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Which mechanism caused the Tay Bridge disaster of 1879 due to deficiencies in cast iron columns?

A)Progressive cracking from fatigue loading
B)Shear failure from inadequate cross-bracing
C)Buckling from excessive compressive stress
D)Corrosion from marine environment

💡 Explanation

When subjected to repeated train loads and wind, fatigue cracking initiated in the poorly designed and cast iron columns because of stress concentrations, ultimately leading to structural failure. Therefore progressive cracking resulted, rather than shear, buckling, or corrosion which require different environmental/mechanical conditions and failure mechanisms.

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