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The bridge modeler provides design templates for conventional deck-section types, including flat slab, concrete box girder, and steel girder with a cast-in-place deck. Modeling decks not available through the bridge modeler must be done with direct methods. The advanced modeling features available for direct bridge-deck modeling include the following:
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When a bridge is modeled directly, bridge object force and stress diagrams are no longer created automatically. In this case, users should define multiple section cuts along the bridge superstructure to obtain bridge force and stress diagrams. This is known as post-processing section-cut results.
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