Puente Tesis

MEMORIA MURO CICLOPEOI.1MURO DE CONCRETO CICLOPEO CICLOPEO1.0DATOSDESCRIPCIONSIMBOLOSVALORESResist. del terreno :s =2.200Kg/cm2Angulo de friccin:f =34.00Coef. de friccinfi =0.675Concreto pantalla, zapatasf'c =140.0Kg/cm2Peso Especifico del aguagw =1,000.0Kg/m3Peso especifico del concretogC =2,200.0Kg/m3Peso especifico del Rellenogr =1,900.0Kg/m3Peso Especifico del terreno sumergidogr '=900.0Kg/m3Espesor parcial placa - pantalla 1E1 =0.500mEspesor parcial placa - pantalla 2~ 1 : 10E2 =0.900mEspesor inferior placa - pantalla : E=E1+E2~0,3HE =1.400mProfundidad del EstriboHf =5.000mAltura de zapatahz =0.800mAltura del suelo secoH1=1.700Altura del suelo sumergidoH2=0.500Altura placa - pantallahp =5.200mmLargo de zapataB =3.250mPie de zapataB1 =0.850mTaln de zapataB2 =1.000mCoef. de friccin : alba./alba.f alb/alb =0.700Coef. de friccin : alba./arcilla secaf alb/arc =0.500Angulo de estabilidad del talud 1:1.50b =0.001.1.0CHEQUEO EN LA SECCION C - C'1.1.1FUERZAS HORIZONTALES Y VERTICALESEMPUJE DE TIERRASE1 =(1/2)* gr*H1*(H1)*CH1 =1.700mC =1.000d = (H1/3)d =0.567mE1 =(1/2)* gr*Hf*(Hf+2*h')*CE1 =2,745.500KgEH = E*Cos(fw)Mv = EH*dMv =1,556.699Kg-m/mE2 = gr*H1*(H2)*CH1 =1.700mH2 =0.500C =1.000d = (H2/2)d =0.250mE 2= gr*Hf*(Hf+2*h')*CE2 =1,615.000KgMv = E2*dMv =403.750Kg-m/mE3 =1/2* gw*H2*(H2)*CH1 =1.700mH2 =0.500C =1.000d = (H2/2)d =0.250mE 3= gr*H2*(H2)*CE3 =125.000KgMv = E3*dMv =31.250Kg-m/mE4 =1/2* gw*H2*(H2)H1 =1.700mH2 =0.500C =1.000d = (H2/3)*((H2+3*h')/(H2+2*h'))d =0.167mE 4= gr*H2*(H2)*CE4 =125.000KgMv = E4*dMv =20.875Kg-m/mDESCRIPCIONFVXiMrFHYiMv(Kg)(m)(Kg-m)(Kg)(m)(Kg-m)Empuje E 12,745.5000.5671,556.699E21,615.0000.250403.750E3125.0000.25031.250E4125.0000.16720.875(4) E1*hp*gC5,720.0002.00011,440.000(5) (1/2)*E2*hp*gC5,148.0001.4507,464.600(6) Zapata : B*hz*gC5,720.0001.6259,295.000(7) B2*(H1+H2)*gr4,180.0002.75011,495.000SUB-TOTAL20,768.00039,694.6004,610.5002,012.5741.1.3.2EXCENTRICIDAD (e) :B =3.250mXo=(Mr-Mv)/SFVXo =1.814me = B/2 - [(Mr-Mv)/S(FV)]e = B/2 - Xoe =-0.189mABS (e) =0.189me < B/60.189