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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>AJ Mathews's Activities</title><link>https://communities.bentley.com/members/66034467_2d00_c517_2d00_46bd_2d00_a4fc_2d00_d85289e8cacd</link><description>AJ Mathews's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Prestressing Tendons in Leap Bridge Concrete</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/123873/prestressing-tendons-in-leap-bridge-concrete</link><pubDate>Mon, 18 Jul 2016 16:29:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6bd02c35-ceff-4a96-8c7a-c968427c8307</guid><dc:creator>AJ Mathews</dc:creator><description>&lt;p&gt;Is it possible to model a prestessed beam using two different sizes of strands. &amp;nbsp;My top flange has 0.5&amp;quot; tendons pulled to 2000 lbs. &amp;nbsp;However, the main reinforcing strands in the beam are 0.6&amp;quot; 270K LL. &amp;nbsp;Is there any way to accurately model a cross section with these attributes? &amp;nbsp;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>