Two large scale model tanks were tested dynamically under deflagration loads to improve understanding of frangible joint behavior. Weld joint specimens were tested to evaluate sensitivity of the frangible joint to weld dimensions. Hi henry you can refer to 3 10 2 5 addendum march 2000 which states roof plates shall be attached to the top angle of the tank with a continuous fillet weld on the top side only you may want to review the tank design if this connection ask for frangible joint not exceeding 5mm continuous weld.
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