Q. For eccentrically loaded columns, the bending factor is (Solved)
1. cross-sectional area of column/radius of gyration
2. radius of gyration/cross-sectional area of column
3. cross-sectional area of column/section modulus of the section
4. section modulus of the section/cross-sectional area of column
- c. cross-sectional area of column/section modulus of the section