TerzaghiBEARING CAPACITY OF SHALLOW FOUNDATIONSTerzaghi MethodDateOctober 21, 2010IdentificationExample 6.4INPUTTerzaghi ResultsUnits of MeasurementSISI or EBearing Capacityq ult =2,433kPaFoundation Informationq a =608kPaShapeSQSQ, CI, CO, or REB =2mAllowable Column LoadL =2mP =2,244kND =2mSoil Informationc =40kPaphi =30deggamma =18kN/m^3Dw =0mFactor of SafetyF =4Terzaghi ComputationsUnit conversion1a q =3.3508015174g w =9.8Nc =37.16f (radians)0.5235987756Nq =22.46W footing189N g =20.12g conc23.6g ' =8.2coefficient #1 =1.3coefficient #3 =0.4s zD' =16.4

MeyerhofBEARING CAPACITY OF SHALLOW FOUNDATIONSMeyerhof MethodDateOctober 21, 2010IdentificationExample 4-2INPUTUnits of MeasurementMeyerhof Results(Vertical Load)ESI or EBearing CapacityFoundation Informationq ult =246lb/ft^2ShapeRESQ, CI, CO, or REq a =82lb/ft^2B =3ftL =4.16ftAllowable Column LoadD =2ftP =-3kSoil Informationc =0lb/ft^2f =0degg =123lb/ft^3Dw =10ft(Assumed)Factor of SafetyF =3Meyerhof ComputationsUnit conversion1000Nc =5.14g w =62.4sc =1.14f (radians)0dc =1.13W footing3744Nq =1.00g conc150sq =1.00dq =1.00N g =0.00s g =1.00d g =1.00g' =123Kp =1B/L =0.7211538462D/B =0.6666666667s zD' =246

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HansenBEARING CAPACITY OF SHALLOW FOUNDATIONSHansen MethodDateOctober 21, 2010IdentificationExample 4-2INPUTUnits of MeasurementHansen ResultsESI or EBearing CapacityFoundation Informationq ult =10,594lb/ft^2ShapeRESQ, CI, CO, or REq a =3,531lb/ft^2B =3ftL =4.16ftAllowable Column LoadD =2ftP =40kSoil Informationc =0lb/ft^2f =31degg =123lb/ft^3Dw =10ft(Assumed)Factor of SafetyF =3Hansen ComputationsUnit conversion1000Nc =32.67g w =62.4sc =1.46f (radians)0.5410520681dc =1.27W footing3744Nq =20.63g conc150sq =1.37dq =1.19N g =17.69s g =0.71d g =1.00B/L =0.7211538462D/B =0.6666666667k =0.6666666667ic =1gc =1bc =1iq =1gq =1bq =1ig =1gg =1bg =1g' =123s zD' =246

&R&"Arial,Italic"&8Shome S Dey

VesicBEARING CAPACITY OF SHALLOW FOUNDATIONSVesic MethodDateOctober 21, 2010IdentificationExample 6.4INPUTVesic ResultsUnits of MeasurementSISI or EBearing Capacityq ult =12,533kPaFoundation Informationq a =5,013kPaShapeSQSQ, CI, CO, or REB =3mAllowable Column LoadL =mP =44,694kND =2mSoil Informationc =0kPaphi =31deggamma =123kN/m^3Dw =10mFactor of SafetyF =2.5Vesic ComputationUnit conversion1Nc =32.67g w =9.8sc =1.63f (radians)0.5410520681dc =1.27W footing425Nq =20.63g conc23.6sq =1.60dq =1.19N g =25.99s g =0.60d g =1.00B/L =1k =0.6666666667s zD' =246g ' =123