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Mr. David Webster, Ph.D., P.E., S.E., M.ASCE
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RE: Wind loads on building canopies ASCE 7-16 & 22
Posted By
David Webster
03-17-2023 10:54 AM
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Thanks Christian. I would be inclined to to the same (envelope cases). ------------------------------ David Webster Ph.D., P.E., S.E., M.ASCE Senior Structural Engineer Seattle WA ------------------------------
RE: Wind loads on building canopies ASCE 7-16 & 22
Posted By
David Webster
03-17-2023 10:54 AM
Found In
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Peer-to-Peer Standards Exchange
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Thanks for your feedback Ron ------------------------------ David Webster Ph.D., P.E., S.E., M.ASCE Senior Structural Engineer Seattle WA ------------------------------
Wind loads on building canopies ASCE 7-16 & 22
Posted By
David Webster
03-07-2023 08:29 PM
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There may be a better place to post this comment/QA but I had some difficulty finding an appropriate channel to start the discussion. ASCE 7-22 (and ASCE 7-16) Chapter 30 - Components and Cladding - Section 30.9, addresses the wind forces on building canopies. According to Figure 30.9-1B, the maximum ...
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