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Re: Wind Loads on Flagpoles

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Continuing further on Bill Allen's thread, I would like to know the factors to
be applied for flag poles and flag.  The flag poles are generally straight
forward (it is not a DSA project -:)).  I am interested to know what factors
to apply for the flag itself.  I did not find any reference in the UBC nor in
ASCE 7-93.

Anand Nene, S. E.