azogr
Structural
- Feb 21, 2007
- 59
Hi All,
Why is it that a flat roof snow load can be reduced for high slopes yet there is no mention of reducing drift loads on that same roof? Is there a rational method for reducing the drift loads like perhaps multiplying it by the Cs factor? I'm curious what you guys think about this.
Thanks
Why is it that a flat roof snow load can be reduced for high slopes yet there is no mention of reducing drift loads on that same roof? Is there a rational method for reducing the drift loads like perhaps multiplying it by the Cs factor? I'm curious what you guys think about this.
Thanks