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Re: Canopy Roof Wind Load

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Wind Load per UBC = 25.76 PSF (90MPH,C,I=1,ht=	31.08) = qs*Ce*I
		= 36.06 psf,  with Cq = 1.4 for open uplift

I would check the procedure again.  I know ASCE 7-95 is different, but I
wouldn't expect that much difference.

Valerie Eskelsen
Canam/Sun Steel Buildings and Joists

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