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RE: AISC minimum number of bolts

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I haven't done very much steel in a while, but is there still a requirement
that the minimum connection must handle 6k? That used to be 2-5/8" dia M.B.
But, that was in the last century.

Man, I'm feeling old.

T. William (Bill) Allen, S.E.
ALLEN DESIGNS
Consulting Structural Engineers

> -----Original Message-----
> From: jatech(--nospam--at)telus.net [mailto:jatech(--nospam--at)telus.net]
> Sent: Tuesday, April 15, 2008 3:42 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: AISC minimum number of bolts
> 
> I'm not certain of an AISC requirement but the erector will want two
> holes, one
> for drifting.
> 
> Dave
> 
> Quoting Drew Morris <dmorris(--nospam--at)bbfm.com>:
> 
> > I have a steel framed project with HSS wind girts.  I calced and drew
> > the girt to column connection with one bolt.  The steel detailer
> > mentioned that there is an AISC requirement for 2 bolts?  Does anyone
> > know if this exists and where it is located?  TIA
> >
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> 
> 
> 
> 
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