A steel column is restrained against both translation and rotation at one end and is restrained only against rotation but free to translate at the other end. Theoretical and design (IS:800-2007) values, respectively, of effective length factor of the column are
- A. 1.0 and 1.2
- B. 1.0 and 1.0
- C. 1.2 and 1.0
- D. 1.2 and 1.2