How does skew angle influence bending moments and shear distribution in a bridge deck?

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Multiple Choice

How does skew angle influence bending moments and shear distribution in a bridge deck?

Explanation:
Skew angle introduces torsional effects in the deck-girder system, so bending moments and shear are no longer distributed evenly along the span or across the deck width. Because the load path from the deck to the supports is not aligned with the structural axis, the deck experiences a twisting action as it resists the reaction forces. This twist tends to concentrate bending in certain regions, especially near the supports, elevating negative moments there, and it creates an uneven shear distribution across the deck width, with one edge or region carrying more shear than another. To keep balance and stiffness, additional detailing is required—such as torsion-resisting reinforcement, diaphragms or cross-frames, and edge reinforcement—to counteract the torsion and maintain the overall structural behavior.

Skew angle introduces torsional effects in the deck-girder system, so bending moments and shear are no longer distributed evenly along the span or across the deck width. Because the load path from the deck to the supports is not aligned with the structural axis, the deck experiences a twisting action as it resists the reaction forces. This twist tends to concentrate bending in certain regions, especially near the supports, elevating negative moments there, and it creates an uneven shear distribution across the deck width, with one edge or region carrying more shear than another. To keep balance and stiffness, additional detailing is required—such as torsion-resisting reinforcement, diaphragms or cross-frames, and edge reinforcement—to counteract the torsion and maintain the overall structural behavior.

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