Jan 16, 2012 #1 DHKpeWI Structural Joined Dec 7, 2009 Messages 164 Location US 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.
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.
Jan 16, 2012 #2 MiketheEngineer Structural Joined Sep 7, 2005 Messages 4,654 Location US Yes - check both. Also check for simple structure - usually less. Upvote 0 Downvote
Jan 16, 2012 #3 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US Agree. Your overhang distance might be less than the canopy depth. Upvote 0 Downvote
Jan 19, 2012 #4 slickdeals Structural Joined Apr 8, 2006 Messages 2,268 Location US Treat it with more than 50% blockage under the open building chart in ASCE 7. I know this has been discussed in other threads here. Upvote 0 Downvote
Treat it with more than 50% blockage under the open building chart in ASCE 7. I know this has been discussed in other threads here.
Jan 19, 2012 #5 ron9876 Structural Joined Nov 15, 2005 Messages 669 Location US And what height does everyone use for this condition? Canopy or building? Upvote 0 Downvote
Jan 19, 2012 #6 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US ron9876....canopy Upvote 0 Downvote