What is the maximum effective slenderness ratio permitted for steel members always subjected to tension (other than pre-tensioned members) as per IS 800:2007?

The effective length of a built-up steel column is 8 m and the radius of gyration of the column is 80 mm. If the column is provided with a single lacing system, the effective slenderness ratio of the laced column as per IS 800:2007 will be:

According to IS 800 - 2007, the effective length of a prismatic compression member of unsupported length L that is restrained against rotation and translation at both ends will be: