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RE: ringwall reinforcing design

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"Circular Concrete Tanks Without Prestressing", Portland Cement Association,
Skokie, Illinois.

Harold Sprague, P.E.
The Neenan Company

-----Original Message-----
From: Yang, Liao/ANC [mailto:LYang(--nospam--at)]
Sent: Wednesday, November 04, 1998 11:42 AM
To: 'seaint(--nospam--at)'
Subject: ringwall reinforcing design

I need design a concrete ringwall to support a flat bottom anchored water
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
instead of FEA?