LPPE
Structural
- May 16, 2001
- 578
I have a tall metal stud roof parapet that was designed to resist the applicable components and cladding wind forces. Behind this parapet is the potential for up to 7 feet of snow drifting. The roof system has been designed to accomodate this drifting load.
Now, a peer reviewer brought up the subject of wether or not the parapet had been designed for horizontal thrust or bending due to snow "pileup". The analogy I come up with is equivalent to soil pressure on a basement or retaining wall. If soil density is approx 110 pcf and EFP roughly 35 psf, then if snow denisty is 18 pcf, would EFP snow equal 6 psf?
Any thoughts, comments, ideas? Overall, I think the wind pressure will govern the parapet stud design, but I now need to justify that.
Now, a peer reviewer brought up the subject of wether or not the parapet had been designed for horizontal thrust or bending due to snow "pileup". The analogy I come up with is equivalent to soil pressure on a basement or retaining wall. If soil density is approx 110 pcf and EFP roughly 35 psf, then if snow denisty is 18 pcf, would EFP snow equal 6 psf?
Any thoughts, comments, ideas? Overall, I think the wind pressure will govern the parapet stud design, but I now need to justify that.