Intermediate values may be interpolated by proportion.
Loads from incline roof.
Technically you should use the actual rafter length when adding up the weight of roofing materials.
Load limits on the roof of a building.
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.
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.
The final roof design loads shall not be less than 20 psf after all reductions are factored except for lyon storey counties.
In order to stay intact and in place a roof must be able to resist loads both permanent and temporary that are pushing.
Drift load design in the 30 psf zones may utilize asce 7 16 table c7 1 ground snow values.
However in my practice i typically use the horizontal run of the roof for both types of load.
Ground snow loads p g for northern nevada locations 1.
Pitch angle incline slope they all can be used to refer to the steepness of a roof.
For dead loads you are correct.