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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 Beam Design in a Post tension slab.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/189424/rc-beam-design-in-a-post-tension-slab</link><description>Dears, 
 Concerning the design of RC beams in a PT slab, i am trying to determine the most accurate way to design the beams (determining top and bottom reinforcement). in Ram concept all design procedure is based on design section analysis. i prefer designing</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RC Beam Design in a Post tension slab.</title><link>https://communities.bentley.com/thread/689049?ContentTypeID=1</link><pubDate>Mon, 27 Dec 2021 16:18:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e0ebb2f7-a2f2-4f5f-959b-11907c61e765</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Does e-force use Ram Concept software? I don&amp;#39;t see any Ram Concept licenses there, though many of the PT suppliers do carry a license for design work.&amp;nbsp;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RC Beam Design in a Post tension slab.</title><link>https://communities.bentley.com/thread/688924?ContentTypeID=1</link><pubDate>Sun, 26 Dec 2021 12:54:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c66bc14d-fd89-4536-b5f2-e2a85d845453</guid><dc:creator>Hossam el Goweily</dc:creator><description>&lt;p&gt;You may consult this company&lt;br /&gt; &lt;a href="https://www.eforce-pt.com/"&gt;https://www.eforce-pt.com/&lt;/a&gt;&lt;br /&gt; &lt;br /&gt; they are specialized in designing &amp;amp; executing Post Tension slabs.&lt;br /&gt; They are present in Singapore, UAE, KSA &amp;amp; Egypt.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RC Beam Design in a Post tension slab.</title><link>https://communities.bentley.com/thread/557797?ContentTypeID=1</link><pubDate>Tue, 03 Dec 2019 16:10:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1eae18ff-6e25-46d6-9b4e-f70f6714f360</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;I don&amp;#39;t see a problem to consider the slab reinforcement myself, but if you wanted to make sure all the beam required reinforcement was located within the T beam stem, you could trim the strip (Column Strip) to &amp;quot;Beam Rectangle&amp;quot;. Or you could make a narrow column strip with middle strip flanges and design the Column Strip for CS + MS resultants. See also:&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4514/cross-section-trimming-tn"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/4514/cross-section-trimming-tn&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>