A continuous steel angle sized L6x6x1/2 is welded with five-sixteenths inch fillet welds to a structural steel beam, fitted with three-quarter inch diameter by six-inch shear studs spaced at twelve inches on center. The concrete slab features a step condition reinforced with number five bars at six inches on center and slab reinforcement sized per plan, maintaining a one-and-a-half inch clearance. Three-quarter inch diameter deformed bar anchors measuring two feet six inches long are installed in the field at twelve inches on center, offset from typical bars. A one-half inch plate is spaced at thirty-two inches on center along the assembly.
6 PER PLAN PER PLAN 4½" CLR. 1½" CLR. 1½" CLR. 1½" CLR. 5/16 5/16 5/16 3-12 5/16 3-12 L6x6x1/2 CONT. W/ 3/4")x6" STUDS @ 12" O.C. 3/4") DEFORMED BAR ANCHOR x 2'-6" @ 12" O.C. - INSTALL IN FIELD & OFFSET FROM TYP. BARS SLAB REINF. PER PLAN SLAB REINF. PER PLAN - 1/2" @ 32" O.C. #5x @ 6" O.C. STL BM 1½" CLR.
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