As per IS 800: 2007, what is the maximum value of effective slenderness ratio of a beam/strut/tension member for the following cases?
Case 1: Members carrying compressive loads resulting from dead loads and imposed loads.
Case 2: Members always under tension.
Case 3: Members subjected to compressive forces resulting from a combination of wind/earthquake actions.
1
Case 1: 180, Case 2: 400, Case 3: 250
2
Case 1: 250, Case 2: 350, Case 3: 300
3
Case 1: 250, Case 2: 350, Case 3: 400
4
Case 1: 200, Case 2: 250, Case 3: 400