TANQUE DE CONCRETO ARMADO Acero 1b cm2 2b 3b#2 0.32 0.64 0.96

Especificaciones de los materiales #3 0.71 1.42 2.13Concreto 28 Mpa #4 1.29 2.58 3.87Acero 420 Mpa #5 1.99 3.98 5.97Peso suelo 1.8 Ton/m3 #6 2.84 5.68 8.52Peso agua 1 Ton/m3 #7 3.87 7.74 11.61

#8 5.1 10.2 15.3Dimensionamiento del tanqueVol alm 3000 m3Alt lamina 4 mArea fondo 750 m2Diam 30.90 mDiam asum 31.00 mCam aire 0.4 mAlt muros 4.4 m

Calculo de presiones hidrostaticashi Pi Ti

0 0 - 1.4 0.7 10.85 2.4 1.9 29.45 3.4 2.9 44.95 4.4 3.9 60.45

PARAMETROS ESPESOR MUROdef ult conc 3.00E-04fs 150.00 fct 2.60 Es 210,000.00 Ec 20,636.86 n 9.00 esp 0.29 mesp asu 0.30

Calculo de acero

As colTi As #4 #5 #6 #7 #8

0 - 10.85 7.23 9.0329.45 19.63 13.9344.95 29.97 19.8860.45 40.30 27.09

4b 5b 6b 7b1.28 1.6 1.92 2.242.84 3.55 4.26 4.975.16 6.45 7.74 9.037.96 9.95 11.94 13.93

11.36 14.2 17.04 19.8815.48 19.35 23.22 27.09

20.4 25.5 30.6 35.7