The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
A. 0.65 kN/m2
B. 0.75 kN/m2
C. 1.35 kN/m2
D. 1.50 kN/m2
Answer: Option A
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L. L = 0.75 - 0.2 (X°-10°)
= 0.75 - 0.2 (15°-10°)
= 0.65
And where access is provided then,,,?