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Which structural failure increased sharply when cast iron bridges replaced stone arches in the 19th century?

A)Shear failure at abutments
B)Buckling under compressive loads
C)Tensile fracture from thermal stress
D)Torsional twisting from wind loads

💡 Explanation

When cast iron replaced stone, tensile fracture from thermal stress increased because cast iron has lower tensile strength and higher thermal expansion compared to stone, leading to cracking under temperature changes. Therefore, tensile fracture results, rather than shear, buckling or torsion, which involve different loading conditions and material properties.

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