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Which structural vulnerability increased in pre-1850 timber bridges subjected to prolonged wetting and drying cycles?

A)Shear failure at mortise and tenon joints
B)Buckling of compression members
C)Torsional instability of deck
D)Tensile rupture of iron suspension cables

💡 Explanation

When timber bridges experience repeated wetting and drying, wood rot accelerates at joints because moisture promotes fungal growth and weakens the wood fibers, leading to shear failure at mortise and tenon joints. Therefore shear failure risk increases, rather than buckling, deck instability, or cable rupture, which depend on different load or material properties.

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