Assuming $f_{c k} = 15 N / m m^{2}, f_{y} = 250 N / m m^{2}$ , value of limiting of resistance $Q_{u} = 2.24 N / m m^{2}$ , moment of resistance of the well of a T-beam having breadth = 25 cm and depth of steel = 60 cm, is

- 1
  
  102.6 k N.m
- 2
  
  201.6 K Nm
- 3
  
  601.2 K Nm
- 4
  
  106.2 K Nm

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