Wind Loading for a flat canopy attached to a building
Wind Loading for a flat canopy attached to a building
(OP)
What is the most appropriate method in asce 7-05 in coming up with design pressures for a flat roof canopy attached to a building?






RE: Wind Loading for a flat canopy attached to a building
I'll be interested to hear from others.
RE: Wind Loading for a flat canopy attached to a building
RE: Wind Loading for a flat canopy attached to a building
RE: Wind Loading for a flat canopy attached to a building
http://www.iccsafe.org/dyn/prod/9079S03.html
RE: Wind Loading for a flat canopy attached to a building
Hope this helps.