Footing and soil
Footing type, B, Df; c, φ, γ; groundwater; factor of safetyGeneral shear failure (dense/stiff soil) is assumed. For loose sand or soft clay, switch on local shear: c′ = ⅔c, tan φ′ = ⅔ tan φ (Terzaghi's recommendation).
Bearing capacity
qu, qnet, allowable bearing capacity and footing loadBearing capacity factors and terms
Nc, Nq, Nγ; surcharge q; water-table correctionContribution of each term