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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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>RC PLATE DEFLECTION IN STAAD PRO CE</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/214346/rc-plate-deflection-in-staad-pro-ce</link><description>Iam designing a concrete slab supported on two beams,the deflection results obtained in staad pro (post procssing) are given in length unit,how do i compare these results with allowable deflection because the alowable deflection according to BS 8110 </description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RC PLATE DEFLECTION IN STAAD PRO CE</title><link>https://communities.bentley.com/thread/651959?ContentTypeID=1</link><pubDate>Wed, 26 May 2021 14:31:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6cdc8e1f-707e-4ffe-9399-52ce81190304</guid><dc:creator>Joseph Lucas Magare</dc:creator><description>&lt;p&gt;&lt;a href="/members/9dfee627_2d00_88ae_2d00_43d5_2d00_80b7_2d00_d25ba644dab9"&gt;Badreddine Ziane&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/members/7d4d290f_2d00_f067_2d00_4793_2d00_8d57_2d00_2a30f35813f2"&gt;Sabrina Tedeschi&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/members/99733e82_2d00_0b5d_2d00_4d13_2d00_9244_2d00_098c0f62230a"&gt;Sabrina Tedeschi&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>