API 650 Overturning Toe Pressure
API 650 Overturning Toe Pressure
(OP)
What is the approach/equation to calculate the overturning toe pressure on a concrete ringwall in a seismic event? I have a 89'x32'H welded steel tank that is in seismic zone 4 and is resting on a concrete ringwall (not bolted down).
Any help would be greatly appreciated.
Thanks,
Mike
Any help would be greatly appreciated.
Thanks,
Mike





RE: API 650 Overturning Toe Pressure
Steve Braune
Tank Industry Consultants
www.tankindustry.com
RE: API 650 Overturning Toe Pressure
Thanks again.
RE: API 650 Overturning Toe Pressure
Steve Braune
Tank Industry Consultants
www.tankindustry.com
RE: API 650 Overturning Toe Pressure
Jeffcoat Smitt
www.etank.com
www.fteinc.com