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RE: temp steel

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Need more details - is this a long, low wall such that flexure is
essentially all vertical, and lots of restraint built in horizontally,
for example?

> ----------
> From: 	Mark D. Baker[SMTP:shake4bake(--nospam--at)earthlink.net]
> Sent: 	Wednesday, June 17, 1998 12:19 PM
> To: 	seaoc
> Subject: 	temp steel
> 
> 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
> 
> 
> 
>