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RE: ringwall reinforcing design

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FWIW, I picked up a copy of this about six months ago; cost about $20.

> -----Original Message-----
> From: Harold Sprague [mailto:harold.sprague(--nospam--at)neenan.com]
> Sent: Wednesday, November 04, 1998 12:55 PM
> To: 'seaint(--nospam--at)seaint.org'
> Subject: RE: ringwall reinforcing design
> 
> 
> "Circular Concrete Tanks Without Prestressing", Portland 
> Cement Association,
> Skokie, Illinois.
> 
> Harold Sprague, P.E.
> The Neenan Company
> harold.sprague(--nospam--at)neenan.com
> 
> 
> -----Original Message-----
> From: Yang, Liao/ANC [mailto:LYang(--nospam--at)CH2M.com]
> Sent: Wednesday, November 04, 1998 11:42 AM
> To: 'seaint(--nospam--at)seaint.org'
> Subject: ringwall reinforcing design
> 
> 
> I need design a concrete ringwall to support a flat bottom 
> anchored water
> tank.
> The seismic overturn moment and base shear are calculated per 
> AWWA D100.
> 
> My question are:
> How do I size the ringwall reinforcing Torsion and Shear? Is there
> any reference book or standard procedure I can find? Is there any hand
> calculation 
> instead of FEA?
> 
> Thanks 
> 
> Liao
> 
> 
> 
>