steel wire to the rebar connectors 4 and 5 and the rebars of the bottom 8 should be supported by u201c chairs u201d 10 the system performs with the following functions to keep all of the rebar connectors 4 and 5 with a proper parallelism and angle in relation to the beam 39 s axis to supply support and horizontal stability to rebar connectors 3 and 4 during the pouring of the slab the u201c chairs u201d 10 hold together these rebars 8 and give them support and spacing the u201c chairs u201d should be placed on the top of the ridges of the steel deck 6 to supply the slab 7 with the required reinforcement 8 and 9 in order to take the stresses caused by temperature changes to create a rebar mesh 8 and 9 with the transverse rebars 9 that go on top of the steel deck 6 but with those 9 that are not rebar connectors 14 and go across the top layer of holes of the plate connector and 2 and 3 cover the central portion of the span of the slab along all its length 7 it is important to keep the splice of these transverse rebars 10 across the width of the slab 39 s transformed section 7 in order to keep there the same longitudinal horizontal shear strength to distribute the stresses caused by point loads on the slab 9 thus avoiding cracking and disintegration in the reinforced concrete of the slab the plate connector 1 22 with holes crossed by rebar connectors 21 and joined to a steel column profile 13 has the following structural functions the set plate connector 1 22 with its rebar.