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Re: ACI Code requirement: ties at steel colu

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But do you detail this way, and why?

-Keith

--- Roger Turk <73527.1356(--nospam--at)compuserve.com> wrote:
> Keith,
> 
> Good practice is not always codified.
> 
> A. Roger Turk, P.E.(Structural)
> Tucson, Arizona
> 
> Keith Fix wrote:
> 
> . > I give up! I can't find it!
> 
> . > My boss remebers a code requirement for ties around anchor bolts for
> steel
> . > columns and/or at the tops of concrete pedestals for steel columns.  We 
> . > have only been able to find the requirement in the earthquake section of 
> . > UBC 97, but not for general loading or in any other code.
> 
> . > If anyone knows where this code requirement can be found, PLEASE REPLY!
> 
> . > Also, your usual practice and engineering judgement is also appreciated.
> 


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