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Which mechanism reduces column buckling risk from eccentric loading?

A)Increased Radius of Gyration
B)Decreased Slenderness Ratio
C)Reduced End Restraint Stiffness
D)Lowered Shear Modulus of Steel

💡 Explanation

Increased Radius of Gyration improves resistance to buckling because it increases the column's cross-sectional area's distribution away from the centroid. Therefore, buckling is less likely under eccentric load rather than reduced slenderness ratio, which only impacts plane buckling.

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