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Which risk increases when a concrete column's pour halts mid-height?

A)Cold joint formation susceptibility
B)Rebar cage buckling prevention
C)Increased surface tensile strength
D)Homogenous concrete consolidation improvement

💡 Explanation

Discontinuing concrete placement leads to a cold joint formation because hydration progresses unevenly, therefore weakening the column's structural integrity rather than improving load transfer or material properties achieved through monolithic pours.

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