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Fw: Steel-Detail: Re: Erecting Steel Braced Frames with Bolted Connections

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> From: DALLAS <dmsulliv(--nospam--at)wf.net>
> To: 'Fountain Conner' <fconner(--nospam--at)pcola.gulf.net>;
steel-detail(--nospam--at)steel-link.com
> Cc: seaint(--nospam--at)seaint.org
> Subject: RE: Steel-Detail: Re: Erecting Steel Braced Frames with Bolted
Connections
> Date: Friday, June 25, 1999 8:08 AM
> 
> I do a great deal of angle x-bracing and always use 1/16" oversize holes.
> Seldom do we need to make any field adjustments. Mill tolerances should
not
> be a significant factor here. I would expect detailing, fab, and anchor
bolt
> placement to be the problem. Just my opinion.
> 
> Best regards,
> Dallas