Hoja1COEF. POSITIVOS0.040.110.04L13.40COEF. NEGATIVOS0.070.07L23.7DATOSF'C210kg/cm2PESO PROPIO0.34t/m2FY4200kg/cm2ACABADO0.1t/m2P. ESP CONCRETO2.4T/M3WD0.44t/m2ANCHO UNITARIO1MWL0.6t/m2ESPESOR DE LOSA0.14MACABADO100KG/M2Wu1.63ACABADO0.1TN/M2S/C600KG/M2d =11.37S/C0.6T/M2KkMuaAs teoricoAs diseoPARA M(-)1/240.040.792.2731/90.112.281/240.040.93PARA M(+)1/140.071.351/140.071.59

1/24a =2.00As =2.00a=0.47As =1.87a =0.441/9a =2.00As =5.83a=1.37As =5.66a =1.331/24a =2.00As =2.37a=0.56As =2.22a =0.521/14a =2.00As =3.44a=0.81As =3.25a =0.761/14a =2.00As =4.07a=0.96As =3.87a =0.91