The intensity of vertical pressure directly below a concentrated load of $\frac{3}{2 π}$ tonnes at a dept of $\frac{3}{2 π}$ metres given by

- 1
  
  $1 t / m^{2}$
- 2
  
  $\frac{1}{2} t / m^{2}$
- 3
  
  $\frac{3}{2} t / m^{2}$
- 4
  
  ${(\frac{3}{2 π})}^{\frac{3}{2}} t / m^{2}$

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