2023 15:46:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a2254824-7835-4afa-866f-229cbfc6cad8</guid><dc:creator>John Rodrigues</dc:creator><description>&lt;p&gt;I am analyzing this braced frame structure with the effective length method following this procedure&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/55456/asce-7-aisc-360-and-the-effective-length-method-in-the-ram-structural-system"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/55456/asce-7-aisc-360-and-the-effective-length-method-in-the-ram-structural-system&lt;/a&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;The drift report seems to indicate that my structure is extremely torsionally irregular. The stability coefficients report also shows that it exceeds the max allowable.&lt;/p&gt;
&lt;p&gt;Before I begin adding new braced frames to my structure, is there a way to determine that the issues shown in the reports are accurate and not related to mistakes in modeling the structure?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Frame -- story displacement</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243930/ram-frame----story-displacement</link><pubDate>Fri, 07 Apr 2023 15:51:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:38c824ed-e161-4021-b835-f5b29f913afc</guid><dc:creator>Qing Zhong</dc:creator><description>&lt;p&gt;1. We have a semi-rigid diaphragm and it is modeled as sloped. There is large displacement in one direction.&amp;nbsp; The roof slope is actually low : at 1/2&amp;quot; to 12&amp;quot; slope.&amp;nbsp; Shall we just model it as flat roof?&lt;/p&gt;
&lt;p&gt;2. What is the best way to get displacement at different story level? at certain notes?&lt;/p&gt;
&lt;p&gt;3.&amp;nbsp;Is there FAQ on nodal displacement, story displacement and drift?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Jane&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Frame -- Story displacement</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243799/ram-frame----story-displacement</link><pubDate>Tue, 04 Apr 2023 20:53:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a2a64094-f755-4b45-9e74-858b5ad58508</guid><dc:creator>Qing Zhong</dc:creator><description>&lt;p&gt;The story displacement along Y direction is huge and along X direction is normal.&amp;nbsp; The nodal displacements are normal for both x and y direction.&amp;nbsp; What cause the hugh difference?&amp;nbsp;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Jane&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/VPECTRL3-_2D00_-RAM-Frame-_2D00_-Nodal-Displacements.pdf"&gt;communities.bentley.com/.../VPECTRL3-_2D00_-RAM-Frame-_2D00_-Nodal-Displacements.pdf&lt;/a&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/VPECTRL3-_2D00_-RAM-Frame-_2D00_-Story-Displacements.pdf"&gt;communities.bentley.com/.../VPECTRL3-_2D00_-RAM-Frame-_2D00_-Story-Displacements.pdf&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>Fri, 03 Mar 2023 00:09:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9c392747-c636-45cc-8909-9901911b7119</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Two independent structures in one RAM model</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/242414/two-independent-structures-in-one-ram-model</link><pubDate>Fri, 03 Mar 2023 14:34:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7199dfc0-9d87-4ed1-827b-5a41031f09f5</guid><dc:creator>Qing Zhong</dc:creator><description>&lt;p&gt;I have a long building with a seismic isolation joint in the middle. Can RAM structural system model two independent structures in one model -- lateral loads are separately distributed over the two LFRS? The two structures share one strip footing at the interface.&amp;nbsp; &amp;nbsp;Two separate diamphragm will be used.&amp;nbsp; Thanks&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>