PRE-ENGINEERED BUILDING DESIGN OF AN
2020-11-4u2002·u2002the value at end panel points over the roof truss. Reference [5] shows the procedure for dead load calculation. 6.2. Live Load According to IS : 875 (Part 2) – 1987, for roof with no access provided, the live load can be taken as 0.75 kN/m2 with a reduction of 0.02 kN/m2 for every one degree above 10 degrees of roof slope, explicitly as in [6].
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