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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>Con-Splice</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/244096/con-splice</link><description>How do you use Con-Splice to do a load rating for a spliced prestressed girder ?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Con-Splice</title><link>https://communities.bentley.com/thread/761613?ContentTypeID=1</link><pubDate>Wed, 12 Apr 2023 18:47:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:02b6949c-4a9b-48ba-9097-19b730d1f699</guid><dc:creator>Alex O [Bentley]</dc:creator><description>&lt;p&gt;CONSPLICE does not have a dedicated module for rating.&amp;nbsp; However, the program offers the necessary results for running a rating outside of the program.&amp;nbsp; I suggest using the detailed reports for moment and shear capacity, the PT Primary/Secondary Moment and Shear report and analysis results reports for LL and DL.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>