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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>Design of Post-Tensioned X-Beam/Box Beam</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/196626/design-of-post-tensioned-x-beam-box-beam</link><description>Some state DOTs require x/box beams without CIP concrete deck to be post-tensioned, as illustrated by the image below. The post-tensioned check box in LEAP Bridge Concrete becomes inactive when X-Beam/Box Beam is selected as the beam type. How do I get</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Design of Post-Tensioned X-Beam/Box Beam</title><link>https://communities.bentley.com/thread/587752?ContentTypeID=1</link><pubDate>Tue, 19 May 2020 16:13:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a3c43c5a-a417-4cb9-92d0-cc1732dd6cef</guid><dc:creator>Steve Davis</dc:creator><description>&lt;p&gt;&lt;span&gt;Overloading, corrosion, and material aging deteriorate the structural performance of prestressed concrete (PC) bridges. Strengthening techniques are needed to improve the serviceability and extend the life of these deteriorating bridges &lt;a href="https://www.paygonline.vip/"&gt;gophone login&lt;/a&gt;. This study examined a strengthening technique with double-layer prestressed steel wire ropes (PSWRs) to enhance the serviceability.&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of Post-Tensioned X-Beam/Box Beam</title><link>https://communities.bentley.com/thread/584913?ContentTypeID=1</link><pubDate>Wed, 06 May 2020 12:35:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:883412c2-ebaa-4b97-be23-8deecd3193f2</guid><dc:creator>Joe</dc:creator><description>&lt;p&gt;Thanks&amp;nbsp;you for the clarification&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of Post-Tensioned X-Beam/Box Beam</title><link>https://communities.bentley.com/thread/584801?ContentTypeID=1</link><pubDate>Wed, 06 May 2020 06:20:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:169d6d0e-dd90-40d2-b58e-07b7649535c2</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;Unfortunately the Post tensioned option is&amp;nbsp;NOT available for X Beam type of girders . I apologize for the inconvenience.&lt;/p&gt;
&lt;p&gt;I shall forward this concern to the product development team so that this issue can addressed in the future release.&lt;/p&gt;
&lt;p&gt;PT option is available for other type of box girders.&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1588745991983v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1588746017419v2.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of Post-Tensioned X-Beam/Box Beam</title><link>https://communities.bentley.com/thread/584719?ContentTypeID=1</link><pubDate>Tue, 05 May 2020 20:46:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d0433bd1-fbc0-40d7-b9fc-e8d9dddb7014</guid><dc:creator>Joe</dc:creator><description>&lt;p&gt;Thanks for the reply. I was talking of transverse post-tensioning though. I still need to design the beams as prestress with transverse post-tensioned tendons.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design of Post-Tensioned X-Beam/Box Beam</title><link>https://communities.bentley.com/thread/584536?ContentTypeID=1</link><pubDate>Tue, 05 May 2020 06:50:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:304345b2-300f-44c2-8167-8cf822dff212</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;The other solution is to model a single rectangular beam in CIP RC/PT Girder module and then to make modification to the cross section of&amp;nbsp;the beam using&amp;nbsp;PARTS option&amp;nbsp;to look like X beam and then design it as POST TENSION BEAM.&lt;/p&gt;
&lt;p&gt;T beam can modeled as RECTANGULAR BEAM&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1588661413077v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1588661424939v2.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1588661431083v3.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>