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