The intensity of pressure between column base (of width b and length L) and concrete will be compressive throughout the length of column bar and will vary from zero to 2 P/BL, if the ratio of the moment (M) and axial load (P) is

- 1
  
  greater than L/6
- 2
  
  equal to L/6
- 3
  
  less than L/6
- 4
  
  none of these

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