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Which outcome is accelerated when shear reinforcement spacing exceeds limits in reinforced concrete beams?

A)Diagonal tension crack propagation
B)Increased compressive strain capacity
C)Enhanced bond strength development
D)Improved ductility at beam supports

💡 Explanation

Diagonal tension crack propagation accelerates because exceeding rebar spacing limits reduces the contribution of the shear friction mechanism to shear capacity; therefore, shear cracks widen and propagate faster, rather than improving compressive strain, bond, or ductility.

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