A concrete rib and infill floor slab bears onto a parallel flange channel edge beam equipped with a ten millimeter seating plate and ten millimeter stiffeners spaced at eight hundred millimeters on center. An H12 trimmer bar anchors into the edge of the slab. A D12 twagger bar laps six hundred millimeters into the slab reinforcement specified per plan.
Slab reinforcement as per plan PFC D12 twagger bar 6FWAR to PFC, lapped 600mm H12 trimmer bar 10mm seating plate with 10mm stiffeners at 800crs 6FWAR
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