Excel de Capacidad Portante
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CÁLCULO DE LÍMITE DE CARGA B = 1.50 [m] f = 34.79 [°] L = 1.50 [m] d = 0.00 [°] D = 2.00 [m] b = 20.00 [°] ecc.B = 0.00 [m] h = 0.00 [°] ecc.L = 0.00 [m] 0.00 Meyerhof: Los factores de forma Nq = 33.292 Fcs = 1.731452 Nc = 46.118 Fqs = Fgs = 1.365726 Ng = 33.916 Factor de inclinación Fci = Fqi = 0.604938 Fgi = 0.180722 Vesic: Los factores de forma Nq = 33.292 Fcs = 1.721887 Nc = 46.118 Fqs = 1.694746 Ng = 47.648484148139 Fgs = 0.6 D/B = 1.333333 Factor de inclinación Fci = 1 Fqi = 1 Fgi = 1 F. inclin. Cimentación bc = 1 bq = bg = 1 Hansen: Los factores de forma Nq = 33.292 sc = 1.721887 Nc = 46.118 sq = 1.694746 Ng = 33.65212404012 sg = 0.6 D/B = 1.333333 Factor de inclinación 0 ic = 1 iq = 1 b < = f 1 ig = 1 F. inclin. Cimentación iq, ig > 0 1 bc = 1 bq = 1 b + h < = 90° 1 bg = 1 Terzaghi: c = [ kN/m 2 ] qo < qo tgd + Af ca
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capacidad portante
Transcript of Excel de Capacidad Portante
CALCULOCLCULO DE LMITE DE CARGATT=3.1415926536B =1.50[m]f =34.79[]ca =0.00L =1.50[m]d =0.00[]g =25.97[kN/m3 ]D =2.00[m]b =20.00[]qv =0.00[ kN/m2]Convertitore:q =0ecc.B =0.00[m]h =0.00[]qh =0.00[ kN/m2]Kg/cm3kN/m3ecc.L =0.00[m]c =0.00[ kN/m2]FS =3.000Meyerhof:Los factores de formaFactores de profundidadt/m3t/m3Nq =33.292Fcs =1.7314522725Fcd =1.50997246900Nc =46.118Fqs = Fgs =1.3657261362Fqd = Fgd =1.2549862345Ng =33.916Factor de inclinacinkN/m3Kg/cm3Fci = Fqi =0.6049382716Kp =3.65726136230Fgi =0.1807218274Vesic:Los factores de formaFactores de profundidadKg/cm2kN/m2Nq =33.292Fcs =1.7218873325Fcd =1.00930674290Nc =46.118Fqs =1.694746357Fqd =1.0218046323Ng =47.6484841481Fgs =0.6Fgd =1t/m2t/m2D/B =1.3333333333K =0.023266857300Factor de inclinacinFci =1m =1.5kN/m2Kg/cm2Fqi =1Af =2.250Prodotto0Fgi =1prod1+som0F. inclin. CimentacinFatt. d'inclin. Terrenobc =1gc =0.8639455782bq = bg =1gq =gg =0.4045338629Hansen:Los factores de formaFactores de profundidadNq =33.292sc =1.7218873325dc =1.0093067429Nc =46.118sq =1.694746357dq =1.0218046323Ng =33.6521240401sg =0.6dg =1D/B =1.3333333333K =0.0232668573qo < qo tgd + Af caFactor de inclinacin0ic =1Af =2.25iq =1prod somm0b < = f0ig =1F. inclin. CimentacinFatt. d'inclin. TerrenoVerifica00iq, ig > 00bc =1gc =0.8639455782bq =1gq =gg =0.3662739451b + h < = 900bg =1Terzaghi:Los factores de formaNq =36.504Tipo de la Cimentacinsc =1.3fiNcNqNgRectangular2Nc =52.637Quadratesg =0.805.1410CuadradaNg =50.59415.9971.1050.073Circular26.31.220.155LEGENDA:36.621.3470.24646.9681.4870.348B =Ancho de la cimentacin57.3371.6420.462L =Longitud de la cimentacin67.731.8120.591D =Profundidad de la cimentacin78.1512.0010.737ecc.B =Excentricidad en B88.6022.2090.902ecc.L =Excentricidad en L99.0862.4391.089f =Angulo de friccin109.6052.6941.303d =A. inclinacion del terreno de fundacin.1110.1632.9751.546b =A. inclinacin de la carga1210.7633.2881.823h =Inclinacin de la cimentacin1311.413.6342.14c =Cohesin1412.1084.0192.503ca =Adhesin a la base de la fundacin1512.8614.4462.919g =Peso especifico del suelo1613.6764.9223.396qv =Comp. Vertical de la carga1714.5595.4513.945qh =Comp. Horizontal de la carga1815.5176.0424.576Kp =Coeficiente de empuje pasivo1916.5586.7015.304Af =Area efectiva de la cimentacin2017.697.4396.143FS =Factor de seguridad2118.9258.2647.113q =Capacidad portante2220.2729.198.2342321.74610.2319.534Capacit portante secondo Meyerhoff:2423.36111.40111.043[ kN/m2][ kN][ kN/m2]2525.13512.7212.796qult =4095.54q =9214.97Qamm =1365.182627.08514.2114.837[ t/m2][ t ][ t/m2]2729.23615.89617.218qult =417.62q =939.65Qamm =13.922831.61217.80820.001[ Kg/cm2][ Kg ][ Kg/cm2]2934.24219.98123.26qult =41.76q =939650.28Qamm =13.923037.16222.45627.0843140.41125.28231.583Capacidad portante segn Vesic:3244.03628.51736.888[ kN/m2][ kN][ kN]3348.0932.2343.159qult =1219.88q =2744.74Qamm =406.633452.63736.50450.594[ t/m2][ t ][ t/m2]3557.75441.4459.433qult =124.39q =279.88Qamm =4.153663.52847.15669.975[ Kg/cm2][ Kg ][ Kg/cm2]3770.06753.79982.588qult =12.44q =279880.81Qamm =4.153877.49561.54697.7333985.96670.614115.984Capacidad portante segn Hansen:4095.66381.271138.067[ kN/m2][ kN][ kN/m2]41106.80793.846164.897qult =1112.32q =2502.73Qamm =370.7742119.669108.75197.639[ t/m2][ t ][ t/m2]43134.58126.498237.788qult =113.42q =255.20Qamm =3.7844151.95147.736287.266[ Kg/cm2][ Kg ][ Kg/cm2]45172.285173.285348.57qult =11.34q =255202.94Qamm =3.78Capacidad portante segn Terzaghi:[ kN/m2][ kN][ kN/m2]qult =2684.06q =6039.14Qamm =894.69[ t/m2][ t ][ t/m2]qult =273.69q =615.81Qamm =9.12[ Kg/cm2][ Kg ][ Kg/cm2]qult =27.37q =615811.37Qamm =9.12
&R&8Dott. Geol. F. CETRAROInclinazione TerrenoInclinazione fondazioneInclinazione TerrenoInclinazione fondazioneAngolo d'attrito terreno fondazioneAngolo d'attrito internoCoesionePeso di volume del terrenoAdhesin a la base de la fundacinComponente verticale CaricoFattore di sicurezzaEccentricit in BEccentricit in LProfondit fondaleLunghezza fondaleLarghezza fondaleComponente verticale CaricoIntroduzca losdatos necesariosen las clulasdeamarillo
PRESENTACIONCLCULO DE LMITE DE CARGAB =1.50[m]f =34.79[]ca =0.00L =1.50[m]d =0.00[]g =25.97[kN/m3 ]D =2.00[m]b =20.00[]qv =0.00[ kN/m2]ecc.B =0.00[m]h =0.00[]qo =0.00[ kN/m2]ecc.L =0.00[m]c =0.00[ kN/m2]FS =3.00Meyerhof:Vesic:Hansen:Terzaghi:Nq =33.292Nq =33.292Nq =33.292Nq =36.504Nc =46.118Nc =46.118Nc =46.118Nc =52.637Ng =33.916Ng =47.6484841481Ng =33.6521240401Ng =50.594Factor de formaFactor de formaFactor de formaFactor de formasc =1.7314522725sc =1.7218873325sc =1.7218873325sc =1.3sq = sg =1.3657261362sq =1.694746357sq =1.694746357sg =0.8sg =0.6sg =0.6LEYENDAFactores de profundidadFactores de profundidadFactores de profundidadB =Ancho de la cimentacindc =1.509972469dc =1.0093067429dc =1.0093067429L =Longitud de la cimentacindq = dg =1.2549862345dq =1.0218046323dq =1.0218046323D =Profundidad de la cimentacindg =1dg =1ecc.B =Excentricidad en Becc.L =Excentricidad en LFactor de inclinacinFactor de inclinacinFactor de inclinacinf =Angulo de friccinic = iq =0.6049382716ic =1ic =1d =A. inclinacion del terreno de fundacin.ig =0.1807218274iq =1iq =1b =A. inclinacin de la cargaig =1ig =1h =Inclinacin de la cimentacinc =CohesinKp =3.6572613623F. inclin. CimentacinF. inclin. Cimentacinca =Adhesin a la base de la fundacinbc =1bc =1g =Peso especifico del suelobq = bg =1bq =1qv =Comp. Vertical de la cargabg =1qh =Comp. Horizontal de la cargaKp =Coeficiente de empuje pasivoF. d'inclin. TerrenoF. d'inclin. TerrenoAf =Area efectiva de la cimentacingc =0.8639455782gc =0.8639455782FS =Factor de seguridadgq =gg =0.4045338629gq =gg =0.3662739451q =Capacidad portanteCapacit Portante:Capacit Portante:Capacit Portante:Capacit Portante:qult =4095.54qult =1219.88qult =1112.32qult =2684.06[ kN/m2]q =9214.97q =2744.74q =2502.73q =6039.14[ kN]Qamm =1365.18Qamm =406.63Qamm =370.77Qamm =894.69[ kN/m2]
Software FREEWAREElaborato da:Dott. Geol. F. CETRAROe-mail:[email protected]
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Attribute VB_Name = "Mdulo1"Sub Quitar_contrasea()Dim a As Integer, b As Integer, c As IntegerDim d As Integer, e As Integer, f As IntegerDim a1 As Integer, a2 As Integer, a3 As IntegerDim a4 As Integer, a5 As Integer, a6 As IntegerOn Error Resume NextFor a = 65 To 66: For b = 65 To 66: For c = 65 To 66For d = 65 To 66: For e = 65 To 66: For a1 = 65 To 66For a2 = 65 To 66: For a3 = 65 To 66: For a4 = 65 To 66For a5 = 65 To 66: For a6 = 65 To 66: For f = 32 To 126Contrasea = Chr(a) & Chr(b) & Chr(c) & Chr(d) & Chr(e) & Chr(a1) _& Chr(a2) & Chr(a3) & Chr(a4) & Chr(a5) & Chr(a6) & Chr(f)ActiveSheet.Unprotect ContraseaIf ActiveSheet.ProtectContents = False ThenMsgBox "Enorabuena!" & vbCr & "Se ha quitado la contrasea:" & vbCr & ContraseaExit SubEnd IfNext: Next: Next: Next: Next: NextNext: Next: Next: Next: Next: NextEnd Sub
Attribute VB_Name = "Hoja1"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True
Attribute VB_Name = "ThisWorkbook"Attribute VB_Base = "0{00020819-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True
Attribute VB_Name = "Hoja2"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True
