Calculates the ultimate axial capacity of driven piles or drilled shafts using static analysis methods (Alpha, Beta, and Lambda). Assumes consistent SI units (kN, m, kPa).
Global Settings
Soil Stratigraphy
| Top Depth (m) | Bottom Depth (m) | Soil Type | γ (kN/m³) | Su (kPa) Clay only |
φ (deg) Sand only |
Custom α/β Optional |
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Results Summary
0
Total Compressive, Qu (kN)
0
Skin Friction, Qs (kN)
0
End Bearing, Qb (kN)
Skin Friction Breakdown
| Depth Range (m) | Soil Type / Method | Mid-Depth σ'v (kPa) | Unit Friction fs (kPa) | Qs Contribution (kN) |
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End Bearing Details
Load Transfer & Depth Profile
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