To do this i use conservative too heavy dead loads and full snow loads regardless of pitch.
Loads from incline roof.
The sloped roof snow load p s shall be obtained by multiplying the flat roof snow load p f by the roof slope factor c s.
Drift load design in the 30 psf zones may utilize asce 7 16 table c7 1 ground snow values.
P s c s p f the thermal factor c t from table e 3 determines if a roof is cold or warm slippery surface values shall be used only where the roof s surface is unobstructed and sufficient space is.
Pitch angle incline slope they all can be used to refer to the steepness of a roof.
Roofs are under a lot of pressure.
In order to stay intact and in place a roof must be able to resist loads both permanent and temporary that are pushing.
Ground snow loads p g for northern nevada locations 1.
However in my practice i typically use the horizontal run of the roof for both types of load.
Intermediate values may be interpolated by proportion.
Load limits on the roof of a building.
Technically you should use the actual rafter length when adding up the weight of roofing materials.