A WT10.5x34 beam frames into a wide flange column with orientation varying, positioned at a maximum three feet four inches from the column centerline. A five-sixteenths inch fillet weld connects the WT beam top flange while a partial joint penetration weld with a five-sixteenths inch size is specified at the web connection. An alternate condition details a backspan beam framing with a seven-sixteenths inch minimum plate per the deck spanning parallel to beam detail below. The concrete slab is not shown in this structural steel framing layout.
PJP (5/16) ALTERNATE AT BEAM WT10.5x34 PL7/16 MIN CL COL 3'-4" MAX WF COL, ORIENTATION VARIES SLAB NOT SHOWN WT10.5x34 5/16 AT COLUMN BACKSPAN BEAM PER "DECK SPANNING PARALLEL TO BEAM" DET BELOW
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