Hello everyone,
This is my first time designing a tall vessel and have the following question. Is there provision in EN 14015 code for a flanged flat bottom, fully seated on a concrete foundation? Thank you in advance.
The scope of EN 14015 is for vertical, cylindrical, flat bottomed, above ground, welded steel tanks . The foundation could be
pad type, Concrete ring type , Concrete surface mat .
Is your question for an anchored tank ?A sketch would help to get your point.
My question regards whether or not a flat bottom with flanged ends, instead of a "typical" flat bottom, is acceptable according to the EN-14015 standard, and under what conditions. For example, as far as I know, flanged bottoms are acceptable in API 650. Here is a sketch of a section with the design I have in mind, if that helps.
The tank sketch in your post ,does not comply with EN 14015 requirements and can be assumed non- standard tank . The bottom detail in EN 14015 as shown below and API 650 has similar details . The bottom plate thk min. 6.0 mm defined. Regarding chair supports , you can look Annex M Tank anchorages.
If you are looking for the design of this tank , my suggestion would be a hybrid approach ( EN 1993-4-1 flat bottom ground supported silo ) and , ( EN 14015 )
Normally, a shovel-bottom (sloped to one side) would not be a flanged bottom.
From the original question, I was thinking flanged as in having bolt holes like a pipe flange, not a flange like an F&D head.
The outlet illustrated does not meet API-650, but has been done a fair bit.