AG, just for grins I assumed that the top rectangular plate on your IC is 6x12", edges rigidly supported since they're all welded, thickness 0.187", and at 40 psi I get a deflection in the center of that section of 0.03" and a peak stress at the center of the 6" edges of 20,000 psi which is about half of the "book" tensile strength (depending on the alloy), not counting the loss you will get from the weld, which could be up to 50% depending on the alloy and initial heat treat/work hardening. The peak stress of the deflection from each sloped plate will also be in the middle of the same 6" weld seam, and the welds will be the weak spots compared to the base metal. The sides should be weaker since they are larger but my simple calculator doesn't do trapezoids
. It probably won't permanently deform the first time you pressurize it, but I would be worried about how many (or few) cycles it will take to start a crack - keep a sharp eye on those welds where the sloped ends join the center flat. The tanks on the other end will be stronger since all the individual sections are much smaller, but this large tank has me concerned. If you don't start your pressure testing with water, at least please set up a micrometer on the middle of those 6" long welds so you can see if the tanks are bulging down at 10-20 psi. Does the 3D CAD program you are using also do stress and deflection calculations? Oh, going to 0.25" plate will cut the deflection by almost a factor of three, to about 0.013", and the peak stress in half, to about 12,000 psi, which will greatly help your safety margin on the large tank.