For eccentrically loaded columns, the bending factor is – McqOptions

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1.	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
Answer» D. section modulus of the section/cross-sectional area of column

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