Wind Loads at Entry Canopy
Wind Loads at Entry Canopy
(OP)
How do you treat wind loads on an entry canopy? Do you view it as an overhang or as an open structure? In this particular case, the canopy protrudes about 10'-0" from the building and is about 40'-0" wide.






RE: Wind Loads at Entry Canopy
RE: Wind Loads at Entry Canopy
RE: Wind Loads at Entry Canopy
RE: Wind Loads at Entry Canopy
RE: Wind Loads at Entry Canopy