The settlement of a footing $(S_{F})$ in sandy soils is given by

[ $S_{P}$ = Settlement of a plate in the bearing test, $B_{P}$ = Width of the plate, $B_{F}$ = Width of the footing

- 1
  
  $\frac{S_{P}}{B_{P}} \times B_{F}$
- 2
  
  $\frac{S_{P}}{B_{F}} \times B_{P}$
- 3
  
  $\frac{S_{P}}{{[\frac{B_{P} (B_{F} + 30.48)}{B_{F} (B_{P} + 30.48)}]}^{2}}$
- 4
  
  $\frac{S_{P} {(B_{P} + 30.48)}^{2}}{{(B_{F} + 30.48)}^{2}}$

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