Hoja1Volumen de un tanque tipo INTZEf1R=9.1586025135f11.36Cos(alfa)0.9168053245a=4.8r=3.39h1+h25.4R'=12.02b=2.4h2=2.40h34.8h1=3f2=0.99h4=2.4

Volumen308.97317327299.010.554700196233.690067526

f1R=9.0138781887f11.51Cos(alfa)0.9230769231a=5r=3.54h1+h25R'=13b=2.5h2=2.50h35h1=2.5f2=1.04h4=2.4

Volumen300.1390204871ReservorioV=480m3Per Sup445.578.5398163397H agua4Per Ani Sup=441.96375D12.3607744647D adoptadoParedes verticales de tanque elevado37.6991118431Peso Total45039.985946443437.6991118431Carga Columna56.259.4247779608424.8089480904

ColumnaAlfaXi=a*cos(alfa)Xi2Fi=Mv*Xi/xi2 [T]Fi*Xi

1012.5156.2589.101113.752458.878.1363.00556.883900.00.000.000.004135-8.878.13-63.00556.885180-12.5156.25-89.101113.756225-8.878.13-63.00556.887270-0.00.00-0.000.0083158.878.1363.00556.88

Sumatoria6254455

Ftotal Maxima Columna=Fimaximo + C Columna145.35PREDISEO DE COLUMNASFtotal Maxima Columna [T]=145.35Pu Columna [T]=203.49f'c [Kg/cm2]=240fc [Kg/cm2]= 0,2*f'c=48A [cm2]4239.375b [cm]65.1104830269480Radio promedio4.3701937224mMo=18.955551181Ton-MasaRadio promedio Asumido6mM1=24.134343363Ton-MasaHtanque4mH0=4.7167240153Masa Agua =Wagua / g48.9296636086T-MasaH1=-0.7905756058Alfa1.33K=61.6337868363Ton/mBeta2Nivel 3,125f-1.5467584245Mo=-29.31965848Ton-MasaNivel 3,75f2.5467584245Mo=48.2752096609Ton-MasaASIGNACION DE MASA A NUDOSNudo superior-0.366495731Masa en los 80 nudosNudo Inferior0.6034401208Masa en los 80 nudosAsigno 1/80 de masa a cada nudo por que hay 80 nudos

Hoja2

Hoja3