This connection details a cantilevered steel floor beam framing into a supporting steel beam utilizing a one-half inch typical shear tab. The web connection is secured with three seven-eighths inch diameter bolts on each side, supplemented by a five-sixteenths inch typical fillet weld. The top and bottom flanges of the steel beam feature complete joint penetration welds at the weld access holes. A composite metal deck with concrete topping bears across the top flange of the steel members.
CANTILEVERED FLR BM (3) 7/8"Ø BOLTS TYP 1/2" SHEAR TAB, TYP WELD ACCESS HOLE, STL BM CJP, TYP 5/16 TYP
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