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RE: 10 PSF Minimum Wind Load (IBC 2003 )

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OK

 


From: Casey K. Hemmatyar [mailto:khemmatyar(--nospam--at)gmail.com]
Sent: Wednesday, April 12, 2006 9:37 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: 10 PSF Minimum Wind Load (IBC 2003 )

 

Rich:

If you look at Allan William's "Seismic & Wind Design" book, you'll notice that he's replaced all the table values that are less than 10, with the minimum code prescribed value of 10 psf.

 

Regards

Casey (Khashayar) Hemmatyar, PE

California

 

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