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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From: vance [289] Date: Tuesday, December 18, 2007 Time: 9:28:43 AM Remote Name: 24.116.223.210
Comments
What is the proper interpretation of API 650 3.1.5.7 (b.) Shell to bottom fillet welds. Example: If you have AST with a 9/16" annular plate thickness and a shell bottom course thickness of 1-1/4" are you limited to a 9/16" weld size or can the weld size be up to 1-1/4", but not exceed the shell plate thickness.
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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 
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.
Industrial Training School and AIS Forensic Testing Laboratory.
