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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