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RE: Wind Loads on Flagpoles

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See NAAMM FP-1-86  "Guide Specifications for Design Loads of Metal
Flagpoles" copyright 1986 or later, by Nat'l Assoc. of Architectural Metal
Mfrs
(with thanks to John Loscheider P.E. for the reference)

> ----------
> From: 	AnandNene(--nospam--at)aol.com[SMTP:AnandNene(--nospam--at)aol.com]
> Sent: 	Tuesday, September 01, 1998 4:50 PM
> To: 	seaint(--nospam--at)seaint.org
> Subject: 	Re: Wind Loads on Flagpoles
> 
> 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.
> 
> 
>