0.6 factor for wind loading
0.6 factor for wind loading
(OP)
I read in an online webinar that the DP for windows is calculated by applying a 0.6 factor to the ASCE-7 equation.
(http://c.ymcdn.com/sites/www.fmausaonline.org/reso...)
I wanted to verify this. I failed to find this factor in the ASCE-7. Could someone clarify this for me plaese?
Thanks
(http://c.ymcdn.com/sites/www.fmausaonline.org/reso...)
I wanted to verify this. I failed to find this factor in the ASCE-7. Could someone clarify this for me plaese?
Thanks






RE: 0.6 factor for wind loading
RE: 0.6 factor for wind loading
RE: 0.6 factor for wind loading
SteelPE, that's "design pressure".
RE: 0.6 factor for wind loading
The new code update appears to have caused a bit of confusion with lots of people.