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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
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Aswin Rangswamy, P.E.
Los Angeles, California
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From: ken kirkland [mailto:kenmail234(--nospam--at)yahoo.com]
Sent: Friday, May 20, 2005 10:30 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: ASCE 7-02 wind load on a sign?

What formular that you can use with these coefficient? 

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

Regards,
Harold Sprague




>From: ken kirkland
>Reply-To:
>To: seaint(--nospam--at)seaint.org
>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)?
>
>TIA
>
>
>