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Re: ASCE 7-02 wind load on a sign?

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There is a good worked out example in "Guide to the Use of the Wind Load Provisions of ASCE 7-02" available through ASCE press.
ASCE 7-02 is not too simple like the UBC.  You need to use formulae 6-25 which uses several other formulae
- Aswin
Aswin Rangswamy, P.E.
Los Angeles, California

From: ken kirkland [mailto:kenmail234(--nospam--at)]
Sent: Friday, May 20, 2005 10:30 AM
To: seaint(--nospam--at)
Subject: RE: ASCE 7-02 wind load on a sign?

What formular that you can use with these coefficient? 

Harold Sprague <spraguehope(--nospam--at)> wrote:
ASCE 7-02 page 70 has the coefficients for solid signs.

Harold Sprague

>From: ken kirkland
>To: seaint(--nospam--at)
>Subject: ASCE 7-02 wind load on a sign?
>Date: Thu, 19 May 2005 15:31:16 -0700 (PDT)
>Does any one know what fomular I should use to get the wind load on a solid
>sign (ASCE 7-02)?