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  1. panelguy1

    Overhang loads for monoslope roofs C&C ASCE 7-10

    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...
  2. panelguy1

    ASCE -7-10 components and cladding wind corner zones

    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?

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