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Which consequence results when lateral wind loads exceed the buckling resistance of slender steel columns in a high-rise?

A)Increased concrete spalling risk
B)Catastrophic column collapse
C)Elevated shear stress profiles
D)Decreased material yield strength

💡 Explanation

Catastrophic column collapse occurs because geometric imperfections trigger second-order bending under axial load via Euler buckling mechanism. Therefore, global instability occurs, rather than concrete spalling, because the primary failure involves exceeding the column's stability limit under compression.

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