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wind load on canopies
wind load on canopies
would anybody know how to calculate wind load on
curved canopies? any code or article? thanks.
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depends which country?
in the uk bs6399 gives comprehensive rules for wind load calculation on such elements.
frank:
if the canopy is open, open structure calcs in the us will govern (see asce 7). don't forget about the minimum design load portions.
how big's your "canopy"?
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