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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>Composite box girder bridge</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/46788/composite-box-girder-bridge</link><description>sir how to model torsion and distortion behavior of box girder in sap2000 version 14 software.n how to perform construction stage analysis.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Re: Composite box girder bridge</title><link>https://communities.bentley.com/thread/105694?ContentTypeID=1</link><pubDate>Thu, 14 Jan 2010 00:12:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:71df60d2-3b13-4acf-a8d8-bf1f5fbde800</guid><dc:creator>Sri</dc:creator><description>&lt;p&gt;
Wrong forum/company to be asking about SAP2000.&amp;nbsp; :-)
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Check our product &lt;a href="http://www.bentley.com/en-US/Products/RM+Bridge/" title="RM Bridge"&gt;RMBridge&lt;/a&gt; for a more complete/accurate/sophisticated bridge analysis and design solution. 
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