A　prefabricated　steel-reinforced　concrete　slab　with　C-type　steel　border　was　proposed,　which　can　effectively　improve　the　connection　strength,　realize　two-way　slab　and　increase　the　rigidity　of　the　floor.　Static　tests　of　6　proposed　slab　specimens　were　conducted.　The　strain　development　of　steel　bars　and　C-type　steel,　as　well　as　the　load-deflection　relationships,　were　analysed,　while　the　design　bearing　capacity,　failure　mode　and　ultimate　bearing　capacity　were　obtained.　Parametrical　analysis　by　finite　element　method　was　performed　to　investigate　the　influence　of　the　height　and　thickness　of　the　web　and　the　width　of　the　flange　with　C-type　steel　border　on　the　flexural　bearing　capacity　of　the　floor.　Based　on　the　test　and　finite　element　results,　a　simplified　calculation　method　for　the　flexural　bearing　capacity　of　the　proposed　slab　is　proposed.　Copyright　©2022　Engineering　Mechanics.　All　rights　reserved.