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Which property limited large-scale arch bridges using layered wrought iron in 19th-century structures?

A)Material elasticity exceeding design limits
B)Deformation due to creep under load
C)Insufficient yield strength for heavy loads
D)Susceptibility to catastrophic brittle fracture

💡 Explanation

Creep risked structural instability because time-dependent plastic deformation under sustained stress causes irreversible changes in the material's shape via dislocation climb. Therefore, creep limited bridge span, rather than brittle fractures or elasticity since iron had ductile properties.

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