A concrete beam frames into a wide flange column with reinforcing bars welded directly to the structural steel section. The bottom reinforcement of the concrete beam is fillet welded to the wide flange beam using an E80 electrode. The top reinforcement of the beam is welded through a steel plate per plan. A concrete slab and associated reinforcement extend across the assembly with a cantilevered edge that varies per plan. A wide flange column is visible in the background along the centerline of the beam and column.
NOTES: 1) SEE 1&3/S03-3204 FOR INFORMATION NOT NOTED CANTILEVERED EDGE VARIES PER PLAN FILLET WELD CONC. BM. BOT. REINF TO WF BM. (USE E80 ELECTRODE) BEAM TOP REINF PER PLAN WELDED THRU STL PL BEAM BOT. REINF PER PLAN. CONC. BEAM & REINF. PER PLAN FACADE PER ARCH. CONC. SLAB & REINF PER PLAN CL OF BEAM & COL WF COLUMN BEYOND
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