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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>Girder length issue in Bridge Parametric Layout</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/156593/girder-length-issue-in-bridge-parametric-layout</link><description>I am using Leap Bridge Concrete CONNECT Edition v17.01.01.07. I used ABC wizard to model a two span non continuous bridge (110&amp;#39;-104&amp;#39;) with a 17.5 degree skew. The deck in span 1 is 66.6 ft while in span 2, it flares from 66.6ft in the interior bent to</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Girder length issue in Bridge Parametric Layout</title><link>https://communities.bentley.com/thread/467010?ContentTypeID=1</link><pubDate>Thu, 21 Jun 2018 06:09:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:445c18a5-f19b-4353-b0b7-e92a99af504a</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;Make sure the center of abutment to center of pier and center of pier to center of abutment is as per procedure mentioned in the below wiki link.&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/15620/flared-girder-bridges-calculation-of-distance-between-center-of-abutment-to-the-center-of-abutment"&gt;https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/15620/flared-girder-bridges-calculation-of-distance-between-center-of-abutment-to-the-center-of-abutment&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I hope it helps.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>