In order to give full play to the advantages of the high degree of industrialization of assembly and the excellent mechanical properties of steel-concrete composite structures

a kind of assembled double-slotted channel steel-concrete composite floor slab was proposed. Three groups of simply supported composite floor slab specimens were tested under four-point loading

and the mechanical properties of the composite floor slab under vertical static load were studied. The development law of floor cracks

deflection and strain (steel bar

steel beam

concrete slab) with load was analyzed. Based on the limit equilibrium method

the bearing capacity calculation formula considering the tensile membrane effect and stiffness strengthening coefficient was proposed. The results showed that the deformation of the composite slab is characterized by two-way slab. When the specimens are destroyed

the corner cracks and arc cracks appear on the top of the slab

the central area of the concrete slab bottom shows mesh cracks and oblique cracks extending to the corner

and the plastic bending of the double main girder occurs. When the center deflection of the floor reaches l0/40

the load of the specimens is 327.63 kN

436.92 kN and 406.12 kN respectively

and the bearing capacity of the composite floor is higher. The strain development of the steel bar is larger in the direction perpendicular to the steel beam and yields along the plastic hinge line. The calculation formula considering the tensile membrane effect and the stiffness strengthening coefficient is in good agreement with the test results

and the load-deflection curve of the floor is accurately predicted.