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To model plate-girder flange transitions, users may assign girder sections as nonprismatic frame sections in the Bridge Deck Section definition Components > Superstructure Item > Deck Sections menu.

Further discussion and an alternative procedure may be found in the Nonprismatic frame elements article.


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Related Incident:

  • 28803: Noprismatic girder in bridge deck sections and skewed supports, 10/8/2010 email (Email ID 5931199)