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Re: QUERY: HSS Connections Manual Erratum?

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No, they've already previously CHECKED the web crippling, etc., for the web. The
calculation to which I refer is SPECIFICALLY supposed to be the wall of the HSS.

Matt Melcher wrote:
> 
> I believe they are saying that HSS wall strength is not governing the calc
> (K1-2).  They are checking the wall crippling of the W18x40, hence Fy =36