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Which failure is likely if rebar spacing is too close in a reinforced concrete column?

A)Reduced concrete consolidation around steel
B)Increased susceptibility to alkali-silica reaction
C)Premature yielding of the reinforcement
D)Formation of thermal stress cracking

💡 Explanation

Insufficient spacing prevents proper concrete vibration which results in reduced **consolidation**. This creates voids and weakens the bond because close rebar obstructs flow, impacting load transfer, therefore structural integrity is compromised, rather than the steel yielding directly or thermal effects predominating.

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