Welcome to the aboveground storage tank forum, a bulletin board dedicated
to tanks, fuel tanks, plastic tanks, fuel storage tanks, and above ground storage
tanks (AST) API650, API653 & UL142
aboveground storage tanks (AST) and chemical plastic tanks. Remember the forum
is made up of volunteers from experts to beginners. Unfortunately, we cannot allow free commercialism that promotes products, services, or sites.
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How to calculate Uplift as per API 650 for atmospheric fixed roof tanks. - Saturday, December 31, 2011 - zeon [634]
Dear experts,As per API 650 table- 5-21A various cases are given to calculate uplift for anchor requirement.My querry is when tank is atmospheric and fixed roof type : 1 which cases to be considered. 2 what should be the value of P and Pt design and test pressure respectively.If both design and test liquid levels are same and below top curb angle. Thanks in advance for your time to time diection.Wish you all a very very happy new year ahead. Regards Zeon
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ETANK2000: The #1 CAE tool for aboveground storage tank design / re-rating / inspection evaluation to API-650, API-620, API-653, & UL-142
AMETank (comming soon): All of the ETANK2000 engineering / code calculations plus Bill of Materials, Fabrication Drawings, and (soon) Estimating.
4611 Broad River Road, Suite I
Forum 
Dear experts,As per API 650 table- 5-21A various cases are given to calculate uplift for anchor requirement.My querry is when tank is atmospheric and fixed roof type : 1 which cases to be considered. 2 what should be the value of P and Pt design and test pressure respectively.If both design and test liquid levels are same and below top curb angle. Thanks in advance for your time to time diection.Wish you all a very very happy new year ahead. Regards Zeon
Industrial Training School and AIS Forensic Testing Laboratory.
