RPMG, would this apply if you're calculating based on Part 1 (30.4-1)? I normally use Part 1 to find the wind pressures for the walls and roof, but I can't seem to find any clear instruction on finding overhang pressures within Part 1. I know 30.7-1 has a table for monoslope/flat but Part 1...
Hi all, I have a question on how to calculate the components and cladding wind loads for a overhang on a monoslope roof? ASCE 7-10 has CGp values for overhangs for gable roofs on Figures 30.4-2BA through 30.4-2C but does not have figures for any other types of roofs. Can anyone give me any...
I'm currently working on a project where one of the "corner" is 130°. I have searched everywhere in ASCE 7-10 to find out what the maximum angle can be for a wall zone to be considered a corner. Will I have to consider this area as a corner zone?
