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Which premature failure occurs when insufficiently braced rebar buckles?

A)Reduced composite moment capacity
B)Accelerated carbonation diffusion
C)Elevated galvanic corrosion rates
D)Increased creep compression strain

💡 Explanation

Reduced moment capacity occurs because lateral torsional buckling reduces rebar's effective cross-section resisting bending. The unbraced rebar yields prematurely, causing reduced flexural capacity, therefore 'A' is correct, rather than carbon steel corrosion or creep, under normal conditions.

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