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Which structural weakness increased during Roman fortifications' transition from wood to concrete walls?

A)Susceptibility to fire damage
B)Vulnerability to undermining
C)Reduced wall height stability
D)Increased tensile stress concentration

💡 Explanation

When wall construction transitioned to concrete, tensile stress concentrations increased because concrete is strong in compression but weak in tension leading to cracking at stress points. Therefore, increased stress concentration is the weakness, rather than fire, undermining, or height issues which are material or design-dependent.

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