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Re: ASCE 7-05 Wind Forces

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Hi, Steve.

Of course you're not wrong.

Try IR 16-7.
:o)
--
T. William (Bill) Allen, S.E.
ALLEN DESIGNS
Consulting Structural Engineers


---- Steve Gordin <sgordin(--nospam--at)sgeconsulting.com> wrote: 
> 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 ----- 
>   From: t.w.allen(--nospam--at)cox.net 
>   To: seaint(--nospam--at)seaint.org 
>   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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