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Which structural weakness was often observed in early cast iron bridges like the original Tay Bridge?

A)Shear failure at the pier connections
B)Tensile fracture of the cast iron beams
C)Buckling of the wrought iron trusses
D)Corrosion-induced section loss in arches

💡 Explanation

When subjected to bending loads, cast iron exhibits brittle behavior with limited tensile strength, leading to tensile fracture because applied tension exceeds the material's capacity. Therefore tensile fracture results, rather than shear, buckling, or corrosion which require different material properties or load types.

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