In accordance with API-653, Section 188.8.131.52, the stress value to be used to calculate the tank minimum thickness is given as 21,000 psi.
The question is should we change the stress value if material type and grade are known?
Would like to share some tips in the design and construction of Atmospheric Storage Tanks.
What is the Design Code for specifying the Rectangular Storage Tank with the following design criteria:
Can anyone share the "Above Ground" Atmospheric Storage Tanks design and characteristics?