The limitting moment of resistance for a singly reinforced beam using Fe250 steel and general grade concrete, is

- 1
  
  $0.133 σ_{c k} b d^{2}$
- 2
  
  $0.135 σ_{c k} b d^{2}$
- 3
  
  $0.149 σ_{c k} b d^{2}$
- 4
  
  $0.138 σ_{c k} b d^{2}$

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