Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Canopy Roof Wind Load

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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
eskelsev(--nospam--at)juno.com
******************************************************************************

_____________________________________________________________________
You don't need to buy Internet access to use free Internet e-mail.
Get completely free e-mail from Juno at http://www.juno.com
Or call Juno at (800) 654-JUNO [654-5866]