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Re: ASCE 7-05 Wind Forces

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Bill,
 
It appears to apply strictly to single-story buildings with 2,160 sq. ft of the floor area. 
I don't think it will really help anybody, am I wrong?
 
V. Steve Gordin, Ph.D.,
Registered Structural & Civil Engineer
Irvine CA
Tel. 949.552.5244 
 
 
----- Original Message -----
Sent: Saturday, January 26, 2008 16:43
Subject: Re: ASCE 7-05 Wind Forces

Mark -

You're referring to IR 16-4, right?

If so, I believe James Lai implied today at the seismic seminar in Long Beach that this method has been approved for the IBC 2009 and ASCE 7-10.
--
T. William (Bill) Allen, S.E.
ALLEN DESIGNS
Consulting Structural Engineers


---- Mark Johnson <markajohn(--nospam--at)yahoo.com> wrote:
>
>
> Check out the DSA Alternative Wind method that Gerard Madden
> found in this file.
>
>

>
>
> http://www.documents.dgs.ca.gov/dsa/pubs/IR_Manual_updated_01-02-08.pdf
>
>

>
>
> MJ
>
>
>
>
>
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