A cantilever beam AB of length L carries a concentrated load W at its midspan C. If the free end B is supported on a rigid prop, then there is a point of contraflexure

- 1
  
  between A and C
- 2
  
  between C and B
- 3
  
  one between A and C and other between C and B
- 4
  
  nowhere in the beam

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