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Which outcome resulted when the Tay Bridge design omitted sufficient cross bracing against lateral forces?

A)Resonance amplification from wind gusts
B)Material fatigue due to cyclic loading
C)Buckling instability from compressive stress
D)Torsional shear failure from twisting

💡 Explanation

When the Tay Bridge lacked bracing, resonance amplification occurred because wind-induced vibrations matched the bridge's natural frequencies, leading to catastrophic oscillations and collapse. Therefore, resonance was the primary cause, rather than fatigue, buckling, or shear which require different stress conditions.

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