For eccentrically loaded columns, the bending factor is

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Q. For eccentrically loaded columns, the bending factor is

(A) cross-sectional area of column/radius of gyration
(B) radius of gyration/cross-sectional area of column
(C) cross-sectional area of column/section modulus of the section
(D) section modulus of the section/cross-sectional area of column

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✅ Correct Answer: (C) cross-sectional area of column/section modulus of the section

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