A reinforced concrete slab bears on timber infill cantilevered over a parallel flange channel steel member. Nineteen millimeter diameter by seventy-five millimeter shear studs spaced at four hundred centers pass through fifty millimeter diameter holes in the timber infill to develop composite action. Slab reinforcement includes D10 hooked saddles with thirty-five millimeters of top cover, supplemented by additional reinforcement sized per the structural slab plan.
Slab reinforcement as per slab plan 50mm Ø hole through timber infill for shear stud Timber to cantilever over PFC PFC 19mm Ø x 75 shear studs at 400 crs. 35mm top cover D10 hooked saddle 200mm max
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