A concrete slab bears on a universal column (UC) with a parallel parallel flange channel (PFC) and timber infill. Nineteen-millimeter diameter by seventy-five-millimeter shear studs are spaced at four hundred millimeters center-to-center, passing through fifty-millimeter diameter holes in the timber infill. The timber cantilevers over the PFC. Slab reinforcement includes H10 hooked saddles with thirty-five millimeters of top cover, set at a maximum two-hundred-millimeter extension, alongside slab reinforcement placed as per plan.
Slab reinforcement as per plan 50mm Ø hole through timber infill for shear stud Timber to cantilever over PFC UC 19mm Ø x 75 shear studs at 400 crs. 35mm top cover H10 hooked saddle 200mm max
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