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1. A circular plate 100 mm diameter is welded to another plate by means of 6 mm fillet weld. If the permissible shearing stress in the weld equals 10 kg/mm2, then the greatest twisting moment that can be resisted by the weld will be
(A): 212 π kg.m
(B): 300 π kg.m
(C): 424 π kg.m
(D): 60 π kg.m
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