Feb 9, 2004 #1 gerrytnt Structural Joined Feb 9, 2004 Messages 1 Location US Is the windload in column A of table 16(13-52-310) of the Chicago building code used on both the windward and leeward side simultaneously? for example up to 200' is the total wind loading 40 psf?
Is the windload in column A of table 16(13-52-310) of the Chicago building code used on both the windward and leeward side simultaneously? for example up to 200' is the total wind loading 40 psf?