L = 16,0 m f´c = 270 Kg/cm2 fy = 4200 Kg/cm2 h = 0,8 m d = 75 cm Momentos de Flectores y criterios LRFD aplicables Res. I Serv. I Fatiga DC 1,25 1,00 0,00 DW 1,50 1,00 0,00 LL - - - IM - - - LL+IM 1,75 1,00 0,75 Cálculo del Acero V U = 34,28 T Utilizando As: ϕ = 25 mm z = 5,00 cm r = 2,5 cm d = 75,00 cm De calculo anterior tenemos: a = 23,26 cm 8,26 1,96 DISEÑO A CORTE DATOS Tomamos: 10,22 Carga γ 12,54 0,480 V(+) T
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