A beam per plan connects to a supporting column flange at a skew using a full-height one-half-inch bent plate. The bent plate is welded to the support with five-sixteenth-inch fillet welds top and bottom. The beam web connects to the outstanding leg of the bent plate with a bolted connection.
BM PER PLAN FULL HT 1/2" BENT PL. REF 8/S5.51. SEE 20/S5.51 FOR BOLTED CONNECTION 3" 5/16 T&B 5/16
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