Foundation 3

Foundation Design – Teng Chart with Iterative Sizing

Applied Load N (kN) Soil Unit Weight γ (kN/m³) Cohesion c (kN/m²) φ (degrees) Depth of Foundation Df (m) Column Eccentricity ex (m) Column Eccentricity ey (m) Biaxial Moment Mx (kNm) Biaxial Moment My (kNm) Allowable Bearing Capacity (kN/m²) Vector Sign Convention for Eccentricity? Yes – Allow sign No – Absolute only