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Re: sidesway web buckling - AISC 9th edition K1.5

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Thanks Domenic, but I hear that enough from
contractors! or is it "Thats the way we always do it."
Ken
--- Domenic DeAngelo <domdean(--nospam--at)mediaone.net> wrote:
> 
> >I'm pretty sure
> > that I am doing it correctly but the allowable
> loads
> > that I come up with (without using a stiffener)are
> a
> > lot higher than I would have expected.  It makes
> me
> > wonder why I see so many stiffeners under
> concentrated
> > loads.
> > 
> > Thanks in advance for your help.
> > 
> > Ken Peoples, P. E.
> > lvta(--nospam--at)fast.net
> 
> 
> Because that's the way it's done!
> 
> 
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