In a one-way slab, the load is transferred from one side to the other. In this type of slab, the maximum load will be transmitted over a long span. Therefore it is necessary to give proper reinforcement on the long-span side.
So in a one-way slab to provide adequate support to the long-span side, the main reinforcement is placed parallel to the short span by proper spacing, and the distribution reinforcement is placed on the long side according to the correct spacing.
Therefore, one-way slabs are preferred over the short span of the slab. Where main reinforcement is given on long-span due to bending. Reinforcement of one Way Slab is given as shown in the figure.
In a two-way slab, the applied external load is transferred to both sides in a long span and short span.
In two way slab, the main reinforcement is laid on both sides. In this type of slab, the load on both sides is evenly distributed.
In RCC two Way slab, each of the four sides is held on the beam by main reinforcement. A load of a two-way slab is transferred through structural elements such as beams.
In one way slab, a bending moment occurs in a short span in only one direction one-way slab, a bending moment occurs in a short span in only one direction.
The bending moment in a two-way slab occurs in both directions, a longer span and a shorter span.