1 evaluation of the area inequality as a method to predict the buckling response of the compression ring 2 effect of roof slope tank diameter and weld size on the frangible joint and 3 effect of the relative strength. 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. This paper presents the results of an investigation into the frangible joint behavior of tanks designed to api 650 rules.
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