The correct answer is (a) 0.4kN/m^2
The explanation is: The live load for roof truss should not be less than 0.4kN/m^2. For roof slopes ≤ 10^o and access provided, the live load to be taken is 1.5kN/m^2 of plan area. For roof slopes > 10^o and access is not provided , the live load to be taken is 0.75kN/m^2 of plan area.