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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 menu.

Further discussion and an alternative procedure may be found in the [Nonprismatic frame elements|kb:Nonprismatic frame elementsobjects] article.

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*Related Incident:*
* 28803: [Noprismatic girder in bridge deck sections and skewed supports, 10/8/2010 email|$5931199]
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