Output Results
Welcome! Please input the parameters!
- Point bearing capacity
Meyerhof's method
Qp1 (kN) =
Vesic's method
Qp2 (kN) =
- Frictional resistance
Qs (kN) =
- Averaged ultimage pile load
Qu=(Qp1+Qp2)/2+Qs
Qu (kN) =
- Allowable pile capacity
Qall (kN) =