•GeneralShearFailureBearingCapacity:Be7oFormofTerzaghiequationessentiallycorrect:bearingfactorsandextensionsimprovedaDesirable to analyzedeeperfootings (Df>B), inclined loads, eccentric loads, slopedground, and tilted footing baseaSeveralimportantsolutionsavailable:•Meyerhof(1963) -usesIjf=(45+$/2)and includes shear strength in soil abovefaotin,inclineand eccentric loads•ansen(1970)-SImIlaraMeyerhof, adds slope and tilted base•Vesic(1973) -similar to Hansen with modified inclination, slope, and tilt factors•All three methods use sameN,and Nq,but have differentNy•Donotmix the methods, compare if time&project dictate extra effort•MeyerhofBearingCapacityEquation:(for general shear failure)leg,,,(g,+gg+g,)=cN,Ae.1'<dAc;+gNgAg,I"",?,,;+y,yBNyA,.?",,?,J(q,due to c)(qqdue toq)(q.(duetoy)D,gy=ultimate bearing capacity
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