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Which risk increases when pre-stressed concrete beam tendon force is inadvertently released before concrete cures?

A)Corrosion of embedded steel tendons
B)Catastrophic tensile cracking of beam
C)Increased beam deflection under load
D)Reduced shear strength at beam ends

💡 Explanation

When pre-stressed concrete's tendons release force prematurely, catastrophic tensile cracking occurs because immature concrete lacks the compressive strength needed to withstand the pre-stress-induced tension. Therefore tensile cracking results, rather than corrosion, deflection, or shear issues which typically arise from different environmental or loading conditions after curing.

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