Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard holes for all bolted connections.
Rework Problem 19-12 assuming that the angle is an L127 x 89 x 12.7 and that the gusset plate is 13 mm thick. Assume a 10-mm fillet weld. Assume that the long leg of the angle is connected to the gusset plate.
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