Description Picture Description Picture
SNPOne 55 × 55 × 250 mm toothed metal plate, folded at an angle of 900, molded into the slab. GSPOne 115 mm wide folded steel plate, embedded into the slab for a depth of 50 mm and epoxy-glued into a 70 mm deep slot milled in the glulam beam.
SMContinuous steel mesh embedded into the slab for a depth of 50 mm and epoxy-glued into a 50 mm deep slot milled in the glulam beam. ST + S + NOne Ø20 × 67 mm long steel tube inserted into the concrete slab with one Ø20 × 160 mm hexagon head coach screw and one notch cut from the glulam beam.
SST + SOne Ø20 × 47 mm long steel tube inserted into the concrete slab with one Ø20 × 120 mm hexagon head coach screw. GDFOne Ø20 × 120 mm dowel with flanges embedded into the concrete slab for a depth of 50 mm and epoxy-glued into a 70 mm deep hole drilled in the glulam beam.
SP + NTwo folded steel plates embedded into the slab for a depth of 50 mm and nailed to both sides of the glulam beam with 8 Ø4.5 × 75 mm annular ringed shank nails. - -
Fig. (9) Different types of shear connector tested in a TCC system (pictures taken from [30, 31]).