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

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>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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