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Which consequence results when exceeding a column's slenderness ratio limit?

A)Decreased torsional vibration potential
B)Increased global buckling susceptibility
C)Enhanced material yielding strength
D)Reduced composite action effectiveness

💡 Explanation

Exceeding the slenderness ratio increases buckling susceptibility because Euler's column formula dictates a lower critical load for slender columns; therefore buckling occurs readily, rather than the column crushing due to material yield strength alone.

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