Design of a Two Way Slab

Design the two way slab for a hall of inner dimension 4m × 6m. The slab is simply resting on 230 mm thick brick wall along the four sides. The live load on the slab is 4 KN/m^2. The load due to finishes and partitions taken as 1.2 KN/m^2. Use M20 and Fe415.
Corners free to lift / Corners not held down / Unrestrained Slab / Not Restrained

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