401laurent
Mechanical
- May 4, 2007
- 58
Hi All,
Could some one help me on this:
I have to design a vertical S.S Tank,12'dia. 48'H With plain & inclined S.S Bottom not on the floor but with skirt.
my question is:
API 650 as Standard dont cover this case, it deal only with flat bottom on Floor, which standard can I use to calculate thicknesses?.
I think to make plate form ( plain C.S plate with gusset and pipe on center all welded to skirt in order to support the gravity of product stored ), then I can use a very thin thk of S.S bottom sheet.
Please give me your opinion.
Regards.
Could some one help me on this:
I have to design a vertical S.S Tank,12'dia. 48'H With plain & inclined S.S Bottom not on the floor but with skirt.
my question is:
API 650 as Standard dont cover this case, it deal only with flat bottom on Floor, which standard can I use to calculate thicknesses?.
I think to make plate form ( plain C.S plate with gusset and pipe on center all welded to skirt in order to support the gravity of product stored ), then I can use a very thin thk of S.S bottom sheet.
Please give me your opinion.
Regards.
