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To

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model

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plate-girder

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flange

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transitions,

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users

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may

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assign

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girder

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sections

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as

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nonprismatic

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frame

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sections

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in

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the 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
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