A four$-$storey building causes a vertical force $7913\mathrm{.}52$kN acting on the pile foundation.Can you suggest a design of pile foundation to perform this job. Calculation is based on Meyerhof method for point load and $-$method for frictional resistance as above. Safety factor is between $3$ and $4$ and the settlement is within $25$mm$.$Perform the calculation if we use $1600$ kN bearing piles piles using Meyerhof method for point load and $-$method for frictional resistance as above. Safety factor is between $3$ and $4$ and the settlement is within $25$mm$.$The design should includeThe design is as follows:

Pile Length, Pile Diameter,Structural Capacity $($Q all,s$),$ Column Load $($Qall$),$ Cu $($Layer $3),$ Number of Piles, Total Vertical Force on Foundation,Target Settlement: $<25$ mm$,$ Required factor of safety FS: $3$ to $4.$Point Load Capacity Calculation using Meyerhof$$s method:

Qp$=9$ApCu $.$Frictional resistance using $-$method as above.Ultimate Load$-$Bearing Capacity $($Qu$)=$Qp$+$Qs$.$Factor of Safety Calculation FS$=$Qu$/$Qall$.$Settlement Calculation:s$=$QuL$/$ApEs $.$