In the design of a two-way slab restrained at all edges, torsional reinforcement required is

- 1
  
  0.375 times the area of steel provided in the shorter span
- 2
  
  0.375 times the area of steel provided at mid-span in the same direction
- 3
  
  0.75 times the area of steel provided at mid _span in the same direction
- 4
  
  none of the above

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