JStructsteel
Structural
- Aug 22, 2002
- 1,357
110' wide metal building, 1/4" per foot monoslope frames (col in middle). For rain on snow surcharge, would it be required? Is my W length 110', thus my W/50 is triggered and 5 psf required?
The reactions have snow load called out, and seems to make sense at 20psf, due to Pf min. They also have a 'rain' reaction, which is a little less than the snow load reaction. Im not sure where that is calculated. I would figure it should be about 1/4 of the snow load, since Pf=20psf, and R on S surcharge would be 5 psf.
Should I question them on the R on S surcharge? What is the 'rain' reaction all about?
before asking metal building engineer, want to know if I am making sense.
EDIT: I see that the R on S surcharge is added to the Pf not Pmin. But still want to know what the rain reactions are.
The reactions have snow load called out, and seems to make sense at 20psf, due to Pf min. They also have a 'rain' reaction, which is a little less than the snow load reaction. Im not sure where that is calculated. I would figure it should be about 1/4 of the snow load, since Pf=20psf, and R on S surcharge would be 5 psf.
Should I question them on the R on S surcharge? What is the 'rain' reaction all about?
before asking metal building engineer, want to know if I am making sense.
EDIT: I see that the R on S surcharge is added to the Pf not Pmin. But still want to know what the rain reactions are.