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ringwall reinforcing design

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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