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RE: temp steel

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If you think of it as a structural slab turned vertical, then you can
use ACI 318 10.5.3
 
> -----Original Message-----
> From:	aamir(--nospam--at)aa.lhr-com.net [SMTP:aamir(--nospam--at)aa.lhr-com.net]
> Sent:	Friday, June 26, 1998 12:02 PM
> To:	seaoc(--nospam--at)seaoc.org
> Subject:	Re: temp steel
> 
> 
> Yes Alex, you are very right.As for minimum steel, temperature
> steel requirement if gives more steel than calculated flexural steel
> it is to be provided and not the calculated flexural
> reinforcement. Aamir Mahmood Pakistan 
>  Dear Mark,
> >
> >   The requirement for temperature steel governs
> >so. I would use #4 at 9" each way.
> >
> >   My 2 cents worth.
> >
> >   ALEX C. NACIONALES, C.E.
> >   Iloilo City, Philippines
> >
> >
> >
> >Mark D. Baker wrote:
> >
> >> I've been lurking for a while but now have a
> >> head scratcher to post.
> >>
> >> Consider the following scenario:
> >>
> >> Flexural steel requirement for a shotcrete
> >> wall yields #4 @ 18" o.c.
> >> Temp. steel req. yields #4 @ 9" o.c.
> >>
> >> Would you install #4 @ 18" flexural & #4 @ 9
> >> temp. or...
> >> install #4 @ 9" each way.
> >>
> >> Maybe I should detail #4 @ 18 flexural and #4
> >> @ 9 temp.  just to see if
> >> the contractor calls to ask if the orientation
> >> is shown properly on the
> >> drawings :)
> >>
> >> Mark