Dear users,
While I am calculating the thickness of plates for tanks, I have realized that, there is a rule in Appendix E . Normally we design the thicknesses of annular,bottom and shell plates as per section 5 of API650. As per this, the thickness of annular plate is enough if it is bigger than the bottom plate thickness (or equal) .
But as per Appendix E , there is a rule for annular plate thickness related with shell plate thickness
E.6.2.1.1.2 , ( API 650 , 11 th )
The thickness, ta, corresponding with the final wa in Equations E.6.2.1.1.1-1 and E.6.2.1.1.1-2 shall not exceed the first shell course thickness, ts, less the shell corrosion allowance.
ta: thickness of annular plate excluding C.A.
ts: thickness of first shell course including C.A.
Now , My question, What if ;
bottom plate thickness is 9 mm (including C.A) ,
bottom C.A : 3 mm ,
annular C.A : 3 mm,
shell plate C.A : 1,5 mm ,
than, shell plate thickness should be at least 8 mm. Am I wrong ? ( by the way , according to the design section of API650, shell thickness is only related with tank diameter. and it is given as 5 mm for my tank diameters.)
I kindly request your comments.
Thanks in advance .
Regards,