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@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@cox.net
> To: seaint@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@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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