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RE: ringwall reinforcing design

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Hello:

API 650 is a good reference but it does not give you the formulae.
Gaylord's "Structural engineering Handbookl", chapter 27 whose author is
Wozniak (from CB&I) gives this :

Tr=(31.2)(Kh)(H)(D)(d)(g)

where d=ringwall height, ft
Tr= ringwall tension in lb
Kh=lateral earth-pressure coefficient

and area of steel = As= 1.7 x Tr / (0.9 x fy)

Plus need to add vertical steel for min. temperature steel requirements.

Hope this helps.  If you got any other references please let me know.

Aswin
- Aswin

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