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

[@StephenMwaniki-k4e]

Where is this book you are saying page 34
Where can we see it

[@BasharSULIMAN99]

Pro can you make the course about design of Reinforced Concrete Structure by ACI 318-19

[@uzairlaghari]

Please solve example: 736 (fixed beam with uvl) in page 259 by macaulays method from the book of strength of materials FL Singer