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Re: Wind Loads on Monopoles

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Sorry to have come in on this thread a little late, but I do agree with the
thought that this structure's wind loading should be done using TIA/EIA-222-F.
And just as a side note on the 25 psf requirement, if you look at the wind
loading in TIA/EIA you will see that for any wind speed over 70 mph you will
meet that criteria.

Bill King
Odenton, MD