Correct Answer - Option 1 : 153.75 mm
2
Concept: -
As per IS 456 : 2000, Annex D, Cl. D-1.8,
The area of reinforcement in each of the corner shall be 3 / 4th of the area required for the maximum mid span moment in the slab spanning in two directions.
Solution: -
The area of steel required at the corner = 3 / 4 × 205 = 153.75 mm
2.