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Re: QUERY: HSS Connections Manual Erratum?

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I'm very glad to be of service.

> Heath Mitchell wrote:
> 
> Bill-
> 
> This is a misprint.  The wall crippling calculation should have used Fy of the
> HSS section (46 ksi).  The use of Fy = 46 ksi increases the design strength
> for wall crippling to 86.4 kips.  Thanks for pointing out this error.