First question: will the tank be subjected to pressure?
If so, as far as I know, there's no Code nor standard in the US specific for rectangular tanks. I don't know if AD Merkblatter covers them (Stephan?).
Now, rectangular tanks have flat sides and heads, and ASME VIII teaches how to calculate them. So, you may use it. Warning, though: the resulting thickness is far higher than that of a round tank with dished heads.
If the tank isn't subjected to pressure (for example, it's full of water at atmospheric pressure), then it's not coverd neither by API 650 nor by AWWA D100. In this case, you should calculate the tank following the formulae and methods usually found on Strength of Materials books (finite elements, for example).
For those who are over 60, remember the good old Timoshenko?
Giovanni S. Crisi
Sao Paulo - Brazil
I used to work for a company that manufactured water desalization units that were retangular (about 60 ft long,12 ft wide),and they were contructed under ASME code,but were'nt stamped (only 12psi MAWP).