Analisis Sismico de Un Deposito CIRCULAR

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06/06/2022 Depósitos Circulares Lám 1 1 Análisis sísmico de depósitos cilíndricos ACI 350.3 - 06 Referencia al result. de Concepto Reglamento símbolo unidades la fórmula Datos de los materiales: Peso volumétrico del líquido 1.120 Peso volumétrico del concreto 2.400 Resistencia del concreto kgf / cm² 350 Resistencia del acero kgf / cm² 4,200 Módulo de elasticidad del concreto kgf / cm² 187,000 Geometría del depósito Diámetro interior D m 20.000 Altura de la pared m 24.600 Altura del líquido m 28.600 Espesor uniforme de la pared m 0.400 Peso de la cubierta tf 238.942 Altura al c.g. de la cubierta m 26.798 Espesor supuesto de la losa de fondo m 0.400 Datos sísmicos del sitio y de la estructura Máxima aceleración para periodo 0.2 s 0.768 Máxima aceleración para periodo 1 s 0.516 Coeficiente Fa 1.093 Coeficiente Fv 1.300 Aceleración de diseño para periodo corto s/unidades 0.560 Aceleración de diseño para periodo 1 s s/unidades 0.447 Factor de importancia de la estructura Tabla 4.1.1(a) I s/unidades 1.25 Factor de modificación de la respuesta Tabla 4.1.1(b) s/unidades 2.50 Factor de modificación de la respuesta Tabla 4.1.1(b) s/unidades 1 gL tf / m 3 gc tf / m 3 c fy Ec Hw HL tw Wr hr hf SDS SD1 Ri Rc B C D E F G H 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

Transcript of Analisis Sismico de Un Deposito CIRCULAR

Page 1: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Lám 11

Análisis sísmico de depósitos cilíndricosACI 350.3 - 06

Referencia al result. deConcepto Reglamento símbolo unidades la fórmulaDatos de los materiales:

Peso volumétrico del líquido 1.120

Peso volumétrico del concreto 2.400

Resistencia del concreto kgf / cm² 350

Resistencia del acero kgf / cm² 4,200

Módulo de elasticidad del concreto kgf / cm² 187,000

Geometría del depósitoDiámetro interior D m 20.000

Altura de la pared m 24.600

Altura del líquido m 28.600

Espesor uniforme de la pared m 0.400

Peso de la cubierta tf 238.942

Altura al c.g. de la cubierta m 26.798

Espesor supuesto de la losa de fondo m 0.400

Datos sísmicos del sitio y de la estructuraMáxima aceleración para periodo 0.2 s 0.768Máxima aceleración para periodo 1 s 0.516Coeficiente Fa 1.093Coeficiente Fv 1.300

Aceleración de diseño para periodo corto s/unidades 0.560

Aceleración de diseño para periodo 1 s s/unidades 0.447Factor de importancia de la estructura Tabla 4.1.1(a) I s/unidades 1.25

Factor de modificación de la respuesta Tabla 4.1.1(b) s/unidades 2.50

Factor de modificación de la respuesta Tabla 4.1.1(b) s/unidades 1

gL tf / m3

gc tf / m3

f´c

fy

Ec

Hw

HL

tw

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hr

hf

SDS

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Ri

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04/09/2023 Depósitos Circulares Lám 12

Análisis sísmico de depósitos cilíndricosACI 350.3 - 06

Referencia al result. deConcepto Reglamento símbolo unidades la fórmulaCálculo de las componentes del peso

Peso total del líquido almacenado tf 10,063.150

Peso de las paredes del depósito tf 1,513.514

Peso impulsivo del líquido almacenado Ec. (9-15) tf 8,990.092

Peso convectivo del líquido almacenado Ec. (9-16) tf 1,618.462

Peso de la cubierta del depósito tf 238.942

Coeficiente de la masa efectiva Ec. (9-45) e s/unidades 0.895

Peso dinámico efectivo de la pared del dep. tf 1,354.531

tf 10,583.565

Altura sobre la base de la pared de su centro de gravedad Secc. R9.2.4 m 12.300Centroide de las masas de la pared y la impulsiva Secc. R9.2.4 h m 12.407Rigidez a flex. de un ancho unit. de la pared Secc. R9.2.4 k kgf / cm² 1.567

aceleración de la gravedad g m/seg² 9.800

Coeficiente de frecuencia, Fig. 9.3.4(a) s/unidades 0.147

Coeficiente de frecuencia para tanques tipo 2.1 y 2.2 Ec. (9-24) s/unidades 0.294

Frecuencia natural circular de la masa impulsiva Ec. (9-23) rad/seg 28.363

Periodo natural de oscilación del dep.+ la comp. Impulsiva Ec. (9-25) seg 0.222Ec. ( 9-29) l s/unidades 6.008

Frec. natural de la componente convectiva Ec. (9-28) rad/seg 1.343

Periodo natural de oscilación del dep.+ la comp. convectiva Ec. (9-30) seg 4.677

Coeficiente Ec. (9-34) s/unidades 0.799

Amplificación espectral Ecs. (9-32), (9-33) s/unidades 0.560

Amplificación espectral Ecs. (9-37), (9-38) s/unidades 0.061

WL

Ww

Wi

Wc

Wr

We

Suma de Ww + Wr + Wi SWt

hw

Cw

CI

wi

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Coeficiente l

wc

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TS

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Cc

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04/09/2023 Depósitos Circulares Lám 13

Análisis sísmico de depósitos cilíndricosACI 350.3 - 06

Referencia al result. deConcepto Reglamento símbolo unidades la fórmulaCálculo de las fuerzas laterales sísmicas

Fuerza de inercia de la masa de la pared Ec. (4-1) tf 379.009

Fuerza de inercia de la masa de la cubierta Ec. (4-2) tf 66.858

Suma de las fuerzas de inercia tf 445.866

Fuerza lateral impulsiva del líquido Ec. (4-3) tf 2,515.500

Fuerza lateral convectiva del líquido Ec. (4-4) tf 124.227Cortante en la base, para el cálculo del cortante tangencial Ec. (4-5) V tf 2,963.971

Altura sobre la base de la pared, al c.g. de la fza impulsiva Ec. (9-17), (9-18) m 12.425

Altura sobre la base de la pared, al c.g. de la fza convectiva Ec. (9-19) m 23.221

Altura sobre la base, incluyendo la presión en la base Ec. (9-20), (9-21) m 12.870

Altura sobre la base, incluyendo la presión en la base Ec. (9-22) m 23.278

Aceleración verticalRelación de las aceleraciones vert/horiz Sección 4.1.4.1 b s/unidades 0.667

Periodo natural de vibraciónn del movimiento vertical del líquido Ec (9-31) seg 0.070

Amplificación espectral del movimiento vertical Secc. 4.1.4.2, Ec.(4-16) s/unidades 0.560

Ec. (4-15) s/unidades 0.187

Presiones debida a la aceleración verticalDistribución de las presiones

Presión hidrostática (superficie) tf / m² 0.000

Presión hidrostática (fondo) tf / m² 32.032

tf / m² 0.000

tf / m² 5.975

Presión de la pared por unidad de altura R5.3.3 tf / m 9.062

R5.3.3 tf / m² 26.679

R5.3.3 tf / m² 61.276

R5.3.3 tf / m² 6.237

R5.3.3 tf / m² -1.893

Pw

Pr

Pm

Pi

Pc

Puntos de aplicación de Pw, Pi y Pc

hi

hc

h´i

h´c

Tv

Ct

Factor de amplificación espectral para el movimiento vertical üv

Ver Hoja 3

qhy = g(HL - y); y = HL qhy

qhy = g(HL - y); y = 0 qhy

Presión hidrodinámica phy debida a la acel. vertical Ec.(4-14); HL =0 phy

Presión hidrodinámica phy debida a la acel. vertical Ec.(4-14); HL =HL phy

Pmy

Presión hidrodinámica Piy, en la superficie Pi y=HL

Presión hidrodinámica Piy, en el fondo Pi y=0

Presión hidrodinámica Pcy, en la superficie Pc y=HL

Presión hidrodinámica Pcy, en el fondo Pc y=0

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04/09/2023 Depósitos Circulares Lám 14

Análisis sísmico de depósitos cilíndricosACI 350.3 - 06

Referencia al result. deConcepto Reglamento símbolo unidades la fórmula

R5.3.3 tf / m² 0.288

R5.3.3 tf / m² 1.698

R5.3.3 tf / m² 3.901

R5.3.3 tf / m² 0.353

R5.3.3 tf / m² -0.107

Cortante tangencial*

R5.2.2 tf / m 75.477

Momentos flexionantes en las paredes del depósito

Momento de la pared Ec. (4-6) tf m 4,661.805

Momento de la cubierta Ec. (4-7) tf m 1,791.658

Momento total de las masas tf m 6,453.463

Momento de la fuerza impulsiva Ec. (4-8) tf m 31,255.085

Momento de la fuerza convectiva Ec. (4-9) tf m 2,884.718

Momento flexionante total Ec. (4-10) tf m 37,818.727

Momento de volteo

Momento de volteo de la pared Ec. (4-6) tf m 4,661.805

Momento de volteo de la cubierta Ec. (4-7) tf m 1,791.658

Momento de volteo de las masas tf m 6,453.463

Momento de la fuerza impulsiva Ec. (4-11) tf m 32,374.482

Momento de la fuerza convectiva Ec. (4-12) tf m 2,891.787

Momento de volteo total Ec. (4-13) tf m 38,935.481

Desplazamiento de la superficie del agua

Secc. 7.1 m 0.768

Presión en la pared por unidad de altura y de ancho pmy

Presión hidrodinámica piy, en la superficie piy

Presión hidrodinámica piy, en el fondo piy

Presión hidrodinámica pcy, en la superficie pcy

Presión hidrodinámica pcy, en el fondo pcy

qmáx= (0.8V/pR)sen f, máximo para f = 90 grados qmáx

Mw

Mr

Mm

Mi

Mc

Mb

Mow

Mor

Mom

Moi

Moc

Mo IBP

dmáx=(D/2)* Cc * I dmáx

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04/09/2023 Depósitos Circulares Lám 15

Análisis sísmico de depósitos cilíndricosACI 350.3 - 06

Referencia al result. deConcepto Reglamento símbolo unidades la fórmulaRevisión de la estabilidad: Deslizamiento Dimensión del alero de la zapata m 1.500

m 23.800Peso de las paredes del depósito copiado de renglón F42 tf 1,513.514Peso de la cubierta copiado de renglón F17 tf 238.942Peso de la losa de base tf 427.086peso del líquido copiado del renglón F41 tf 10,063.150Peso total tf 12,242.691Coeficiente de fricción entre el concreto y el suelo s/unidades 0.580Cortante en la base copiado del renglón F82 tf 2,963.971Factor de seguridad al deslizamiento s/unidades 2.396

Revisión de la estabilidad: VolteoMomento resistente tf m 145,688.024Factor de seguridad al volteo: Mom. resistente/Mom. volteo s/unidades 3.742

Presión en el terrenom 8.720

e m 3.180

Área de la base 444.881

49.583

5.455

Diámetro total: D + 2tw + 2 aleros

Brazo de palanca [(Mom. Resistent - Mom Volteo)/peso total)]

Excentricidad (D'/2- brazo de palanca)

m2

Esfuerzo máximo (fórmula de la escuadría ) smáx tf / m2

Esfuerzo mínimo (fórmula de la escuadría ) smín tf / m2

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Análisis sísmico de depósitos cilíndricos

ACI 350.3 - 06

0.400 m

D 20.000 m

24.600 m

28.600 m Fórmulas

445.866 tf

2,515.500 tf

124.227 tf piy

12.425 m

23.221 m

ü 0.187 q 0

1.120

187,000

410

m 0.00001 1/°C

n 0.20

38 °C

15 °C

r 10.000 m

H 28.600 m

tw

Hw

HL phidrostática gL*(HL-y)

Pm pvertical ü*gL*(HL-y)

Pi Pmy Pm/(2*Hw) pmy 2*Pwy/(p*D)

Pc Piy Pi*(4HL -6hi-(6HL-12hi).y/HL)/2HL^2 4*Piy*cosq/(p*D)

hi Pcy Pc*(4HL -6hc-(6HL-12hc).y/HL)/2HL^2 pcy 32*Pcy*cosq/(9*p*D)

hc py [(pwy+piy)2+pcy2+pvert

2]1/2

gL tf / m3

Ec kgf / cm2

pgas kgf / m2

Ti

To

r=D2

H=H L

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04/09/2023 Depósitos Circulares Lám 27

Análisis sísmico de depósitos cilíndricos

ACI 350.3 - 06

6.200 m

dinámica

altura profundidad

y(m) m tf tf tf tf tf tf tf tf m tf m tf m

28.600 0.000 0.000 0.000 9.062 26.679 6.237 0.288 1.698 0.353 2.018 0.000 20.180 56.248 4.100 80.528 60.825 141.353 0.000 0.000 0.000

28.000 0.600 0.672 0.125 9.062 27.404 6.066 0.288 1.745 0.343 2.066 6.720 20.657 56.248 4.100 87.725 22.371 110.095 0.000 0.000 0.837

27.000 1.600 1.792 0.334 9.062 28.614 5.782 0.288 1.822 0.327 2.161 17.920 21.613 56.248 4.100 99.881 -7.705 92.176 0.000 0.000 3.710

26.000 2.600 2.912 0.543 9.062 29.824 5.498 0.288 1.899 0.311 2.275 29.120 22.749 56.248 4.100 112.217 -12.469 99.748 0.000 0.000 6.022

25.000 3.600 4.032 0.752 9.062 31.033 5.213 0.288 1.976 0.295 2.404 40.320 24.039 56.248 4.100 124.707 -8.245 116.462 0.000 0.000 7.157

24.600 4.000 4.480 0.836 9.062 31.517 5.100 0.288 2.006 0.289 2.459 44.800 24.593 56.248 4.100 129.741 -6.158 123.583 0.000 0.000 7.353

24.000 4.600 5.152 0.961 9.062 32.243 4.929 0.288 2.053 0.279 2.546 51.520 25.460 56.248 4.100 137.328 -3.448 133.880 0.000 0.000 7.471

23.000 5.600 6.272 1.170 9.062 33.453 4.645 0.288 2.130 0.263 2.699 62.720 26.991 56.248 4.100 150.059 -0.618 149.441 0.000 0.000 7.422

22.000 6.600 7.392 1.379 9.062 34.663 4.361 0.288 2.207 0.247 2.861 73.920 28.615 56.248 4.100 162.883 0.425 163.307 0.000 0.000 7.297

21.000 7.600 8.512 1.588 9.062 35.872 4.076 0.288 2.284 0.231 3.032 85.120 30.316 56.248 4.100 175.783 0.520 176.303 0.000 0.000 7.206

20.000 8.600 9.632 1.797 9.062 37.082 3.792 0.288 2.361 0.215 3.208 96.319 32.082 56.248 4.100 188.749 0.315 189.064 0.000 0.000 7.164

19.000 9.600 10.752 2.006 9.062 38.292 3.508 0.288 2.438 0.198 3.390 107.519 33.903 56.248 4.100 201.770 0.120 201.890 0.000 0.000 7.155

18.000 10.600 11.872 2.215 9.062 39.501 3.224 0.288 2.515 0.182 3.577 118.720 35.771 56.248 4.100 214.839 0.014 214.853 0.000 0.000 7.158

17.000 11.600 12.992 2.424 9.062 40.711 2.939 0.288 2.592 0.166 3.768 129.924 37.678 56.248 4.100 227.951 -0.018 227.933 -0.001 0.000 7.163

16.000 12.600 14.112 2.632 9.062 41.921 2.655 0.288 2.669 0.150 3.962 141.133 39.620 56.248 4.100 241.101 -0.013 241.088 0.000 0.000 7.167

15.000 13.600 15.232 2.841 9.062 43.130 2.371 0.288 2.746 0.134 4.159 152.343 41.591 56.248 4.100 254.282 0.003 254.285 0.001 0.000 7.169

14.000 14.600 16.352 3.050 9.062 44.340 2.087 0.288 2.823 0.118 4.359 163.543 43.587 56.248 4.100 267.478 0.010 267.489 0.005 0.000 7.172

13.000 15.600 17.472 3.259 9.062 45.550 1.802 0.288 2.900 0.102 4.560 174.707 45.605 56.248 4.100 280.659 -0.010 280.649 0.011 0.000 7.176

12.000 16.600 18.592 3.468 9.062 46.760 1.518 0.288 2.977 0.086 4.764 185.793 47.642 56.248 4.098 293.781 -0.082 293.699 0.015 0.000 7.178

11.000 17.600 19.712 3.677 9.062 47.969 1.234 0.288 3.054 0.070 4.970 196.782 49.695 56.248 4.096 306.821 -0.215 306.606 0.005 0.000 7.171

10.000 18.600 20.832 3.886 9.062 49.179 0.950 0.288 3.131 0.054 5.176 207.755 51.764 56.248 4.093 319.860 -0.353 319.507 -0.039 -0.001 7.142

9.000 19.600 21.952 4.095 9.062 50.389 0.665 0.288 3.208 0.038 5.385 219.041 53.846 56.248 4.094 333.229 -0.284 332.945 -0.137 -0.002 7.080

8.000 20.600 23.072 4.304 9.062 51.598 0.381 0.288 3.285 0.022 5.594 231.337 55.939 56.248 4.109 347.633 0.433 348.066 -0.274 -0.004 6.995

7.000 21.600 24.192 4.513 9.062 52.808 0.097 0.288 3.362 0.005 5.804 245.567 58.043 56.248 4.149 364.006 2.367 366.373 -0.334 -0.004 6.964

6.000 22.600 25.312 4.722 9.062 54.018 -0.187 0.171 0.288 3.439 -0.011 6.018 261.974 60.180 56.248 4.216 382.619 5.627 388.246 -0.009 0.000 7.181

5.000 23.600 26.432 4.931 9.062 55.228 -0.472 1.024 0.288 3.516 -0.027 6.311 277.916 63.113 56.248 4.275 401.553 8.461 410.013 1.200 0.016 7.959

4.000 24.600 27.552 5.140 9.062 56.437 -0.756 1.877 0.288 3.593 -0.043 6.709 284.423 67.086 56.248 4.206 411.963 5.108 417.070 3.693 0.049 9.533

3.000 25.600 28.672 5.348 9.062 57.647 -1.040 2.730 0.288 3.670 -0.059 7.193 263.858 71.926 56.248 3.778 395.810 -15.546 380.264 6.854 0.089 11.476

2.000 26.600 29.792 5.557 9.062 58.857 -1.324 3.584 0.288 3.747 -0.075 7.747 195.414 77.471 56.248 2.730 331.863 -66.221 265.642 7.322 0.092 11.609

1.000 27.600 30.912 5.766 9.062 60.066 -1.609 4.437 0.288 3.824 -0.091 8.358 80.506 83.580 56.248 1.104 221.439 -144.833 76.606 -2.879 -0.048 4.867

0.400 28.200 31.584 5.892 9.062 60.792 -1.779 4.949 0.288 3.870 -0.101 8.747 17.146 87.469 56.248 0.233 161.095 -186.950 -25.855 -19.107 -0.264 -5.589

0.000 28.600 32.032 5.975 9.062 61.276 -1.893 5.290 0.288 3.901 -0.107 9.014 0.000 90.140 56.248 0.000 146.388 -198.220 -51.832 -35.724 -0.483 -16.192

Df q = 0 grados

phidrostatica Pvertical Pmy Piy Pcy psuelo + sismo pmy piy pcy py Nhidrostática Nhidrodinámica Nresidual Ngas Nparcial Ntemp. Ntotal Mhidrostático Mgas Mtemp.

tf / m2 tf / m2 tf / m2 tf / m2 tf / m2 tf / m2 tf / m2 tf / m2 tf / m2 tf / m2

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04/09/2023 Depósitos Circulares Lám 28

Análisis sísmico de depósitos cilíndricos

ACI 350.3 - 06

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Análisis sísmico de depósitos cilíndricos

ACI 350.3 - 06

tf m

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-24.959

-52.399

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04/09/2023 Depósitos Circulares Diseño de cables10

Diseño por axial de cables postensados y revisión a compresión de la sección de concreto en depósitos cilíndricosACI 350.3 - 06

19,000

1.400

Pérdidas estimadas = 28 %

13,300

Resistencia a compresión del concreto, f'c = 350

158

40 cm

38 °C

15 °C

altura profundidad Diseño Revision a comp.

y(m) m tf tf tf tf # cables tf tf

24.600 4.000 129.741 -6.158 123.583 129.741 13.55 10 6.158 189.000 BIEN24.000 4.600 137.328 -3.448 133.880 137.328 14.34 11 3.448 504.000 BIEN23.000 5.600 150.059 -0.618 149.441 150.059 15.67 12 0.618 630.000 BIEN22.000 6.600 162.883 0.425 163.307 163.307 17.05 13 0.000 630.000 BIEN21.000 7.600 175.783 0.520 176.303 176.303 18.41 14 0.000 630.000 BIEN20.000 8.600 188.749 0.315 189.064 189.064 19.74 15 0.000 630.000 BIEN19.000 9.600 201.770 0.120 201.890 201.890 21.08 16 0.000 630.000 BIEN18.000 10.600 214.839 0.014 214.853 214.853 22.44 17 0.000 630.000 BIEN17.000 11.600 227.951 -0.018 227.933 227.951 23.80 18 0.018 630.000 BIEN16.000 12.600 241.101 -0.013 241.088 241.101 25.18 18 0.013 630.000 BIEN15.000 13.600 254.282 0.003 254.285 254.285 26.55 19 0.000 630.000 BIEN14.000 14.600 267.478 0.010 267.489 267.489 27.93 20 0.000 630.000 BIEN13.000 15.600 280.659 -0.010 280.649 280.659 29.31 21 0.010 630.000 BIEN12.000 16.600 293.781 -0.082 293.699 293.781 30.68 22 0.082 630.000 BIEN11.000 17.600 306.821 -0.215 306.606 306.821 32.04 23 0.215 630.000 BIEN10.000 18.600 319.860 -0.353 319.507 319.860 33.40 24 0.353 630.000 BIEN

9.000 19.600 333.229 -0.284 332.945 333.229 34.80 25 0.284 630.000 BIEN8.000 20.600 347.633 0.433 348.066 348.066 36.35 26 0.000 630.000 BIEN7.000 21.600 364.006 2.367 366.373 366.373 38.26 28 0.000 630.000 BIEN6.000 22.600 382.619 5.627 388.246 388.246 40.54 29 0.000 630.000 BIEN5.000 23.600 401.553 8.461 410.013 410.013 42.82 31 0.000 630.000 BIEN4.000 24.600 411.963 5.108 417.070 417.070 43.55 32 0.000 630.000 BIEN3.000 25.600 395.810 -15.546 380.264 395.810 41.33 30 15.546 630.000 BIEN2.000 26.600 331.863 -66.221 265.642 331.863 34.66 25 66.221 630.000 BIEN1.000 27.600 221.439 -144.833 76.606 221.439 23.12 17 144.833 504.000 BIEN0.400 28.200 161.095 -186.950 -25.855 161.095 16.82 13 186.950 315.000 BIEN

529

fpu cables = kgf / cm2

cable f 3/5", As = cm2

Esfuerzo de tensión en los cables, 0.70 fpu = kgf / cm2

kgf / cm2

Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = kgf / cm2

Espesor de la pared del depósito, tw =

Ti =

To =

N (+) Tensión

N (-) Compresión

N parcial N temp. N total N tensión diseño As horiz. N compresión diseño N permisible a comp.

cm2

Page 11: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión11

Diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

4,200

350

40 cm

38 °C

15 °C

TEMPERATURA

altura profundidad

y(m) m tf m tf m tf m tf m tf m tf m tf m tf m tf m tf m

24.600 4.000 0.000 0.000 7.353 7.205 0.000 0.000 13.383 0.000 13.383 0.000 10.33 6.0024.000 4.600 0.000 0.000 7.471 7.229 0.000 0.000 13.597 0.000 13.597 0.000 10.50 6.0023.000 5.600 0.000 0.000 7.422 7.219 0.000 0.000 13.508 0.000 13.508 0.000 10.43 6.0022.000 6.600 0.000 0.000 7.297 7.194 0.000 0.000 13.280 0.000 13.280 0.000 10.25 6.0021.000 7.600 0.000 0.000 7.206 7.176 0.000 0.000 13.114 0.000 13.114 0.000 10.12 6.0020.000 8.600 0.000 0.000 7.164 7.168 0.000 0.000 13.039 0.000 13.039 0.000 10.06 6.0019.000 9.600 0.000 0.000 7.155 7.166 0.000 0.000 13.022 0.000 13.022 0.000 10.05 6.0018.000 10.600 0.000 0.000 7.158 7.166 0.001 0.000 13.028 0.001 13.028 0.000 10.05 6.0017.000 11.600 -0.001 0.000 7.163 7.167 0.001 -0.001 13.038 0.001 13.038 0.001 10.06 6.0016.000 12.600 0.000 0.000 7.167 7.168 0.001 0.000 13.044 0.001 13.044 0.000 10.06 6.0015.000 13.600 0.001 0.000 7.169 7.169 -0.002 0.001 13.047 -0.002 13.047 0.002 10.07 6.0014.000 14.600 0.005 0.000 7.172 7.169 -0.007 0.004 13.046 -0.007 13.046 0.007 10.07 6.0013.000 15.600 0.011 0.000 7.176 7.170 -0.015 0.009 13.044 -0.015 13.044 0.015 10.06 6.0012.000 16.600 0.015 0.000 7.178 7.170 -0.021 0.012 13.043 -0.021 13.043 0.021 10.06 6.0011.000 17.600 0.005 0.000 7.171 7.169 -0.007 0.004 13.044 -0.007 13.044 0.007 10.06 6.0010.000 18.600 -0.039 -0.001 7.142 7.163 0.054 -0.033 13.054 0.054 13.054 0.033 10.07 6.009.000 19.600 -0.137 -0.002 7.080 7.151 0.191 -0.115 13.078 0.191 13.078 0.115 10.09 6.008.000 20.600 -0.274 -0.004 6.995 7.134 0.384 -0.230 13.115 0.384 13.115 0.230 10.12 6.007.000 21.600 -0.334 -0.004 6.964 7.127 0.467 -0.280 13.141 0.467 13.141 0.280 10.14 6.006.000 22.600 -0.009 0.000 7.181 7.171 0.013 -0.007 13.082 0.013 13.082 0.007 10.09 6.005.000 23.600 1.200 0.016 7.959 7.326 -1.679 1.008 12.805 -1.679 12.805 1.679 9.88 6.004.000 24.600 3.693 0.049 9.533 7.641 -5.171 3.100 12.180 -5.171 12.180 5.171 9.38 6.003.000 25.600 6.854 0.089 11.476 8.030 -9.595 5.749 11.291 -9.595 11.291 9.595 8.69 7.362.000 26.600 7.322 0.092 11.609 8.056 -10.251 6.134 10.878 -10.251 10.878 10.251 8.36 7.871.000 27.600 -2.879 -0.048 4.867 6.708 4.031 -2.438 12.888 4.031 12.888 2.438 9.94 6.000.400 28.200 -19.107 -0.264 -5.589 4.617 26.749 -16.060 16.577 26.749 26.749 16.060 21.12 12.45

fy = kgf / cm2

f'c = kgf / cm2

tw =

Ti =

To =

M (+) Tensión en la cara exterior

M (-) Tensión en la cara interior

M hidrostático M gas M temp. Mf M presf. MU1 MU2 MU3 MUmax (+) MUmax (-) As vert. (+) As vert. (-)

cm2 / m cm2 / m

Page 12: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por cortante12

Diseño por cortante en las paredes de depósitos cilíndricosACI 350 - 06 Secc. 21.6 y Secc. 11.7

4,200

350

0.85

D = 2,000 cm

40 cm

2,460 cm

100 cm

2,963,971 kgf

75,477 kgf / m

4,238,478 kgf

107,932 kgf / m

107,932 kgf

CORTANTE TANGENCIAL

24.600 33,712 kgf

0.530 96,486 kgf

0.005197 Av / s = 0.270268

0.006757 0.006757

27.03

0.005000 ACI 350 Secc. 7.12.2.1

20.00

fy = kgf / cm2

f'c = kgf / cm2

f =

tw =

hw =

lw =

V base =

q máx =

VUE =

qUE máx =

VU =

hw / lw = f Vc =

ac = f Vs =

r t1 =

r t = r t2 =

Av t = cm2 / m

r l =

Av l = cm2 / m

Page 13: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por cortante13

CORTANTE POR FRICCIÓN

1.0 ACI 350 Secc. 11.7.4.3

1.0 ACI 350 Secc. 11.7.4.3

30.23

107,932 kgf

0.2 f'c Ac = 280,000 kgf

56 Ac = 224,000 kgf

107932 kgf < 224000 kgf BIEN

Coeficiente de fricción, m =

Coeficiente, l =

Avf = cm2

f Vn =

Page 14: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión14

Diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

Ti = 15 °CTo = 19 °C

M (+) Tensión en la cara exteriorM (-) Tensión en la cara interior

TEMPERATURAaltura profundidad M hidrostátic M gas M temp. Mf M presf. MU1 MU2 MU3 MUmax (+) MUmax (-) As vert. (+) As vert. (-)y(m) m tf m tf m tf m tf m tf m tf m tf m tf m tf m tf m cm2 / m cm2 / m

24.6 4 2.44638E-06 3.40238E-08 -1.27879008 -1.25309135 -3.4249E-06 2.05676E-06 -2.32740137 -3.4249E-06 2.05676E-06 2.32740137 6 624 4.6 6.2512E-06 8.42166E-08 -1.29928483 -1.2571903 -8.7517E-06 5.24959E-06 -2.36470714 -8.7517E-06 5.24959E-06 2.36470714 6 623 5.6 1.61408E-05 2.12639E-07 -1.29081305 -1.25549594 -2.2597E-05 1.3544E-05 -2.34930234 -2.2597E-05 1.3544E-05 2.34930234 6 622 6.6 2.62433E-05 3.38875E-07 -1.2689659 -1.25112651 -3.6741E-05 2.2006E-05 -2.30955467 -3.6741E-05 2.2006E-05 2.30955467 6 621 7.6 2.06782E-05 2.51503E-07 -1.25315764 -1.24796486 -2.8949E-05 1.73052E-05 -2.28077586 -2.8949E-05 1.73052E-05 2.28077586 6 620 8.6 -3.347E-05 -4.7951E-07 -1.24600669 -1.24653467 4.68576E-05 -2.817E-05 -2.26768531 4.68576E-05 4.68576E-05 2.26768531 6 619 9.6 -0.00017819 -2.3883E-06 -1.24441482 -1.2462163 0.00024947 -0.00014961 -2.26458551 0.00024947 0.00024947 2.26458551 6 618 10.6 -0.00042049 -5.522E-06 -1.24509269 -1.24635187 0.00058869 -0.0003528 -2.26548002 0.00058869 0.00058869 2.26548002 6 617 11.6 -0.00062724 -8.0597E-06 -1.24610165 -1.24655366 0.00087814 -0.00052588 -2.26702687 0.00087814 0.00087814 2.26702687 6 616 12.6 -0.00036653 -4.2721E-06 -1.24659772 -1.24665288 0.00051314 -0.00030633 -2.26829472 0.00051314 0.00051314 2.26829472 6 615 13.6 0.00118956 1.66201E-05 -1.24620567 -1.24657447 -0.00166539 0.00100028 -2.26975971 -0.00166539 0.00100028 2.26975971 6 614 14.6 0.00497774 6.64237E-05 -1.24470648 -1.24627463 -0.00696884 0.00417877 -2.27233463 -0.00696884 0.00417877 2.27233463 6 613 15.6 0.01080962 0.0001415 -1.24234618 -1.24580257 -0.01513347 0.0090685 -2.27620351 -0.01513347 0.0090685 2.27620351 6 612 16.6 0.01466413 0.0001873 -1.24088683 -1.2455107 -0.02052978 0.01229188 -2.2789438 -0.02052978 0.01229188 2.2789438 6 611 17.6 0.00496666 5.08195E-05 -1.24509629 -1.24635259 -0.00695332 0.00413531 -2.27302858 -0.00695332 0.00413531 2.27302858 6 610 18.6 -0.03880058 -0.00053409 -1.26322812 -1.24997896 0.05432081 -0.03260881 -2.24475436 0.05432081 0.05432081 2.24475436 6 69 19.6 -0.13664834 -0.00181641 -1.30299768 -1.25793287 0.19130768 -0.11469942 -2.1801481 0.19130768 0.19130768 2.1801481 6 68 20.6 -0.27413613 -0.00357653 -1.35758877 -1.26885109 0.38379058 -0.22995439 -2.08702097 0.38379058 0.38379058 2.08702097 6 67 21.6 -0.33358346 -0.00422842 -1.37780845 -1.27289502 0.46701685 -0.27954741 -2.04059453 0.46701685 0.46701685 2.04059453 6 66 22.6 -0.00909526 0.00025871 -1.23864281 -1.24506189 0.01273336 -0.00679541 -2.24159655 0.01273336 0.01273336 2.24159655 6 65 23.6 1.19959139 0.01634672 -0.73967942 -1.14526922 -1.67942795 1.00779527 -3.02564449 -1.67942795 1.00779527 3.02564449 6 64 24.6 3.69323619 0.04891951 0.27055395 -0.94322254 -5.17053066 3.09963344 -4.67812247 -5.17053066 3.09963344 5.17053066 6 63 25.6 6.85390017 0.08910227 1.51680747 -0.69397184 -9.59546024 5.74857515 -6.83487064 -9.59546024 5.74857515 9.59546024 6 7.362116882 26.6 7.32184645 0.09185007 1.60202948 -0.67692744 -10.250585 6.13368427 -7.33489137 -10.250585 6.13368427 10.250585 6 7.872995521 27.6 -2.87941858 -0.04760954 -2.72325926 -1.54198518 4.03118601 -2.43754614 -0.92514583 4.03118601 4.03118601 2.43754614 6 6

0.4 28.2 -19.1066183 -0.26387294 -9.43058929 -2.88345119 26.7492656 -16.05952 9.5855931 26.7492656 26.7492656 16.05952 21.1180862 12.4513952

Page 15: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión15

Diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

Ti = 15 °CTo = 15 °C

M (+) Tensión en la cara exteriorM (-) Tensión en la cara interior

TEMPERATURAaltura profundidad M hidrostátic M gas M temp. Mf M presf. MU1 MU2 MU3 MUmax (+) MUmax (-) As vert. (+) As vert. (-)y(m) m tf m tf m tf m tf m tf m tf m tf m tf m tf m tf m cm2 / m cm2 / m

24.6 4 2.44638E-06 3.40238E-08 9.31091E-07 1.86218E-07 -3.4249E-06 2.05676E-06 -1.7303E-06 -3.4249E-06 2.05676E-06 3.42493E-06 6 624 4.6 6.2512E-06 8.42166E-08 2.30466E-06 4.60932E-07 -8.7517E-06 5.24959E-06 -4.5572E-06 -8.7517E-06 5.24959E-06 8.75168E-06 6 623 5.6 1.61408E-05 2.12639E-07 5.81905E-06 1.16381E-06 -2.2597E-05 1.3544E-05 -1.2006E-05 -2.2597E-05 1.3544E-05 2.25971E-05 6 622 6.6 2.62433E-05 3.38875E-07 9.27361E-06 1.85472E-06 -3.6741E-05 2.2006E-05 -1.9863E-05 -3.6741E-05 2.2006E-05 3.67406E-05 6 621 7.6 2.06782E-05 2.51503E-07 6.8826E-06 1.37652E-06 -2.8949E-05 1.73052E-05 -1.6423E-05 -2.8949E-05 1.73052E-05 2.89495E-05 6 620 8.6 -3.347E-05 -4.7951E-07 -1.3122E-05 -2.6244E-06 4.68576E-05 -2.817E-05 2.29751E-05 4.68576E-05 4.68576E-05 2.81702E-05 6 619 9.6 -0.00017819 -2.3883E-06 -6.5357E-05 -1.3071E-05 0.00024947 -0.00014961 0.00013052 0.00024947 0.00024947 0.00014961 6 618 10.6 -0.00042049 -5.522E-06 -0.00015111 -3.0223E-05 0.00058869 -0.0003528 0.00031366 0.00058869 0.00058869 0.0003528 6 617 11.6 -0.00062724 -8.0597E-06 -0.00022056 -4.4112E-05 0.00087814 -0.00052588 0.00047672 0.00087814 0.00087814 0.00052588 6 616 12.6 -0.00036653 -4.2721E-06 -0.00011691 -2.3382E-05 0.00051314 -0.00030633 0.00030036 0.00051314 0.00051314 0.00030633 6 615 13.6 0.00118956 1.66201E-05 0.00045482 9.09646E-05 -0.00166539 0.00100028 -0.00083761 -0.00166539 0.00100028 0.00166539 6 614 14.6 0.00497774 6.64237E-05 0.00181774 0.00036355 -0.00696884 0.00417877 -0.00366055 -0.00696884 0.00417877 0.00696884 6 613 15.6 0.01080962 0.0001415 0.00387224 0.00077445 -0.01513347 0.0090685 -0.00808599 -0.01513347 0.0090685 0.01513347 6 612 16.6 0.01466413 0.0001873 0.00512568 0.00102514 -0.02052978 0.01229188 -0.01120103 -0.02052978 0.01229188 0.02052978 6 611 17.6 0.00496666 5.08195E-05 0.00139072 0.00027814 -0.00695332 0.00413531 -0.00442221 -0.00695332 0.00413531 0.00695332 6 610 18.6 -0.03880058 -0.00053409 -0.01461584 -0.00292317 0.05432081 -0.03260881 0.02771999 0.05432081 0.05432081 0.03260881 6 69 19.6 -0.13664834 -0.00181641 -0.04970754 -0.00994151 0.19130768 -0.11469942 0.10083996 0.19130768 0.19130768 0.11469942 6 68 20.6 -0.27413613 -0.00357653 -0.09787475 -0.01957495 0.38379058 -0.22995439 0.20565853 0.38379058 0.38379058 0.22995439 6 67 21.6 -0.33358346 -0.00422842 -0.11571425 -0.02314285 0.46701685 -0.27954741 0.25641691 0.46701685 0.46701685 0.27954741 6 66 22.6 -0.00909526 0.00025871 0.00707975 0.00141595 0.01273336 -0.00679541 0.0256185 0.01273336 0.0256185 0.00679541 6 65 23.6 1.19959139 0.01634672 0.44734183 0.08946837 -1.67942795 1.00779527 -0.86526582 -1.67942795 1.00779527 1.67942795 6 64 24.6 3.69323619 0.04891951 1.33872423 0.26774485 -5.17053066 3.09963344 -2.73405257 -5.17053066 3.09963344 5.17053066 6 63 25.6 6.85390017 0.08910227 2.43835962 0.48767192 -9.59546024 5.74857515 -5.15764573 -9.59546024 5.74857515 9.59546024 6 7.362116882 26.6 7.32184645 0.09185007 2.51355546 0.50271109 -10.250585 6.13368427 -5.6759141 -10.250585 6.13368427 10.250585 6 7.872995521 27.6 -2.87941858 -0.04760954 -1.30287581 -0.26057516 4.03118601 -2.43754614 1.65995204 4.03118601 4.03118601 2.43754614 6 6

0.4 28.2 -19.1066183 -0.26387294 -7.2211082 -1.44422164 26.7492656 -16.05952 13.6068487 26.7492656 26.7492656 16.05952 21.1180862 12.4513952

Page 16: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión16

Diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

Ti = 15 °CTo = 2 °C

M (+) Tensión en la cara exteriorM (-) Tensión en la cara interior

TEMPERATURAaltura profundidad M hidrostátic M gas M temp. Mf M presf. MU1 MU2 MU3 MUmax (+) MUmax (-) As vert. (+) As vert. (-)y(m) m tf m tf m tf m tf m tf m tf m tf m tf m tf m tf m cm2 / m cm2 / m

24.6 4 2.44638E-06 3.40238E-08 4.15607171 4.07254767 -3.4249E-06 2.05676E-06 7.56404708 -3.4249E-06 7.56404708 3.42493E-06 6 624 4.6 6.2512E-06 8.42166E-08 4.22268548 4.08587043 -8.7517E-06 5.24959E-06 7.68527883 -8.7517E-06 7.68527883 8.75168E-06 6 623 5.6 1.61408E-05 2.12639E-07 4.19516713 4.08036676 -2.2597E-05 1.3544E-05 7.63518158 -2.2597E-05 7.63518158 2.25971E-05 6 622 6.6 2.62433E-05 3.38875E-07 4.12417858 4.06616905 -3.6741E-05 2.2006E-05 7.50596827 -3.6741E-05 7.50596827 3.67406E-05 6 621 7.6 2.06782E-05 2.51503E-07 4.07279159 4.05589165 -2.8949E-05 1.73052E-05 7.41245175 -2.8949E-05 7.41245175 2.89495E-05 6 620 8.6 -3.347E-05 -4.7951E-07 4.04946596 4.05122653 4.68576E-05 -2.817E-05 7.37007491 4.68576E-05 7.37007491 2.81702E-05 6 619 9.6 -0.00017819 -2.3883E-06 4.0440704 4.05014741 0.00024947 -0.00014961 7.3604576 0.00024947 7.3604576 0.00014961 6 618 10.6 -0.00042049 -5.522E-06 4.04590902 4.05051514 0.00058869 -0.0003528 7.36414311 0.00058869 7.36414311 0.0003528 6 617 11.6 -0.00062724 -8.0597E-06 4.04889299 4.05111193 0.00087814 -0.00052588 7.36986338 0.00087814 7.36986338 0.00052588 6 616 12.6 -0.00036653 -4.2721E-06 4.05094573 4.05152248 0.00051314 -0.00030633 7.37323438 0.00051314 7.37323438 0.00030633 6 615 13.6 0.00118956 1.66201E-05 4.05210143 4.05175362 -0.00166539 0.00100028 7.37315922 -0.00166539 7.37315922 0.00166539 6 614 14.6 0.00497774 6.64237E-05 4.05302145 4.05193762 -0.00696884 0.00417877 7.36953021 -0.00696884 7.36953021 0.00696884 6 613 15.6 0.01080962 0.0001415 4.05408209 4.05214975 -0.01513347 0.0090685 7.36329594 -0.01513347 7.36329594 0.01513347 6 612 16.6 0.01466413 0.0001873 4.05466634 4.0522666 -0.02052978 0.01229188 7.35896296 -0.02052978 7.35896296 0.02052978 6 611 17.6 0.00496666 5.08195E-05 4.05247351 4.05182803 -0.00695332 0.00413531 7.36854846 -0.00695332 7.36854846 0.00695332 6 610 18.6 -0.03880058 -0.00053409 4.04337407 4.05000815 0.05432081 -0.03260881 7.41326161 0.05432081 7.41326161 0.03260881 6 69 19.6 -0.13664834 -0.00181641 4.02348543 4.04603042 0.19130768 -0.11469942 7.51405116 0.19130768 7.51405116 0.11469942 6 68 20.6 -0.27413613 -0.00357653 3.9961958 4.04057249 0.38379058 -0.22995439 7.65686693 0.38379058 7.65686693 0.22995439 6 67 21.6 -0.33358346 -0.00422842 3.98609191 4.03855172 0.46701685 -0.27954741 7.72170412 0.46701685 7.72170412 0.27954741 6 66 22.6 -0.00909526 0.00025871 4.05567806 4.05246895 0.01273336 -0.00679541 7.39406743 0.01273336 7.39406743 0.00679541 6 65 23.6 1.19959139 0.01634672 4.3051609 4.10236551 -1.67942795 1.00779527 6.15596488 -1.67942795 6.15596488 1.67942795 6 64 24.6 3.69323619 0.04891951 4.81027762 4.20338886 -5.17053066 3.09963344 3.58417461 -5.17053066 3.58417461 5.17053066 6 63 25.6 6.85390017 0.08910227 5.43340411 4.32801416 -9.59546024 5.74857515 0.29333523 -9.59546024 5.74857515 9.59546024 6 7.362116882 26.6 7.32184645 0.09185007 5.47601487 4.33653631 -10.250585 6.13368427 -0.28423796 -10.250585 6.13368427 10.250585 6 7.872995521 27.6 -2.87941858 -0.04760954 3.31337038 3.90400741 4.03118601 -2.43754614 10.0615201 4.03118601 10.0615201 2.43754614 7.7254476 6

0.4 28.2 -19.1066183 -0.26387294 -0.04029467 3.2332744 26.7492656 -16.05952 26.6759293 26.7492656 26.7492656 16.05952 21.1180862 12.4513952

Page 17: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión17

Diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

Ti = 15 °CTo = -8 °C

M (+) Tensión en la cara exteriorM (-) Tensión en la cara interior

TEMPERATURAaltura profundidad M hidrostátic M gas M temp. Mf M presf. MU1 MU2 MU3 MUmax (+) MUmax (-) As vert. (+) As vert. (-)y(m) m tf m tf m tf m tf m tf m tf m tf m tf m tf m tf m cm2 / m cm2 / m

24.6 4 2.44638E-06 3.40238E-08 7.35304923 7.20527651 -3.4249E-06 2.05676E-06 13.3825462 -3.4249E-06 13.3825462 3.42493E-06 10.3305368 624 4.6 6.2512E-06 8.42166E-08 7.47090331 7.22884733 -8.7517E-06 5.24959E-06 13.5970353 -8.7517E-06 13.5970353 8.75168E-06 10.4997697 623 5.6 1.61408E-05 2.12639E-07 7.42221429 7.21910953 -2.2597E-05 1.3544E-05 13.5084074 -2.2597E-05 13.5084074 2.25971E-05 10.4298273 622 6.6 2.62433E-05 3.38875E-07 7.2966165 7.19398997 -3.6741E-05 2.2006E-05 13.2798053 -3.6741E-05 13.2798053 3.67406E-05 10.2495165 621 7.6 2.06782E-05 2.51503E-07 7.20570291 7.17580725 -2.8949E-05 1.73052E-05 13.1143503 -2.8949E-05 13.1143503 2.89495E-05 10.1190985 620 8.6 -3.347E-05 -4.7951E-07 7.16444988 7.16755664 4.68576E-05 -2.817E-05 13.0393456 4.68576E-05 13.0393456 2.81702E-05 10.0600005 619 9.6 -0.00017819 -2.3883E-06 7.15494406 7.16565548 0.00024947 -0.00014961 13.0222477 0.00024947 13.0222477 0.00014961 10.0465307 618 10.6 -0.00042049 -5.522E-06 7.15826297 7.16631926 0.00058869 -0.0003528 13.0286273 0.00058869 13.0286273 0.0003528 10.0515565 617 11.6 -0.00062724 -8.0597E-06 7.16359572 7.16738581 0.00087814 -0.00052588 13.0386224 0.00087814 13.0386224 0.00052588 10.0594307 616 12.6 -0.00036653 -4.2721E-06 7.16714777 7.16809622 0.00051314 -0.00030633 13.0447221 0.00051314 13.0447221 0.00030633 10.0642363 615 13.6 0.00118956 1.66201E-05 7.16875267 7.1684172 -0.00166539 0.00100028 13.0454645 -0.00166539 13.0454645 0.00166539 10.0648211 614 14.6 0.00497774 6.64237E-05 7.169332 7.16853307 -0.00696884 0.00417877 13.0412154 -0.00696884 13.0412154 0.00696884 10.0614736 613 15.6 0.01080962 0.0001415 7.16962813 7.16859229 -0.01513347 0.0090685 13.0335897 -0.01513347 13.0335897 0.01513347 10.0554659 612 16.6 0.01466413 0.0001873 7.16969762 7.16860619 -0.02052978 0.01229188 13.0283199 -0.02052978 13.0283199 0.02052978 10.0513143 611 17.6 0.00496666 5.08195E-05 7.16869104 7.16840487 -0.00695332 0.00413531 13.0400644 -0.00695332 13.0400644 0.00695332 10.0605667 610 18.6 -0.03880058 -0.00053409 7.16490476 7.16764762 0.05432081 -0.03260881 13.0944475 0.05432081 13.0944475 0.03260881 10.1034152 69 19.6 -0.13664834 -0.00181641 7.15671078 7.16600882 0.19130768 -0.11469942 13.2165213 0.19130768 13.2165213 0.11469942 10.1996252 68 20.6 -0.27413613 -0.00357653 7.14548084 7.16376283 0.38379058 -0.22995439 13.3885657 0.38379058 13.3885657 0.22995439 10.3352846 67 21.6 -0.33358346 -0.00422842 7.14132742 7.16293215 0.46701685 -0.27954741 13.4642327 0.46701685 13.4642327 0.27954741 10.3949737 66 22.6 -0.00909526 0.00025871 7.16998445 7.16866356 0.01273336 -0.00679541 13.0621051 0.01273336 13.0621051 0.00679541 10.0779317 65 23.6 1.19959139 0.01634672 7.27271402 7.18920947 -1.67942795 1.00779527 11.5569116 -1.67942795 11.5569116 1.67942795 8.89495303 64 24.6 3.69323619 0.04891951 7.48070331 7.23080733 -5.17053066 3.09963344 8.44434937 -5.17053066 8.44434937 5.17053066 6.46707725 63 25.6 6.85390017 0.08910227 7.73728448 7.28212356 -9.59546024 5.74857515 4.48639752 -9.59546024 5.74857515 9.59546024 6 7.362116882 26.6 7.32184645 0.09185007 7.75482981 7.28563263 -10.250585 6.13368427 3.86320523 -10.250585 6.13368427 10.250585 6 7.872995521 27.6 -2.87941858 -0.04760954 6.86432899 7.10753246 4.03118601 -2.43754614 16.5242648 4.03118601 16.5242648 2.43754614 12.8215429 6

0.4 28.2 -19.1066183 -0.26387294 5.48340805 6.83134828 26.7492656 -16.05952 36.7290683 26.7492656 36.7290683 16.05952 29.5193905 12.4513952

Page 18: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión18

Diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

Ti = 15 °CTo = -23 °C

M (+) Tensión en la cara exteriorM (-) Tensión en la cara interior

TEMPERATURAaltura profundidad M hidrostátic M gas M temp. Mf M presf. MU1 MU2 MU3 MUmax (+) MUmax (-) As vert. (+) As vert. (-)y(m) m tf m tf m tf m tf m tf m tf m tf m tf m tf m tf m cm2 / m cm2 / m

24.6 4 2.44638E-06 3.40238E-08 12.1485155 11.9043698 -3.4249E-06 2.05676E-06 22.1102948 -3.4249E-06 22.1102948 3.42493E-06 17.3170408 624 4.6 6.2512E-06 8.42166E-08 12.3432301 11.9433127 -8.7517E-06 5.24959E-06 22.46467 -8.7517E-06 22.46467 8.75168E-06 17.605193 623 5.6 1.61408E-05 2.12639E-07 12.262785 11.9272237 -2.2597E-05 1.3544E-05 22.3182462 -2.2597E-05 22.3182462 2.25971E-05 17.4860881 622 6.6 2.62433E-05 3.38875E-07 12.0552734 11.8857213 -3.6741E-05 2.2006E-05 21.9405608 -3.6741E-05 21.9405608 3.67406E-05 17.1791528 621 7.6 2.06782E-05 2.51503E-07 11.9050699 11.8556806 -2.8949E-05 1.73052E-05 21.6671982 -2.8949E-05 21.6671982 2.89495E-05 16.9572525 620 8.6 -3.347E-05 -4.7951E-07 11.8369257 11.8420518 4.68576E-05 -2.817E-05 21.5432517 4.68576E-05 21.5432517 2.81702E-05 16.8567099 619 9.6 -0.00017819 -2.3883E-06 11.8212546 11.8389176 0.00024947 -0.00014961 21.5149328 0.00024947 21.5149328 0.00014961 16.8337444 618 10.6 -0.00042049 -5.522E-06 11.8267939 11.8400254 0.00058869 -0.0003528 21.5253536 0.00058869 21.5253536 0.0003528 16.842195 617 11.6 -0.00062724 -8.0597E-06 11.8356498 11.8417966 0.00087814 -0.00052588 21.5417608 0.00087814 21.5417608 0.00052588 16.8555008 616 12.6 -0.00036653 -4.2721E-06 11.8414508 11.8429568 0.00051314 -0.00030633 21.5519536 0.00051314 21.5519536 0.00030633 16.8637673 615 13.6 0.00118956 1.66201E-05 11.8437295 11.8434126 -0.00166539 0.00100028 21.5539224 -0.00166539 21.5539224 0.00166539 16.865364 614 14.6 0.00497774 6.64237E-05 11.8437978 11.8434262 -0.00696884 0.00417877 21.5487432 -0.00696884 21.5487432 0.00696884 16.8611636 613 15.6 0.01080962 0.0001415 11.8429472 11.8432561 -0.01513347 0.0090685 21.5390304 -0.01513347 21.5390304 0.01513347 16.8532865 612 16.6 0.01466413 0.0001873 11.8422445 11.8431156 -0.02052978 0.01229188 21.5323553 -0.02052978 21.5323553 0.02052978 16.8478731 611 17.6 0.00496666 5.08195E-05 11.8430173 11.8432701 -0.00695332 0.00413531 21.5473382 -0.00695332 21.5473382 0.00695332 16.8600241 610 18.6 -0.03880058 -0.00053409 11.8472008 11.8441068 0.05432081 -0.03260881 21.6162263 0.05432081 21.6162263 0.03260881 16.9158999 69 19.6 -0.13664834 -0.00181641 11.8565488 11.8459764 0.19130768 -0.11469942 21.7702265 0.19130768 21.7702265 0.11469942 17.04086 68 20.6 -0.27413613 -0.00357653 11.8694084 11.8485483 0.38379058 -0.22995439 21.9861139 0.38379058 21.9861139 0.22995439 17.216151 67 21.6 -0.33358346 -0.00422842 11.8741807 11.8495028 0.46701685 -0.27954741 22.0780257 0.46701685 22.0780257 0.27954741 17.2908197 66 22.6 -0.00909526 0.00025871 11.841444 11.8429555 0.01273336 -0.00679541 21.5641615 0.01273336 21.5641615 0.00679541 16.8736684 65 23.6 1.19959139 0.01634672 11.7240437 11.8194754 -1.67942795 1.00779527 19.6583316 -1.67942795 19.6583316 1.67942795 15.3330621 64 24.6 3.69323619 0.04891951 11.4863418 11.771935 -5.17053066 3.09963344 15.7346115 -5.17053066 15.7346115 5.17053066 12.1929658 63 25.6 6.85390017 0.08910227 11.193105 11.7132877 -9.59546024 5.74857515 10.7759909 -9.59546024 10.7759909 9.59546024 8.28350396 7.362116882 26.6 7.32184645 0.09185007 11.1730522 11.7092771 -10.250585 6.13368427 10.08437 -10.250585 10.08437 10.250585 7.74327504 7.872995521 27.6 -2.87941858 -0.04760954 12.1907669 11.91282 4.03118601 -2.43754614 26.2183818 4.03118601 26.2183818 2.43754614 20.6798728 6

0.4 28.2 -19.1066183 -0.26387294 13.7689621 12.2284591 26.7492656 -16.05952 51.8087767 26.7492656 51.8087767 16.05952 42.8659314 12.4513952

Page 19: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión19

Diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

Ti = 15 °CTo = -27 °C

M (+) Tensión en la cara exteriorM (-) Tensión en la cara interior

TEMPERATURAaltura profundidad M hidrostátic M gas M temp. Mf M presf. MU1 MU2 MU3 MUmax (+) MUmax (-) As vert. (+) As vert. (-)y(m) m tf m tf m tf m tf m tf m tf m tf m tf m tf m tf m cm2 / m cm2 / m

24.6 4 2.44638E-06 3.40238E-08 13.4273065 13.1574613 -3.4249E-06 2.05676E-06 24.4376944 -3.4249E-06 24.4376944 3.42493E-06 19.2161514 624 4.6 6.2512E-06 8.42166E-08 13.6425172 13.2005034 -8.7517E-06 5.24959E-06 24.8293725 -8.7517E-06 24.8293725 8.75168E-06 19.5373052 623 5.6 1.61408E-05 2.12639E-07 13.5536039 13.1827208 -2.2597E-05 1.3544E-05 24.6675365 -2.2597E-05 24.6675365 2.25971E-05 19.4045541 622 6.6 2.62433E-05 3.38875E-07 13.3242486 13.1368497 -3.6741E-05 2.2006E-05 24.2500956 -3.6741E-05 24.2500956 3.67406E-05 19.0624906 621 7.6 2.06782E-05 2.51503E-07 13.1582344 13.1036469 -2.8949E-05 1.73052E-05 23.9479577 -2.8949E-05 23.9479577 2.89495E-05 18.8152284 620 8.6 -3.347E-05 -4.7951E-07 13.0829193 13.0885839 4.68576E-05 -2.817E-05 23.81096 4.68576E-05 23.81096 2.81702E-05 18.7032008 619 9.6 -0.00017819 -2.3883E-06 13.065604 13.0851208 0.00024947 -0.00014961 23.7796488 0.00024947 23.7796488 0.00014961 18.6776042 618 10.6 -0.00042049 -5.522E-06 13.0717355 13.0863471 0.00058869 -0.0003528 23.7911473 0.00058869 23.7911473 0.0003528 18.6870038 617 11.6 -0.00062724 -8.0597E-06 13.0815309 13.0883062 0.00087814 -0.00052588 23.8092644 0.00087814 23.8092644 0.00052588 18.7018146 616 12.6 -0.00036653 -4.2721E-06 13.0879316 13.0895863 0.00051314 -0.00030633 23.8205487 0.00051314 23.8205487 0.00030633 18.71104 615 13.6 0.00118956 1.66201E-05 13.09039 13.090078 -0.00166539 0.00100028 23.8228445 -0.00166539 23.8228445 0.00166539 18.7129169 614 14.6 0.00497774 6.64237E-05 13.090322 13.0900644 -0.00696884 0.00417877 23.8174173 -0.00696884 23.8174173 0.00696884 18.7084799 613 15.6 0.01080962 0.0001415 13.0891656 13.0898331 -0.01513347 0.0090685 23.8071479 -0.01513347 23.8071479 0.01513347 18.7000843 612 16.6 0.01466413 0.0001873 13.088257 13.0896514 -0.02052978 0.01229188 23.800098 -0.02052978 23.800098 0.02052978 18.6943209 611 17.6 0.00496666 5.08195E-05 13.0895043 13.0899009 -0.00695332 0.00413531 23.8159446 -0.00695332 23.8159446 0.00695332 18.7072759 610 18.6 -0.03880058 -0.00053409 13.0958131 13.0911626 0.05432081 -0.03260881 23.8887006 0.05432081 23.8887006 0.03260881 18.7667652 69 19.6 -0.13664834 -0.00181641 13.109839 13.0939678 0.19130768 -0.11469942 24.0512146 0.19130768 24.0512146 0.11469942 18.8997013 68 20.6 -0.27413613 -0.00357653 13.1291224 13.0978245 0.38379058 -0.22995439 24.2787934 0.38379058 24.2787934 0.22995439 19.08599 67 21.6 -0.33358346 -0.00422842 13.1362749 13.099255 0.46701685 -0.27954741 24.3750371 0.46701685 24.3750371 0.27954741 19.1648178 66 22.6 -0.00909526 0.00025871 13.0871666 13.0894333 0.01273336 -0.00679541 23.8313766 0.01273336 23.8313766 0.00679541 18.7198926 65 23.6 1.19959139 0.01634672 12.911065 13.054213 -1.67942795 1.00779527 21.8187103 -1.67942795 21.8187103 1.67942795 17.0802151 64 24.6 3.69323619 0.04891951 12.5545121 12.9829024 -5.17053066 3.09963344 17.6786814 -5.17053066 17.6786814 5.17053066 13.7435138 63 25.6 6.85390017 0.08910227 12.1146572 12.8949314 -9.59546024 5.74857515 12.4532159 -9.59546024 12.4532159 9.59546024 9.59867934 7.362116882 26.6 7.32184645 0.09185007 12.0845782 12.8889156 -10.250585 6.13368427 11.7433473 -10.250585 11.7433473 10.250585 9.0411608 7.872995521 27.6 -2.87941858 -0.04760954 13.6111503 13.1942301 4.03118601 -2.43754614 28.8034797 4.03118601 28.8034797 2.43754614 22.8217562 6

0.4 28.2 -19.1066183 -0.26387294 15.9784432 13.6676886 26.7492656 -16.05952 55.8300323 26.7492656 55.8300323 16.05952 46.5743718 12.4513952

Page 20: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño de cables20

Diseño por axial de cables postensados y revisión a compresión de la sección de concreto en depósitos cilíndricosACI 350.3 - 06

fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Pérdidas estimadas = 28 %Esfuerzo de tensión en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresión del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depósito, tw = 40 cm

Ti = 15 °CTo = 19 °C

N (+) TensiónN (-) Compresión

altura profundidad N parcial N temp. N total N tensión diseño As horiz. Diseño N compresión dis N permisible a co Revision a comp.y(m) m tf tf tf tf cm2 # cables tf tf

24.6 4 129.7413549389 1.070997007676 130.8123519465 130.8123519465 13.66043775549 10 0 189 BIEN24 4.6 137.3283701525 0.599666430216 137.9280365827 137.9280365827 14.40351259218 11 0 504 BIEN23 5.6 150.0593166002 0.107492159288 150.1668087595 150.1668087595 15.6815798621 12 0 630 BIEN22 6.6 162.8825523615 -0.07391056309 162.8086417984 162.8825523615 17.0094561781 13 0.073910563094 630 BIEN21 7.6 175.7831717131 -0.09064715864 175.6925245545 175.7831717131 18.35663865007 14 0.090647158643 630 BIEN20 8.6 188.7489003966 -0.05530568003 188.6935947166 188.7489003966 19.71062034217 15 0.055305680026 630 BIEN19 9.6 201.769967161 -0.02138963184 201.7485775292 201.769967161 21.07038086477 16 0.021389631842 630 BIEN18 10.6 214.8390296353 -0.00237161926 214.836658016 214.8390296353 22.43515347069 17 0.002371619258 630 BIEN17 11.6 227.9508446114 0.005478690556 227.9563233019 227.9563233019 23.80496275083 18 0 630 BIEN16 12.6 241.1009270303 0.008940454375 241.1098674847 241.1098674847 25.17855759029 18 0 630 BIEN15 13.6 254.2821065107 0.011370625829 254.2934771365 254.2934771365 26.55529209864 19 0 630 BIEN14 14.6 267.4784629682 0.009806330462 267.4882692987 267.4882692987 27.9331943712 20 0 630 BIEN13 15.6 280.6590805309 -0.00643121536 280.6526493155 280.6590805309 29.30859236956 21 0.006431215364 630 BIEN12 16.6 293.7809637831 -0.05332838032 293.7276354028 293.7809637831 30.67888092973 22 0.053328380323 630 BIEN11 17.6 306.8206394907 -0.13855884861 306.6820806421 306.8206394907 32.04058474214 23 0.138558848614 630 BIEN10 18.6 319.8596163644 -0.22676343811 319.6328529263 319.8596163644 33.4022155769 24 0.226763438107 630 BIEN

9 19.6 333.2286599772 -0.1823640632 333.046295914 333.2286599772 34.79831453396 25 0.182364063196 630 BIEN8 20.6 347.6333814137 0.277744696979 347.9111261106 347.9111261106 36.33157123127 26 0 630 BIEN7 21.6 364.0064489268 1.518237980237 365.5246869071 365.5246869071 38.17091550826 28 0 630 BIEN6 22.6 382.6686263571 3.610008698107 386.2786350552 386.2786350552 40.33820332657 29 0 630 BIEN5 23.6 401.772810926 5.427615457834 407.2004263838 407.2004263838 42.52301862822 31 0 630 BIEN4 24.6 412.3319252264 3.276696231057 415.6086214575 415.6086214575 43.40106740366 32 0 630 BIEN3 25.6 396.3055878804 -9.97288410483 386.3327037756 396.3055878804 41.38529530915 30 9.972884104834 630 BIEN2 26.6 332.4635230553 -42.4815732748 289.9819497805 332.4635230553 34.71841301747 25 42.4815732748 630 BIEN1 27.6 222.1255779275 -92.9120572684 129.213520659 222.1255779275 23.19607121214 17 92.91205726843 504 BIEN

0.4 28.2 161.8258882249 -119.930161868 41.89572635656 161.8258882249 16.89911113459 13 119.9301618683 315 BIEN529

Page 21: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño de cables21

Diseño por axial de cables postensados y revisión a compresión de la sección de concreto en depósitos cilíndricosACI 350.3 - 06

fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Pérdidas estimadas = 28 %Esfuerzo de tensión en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresión del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depósito, tw = 40 cm

Ti = 15 °CTo = 15 °C

N (+) TensiónN (-) Compresión

altura profundidad N parcial N temp. N total N tensión diseño As horiz. Diseño N compresión dis N permisible a co Revision a comp.y(m) m tf tf tf tf cm2 # cables tf tf

24.6 4 129.7413549389 1.55527838E-05 129.7413704916 129.7413704916 13.54859758685 10 0 189 BIEN24 4.6 137.3283701525 1.68076001E-05 137.3283869601 137.3283869601 14.34089253969 11 0 504 BIEN23 5.6 150.0593166002 2.8974033E-06 150.0593194976 150.0593194976 15.67035500183 12 0 630 BIEN22 6.6 162.8825523615 -5.2999958E-05 162.8824993615 162.8825523615 17.0094561781 13 5.2999958E-05 630 BIEN21 7.6 175.7831717131 -0.00017235517 175.7829993579 175.7831717131 18.35663865007 14 0.000172355172 630 BIEN20 8.6 188.7489003966 -0.00033082911 188.7485695675 188.7489003966 19.71062034217 15 0.000330829106 630 BIEN19 9.6 201.769967161 -0.00037517054 201.7695919905 201.769967161 21.07038086477 16 0.000375170539 630 BIEN18 10.6 214.8390296353 7.26169397E-05 214.8391022522 214.8391022522 22.43516105391 17 0 630 BIEN17 11.6 227.9508446114 0.00160189257 227.9524465039 227.9524465039 23.80455790559 18 0 630 BIEN16 12.6 241.1009270303 0.004619956131 241.1055469864 241.1055469864 25.17810641044 18 0 630 BIEN15 13.6 254.2821065107 0.008201013073 254.2903075238 254.2903075238 26.55496110315 19 0 630 BIEN14 14.6 267.4784629682 0.008022042855 267.486485011 267.486485011 27.93300804209 20 0 630 BIEN13 15.6 280.6590805309 -0.00569960099 280.6533809299 280.6590805309 29.30859236956 21 0.00569960099 630 BIEN12 16.6 293.7809637831 -0.04690378891 293.7340599942 293.7809637831 30.67888092973 22 0.046903788914 630 BIEN11 17.6 306.8206394907 -0.12212608178 306.6985134089 306.8206394907 32.04058474214 23 0.122126081781 630 BIEN10 18.6 319.8596163644 -0.20001710886 319.6595992555 319.8596163644 33.4022155769 24 0.200017108861 630 BIEN

9 19.6 333.2286599772 -0.16088865378 333.0677713234 333.2286599772 34.79831453396 25 0.160888653777 630 BIEN8 20.6 347.6333814137 0.245067551619 347.8784489653 347.8784489653 36.32815883096 26 0 630 BIEN7 21.6 364.0064489268 1.339615013368 365.3460639402 365.3460639402 38.15226231623 28 0 630 BIEN6 22.6 382.6686263571 3.185296561649 385.8539229187 385.8539229187 40.2938515997 29 0 630 BIEN5 23.6 401.772810926 4.789069955638 406.5618808816 406.5618808816 42.45633676708 31 0 630 BIEN4 24.6 412.3319252264 2.891201899575 415.223127126 415.223127126 43.36081110338 31 0 630 BIEN3 25.6 396.3055878804 -8.79960348547 387.5059843949 396.3055878804 41.38529530915 30 8.799603485468 630 BIEN2 26.6 332.4635230553 -37.4837408331 294.9797822222 332.4635230553 34.71841301747 25 37.48374083305 630 BIEN1 27.6 222.1255779275 -81.9812267967 140.1443511308 222.1255779275 23.19607121214 17 81.9812267967 504 BIEN

0.4 28.2 161.8258882249 -105.820730928 56.00515729732 161.8258882249 16.89911113459 13 105.8207309275 315 BIEN528

Page 22: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño de cables22

Diseño por axial de cables postensados y revisión a compresión de la sección de concreto en depósitos cilíndricosACI 350.3 - 06

fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Pérdidas estimadas = 28 %Esfuerzo de tensión en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresión del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depósito, tw = 40 cm

Ti = 15 °CTo = 2 °C

N (+) TensiónN (-) Compresión

altura profundidad N parcial N temp. N total N tensión diseño As horiz. Diseño N compresión dis N permisible a co Revision a comp.y(m) m tf tf tf tf cm2 # cables tf tf

24.6 4 129.7413549389 -3.48067417562 126.2606807632 129.7413549389 13.54859596271 10 3.480674175615 189 BIEN24 4.6 137.3283701525 -1.9488444659 135.3795256866 137.3283701525 14.34089078451 11 1.948844465901 504 BIEN23 5.6 150.0593166002 -0.34933720372 149.7099793964 150.0593166002 15.67035469927 12 0.349337203722 630 BIEN22 6.6 162.8825523615 0.239984080233 163.1225364417 163.1225364417 17.03451717228 13 0 630 BIEN21 7.6 175.7831717131 0.293870756111 176.0770424692 176.0770424692 18.38732690781 14 0 630 BIEN20 8.6 188.7489003966 0.178337436383 188.927237833 188.927237833 19.72924371689 15 0 630 BIEN19 9.6 201.769967161 0.067921828694 201.8378889897 201.8378889897 21.07747378757 16 0 630 BIEN18 10.6 214.8390296353 0.008016384581 214.8470460199 214.8470460199 22.43599060358 17 0 630 BIEN17 11.6 227.9508446114 -0.01099770089 227.9398469105 227.9508446114 23.80439062358 18 0.010997700886 630 BIEN16 12.6 241.1009270303 -0.00942166316 241.0915053671 241.1009270303 25.17762395888 18 0.009421663161 630 BIEN15 13.6 254.2821065107 -0.00210022838 254.2800062823 254.2821065107 26.55410468992 19 0.002100228385 630 BIEN14 14.6 267.4784629682 0.002223108133 267.4806860763 267.4806860763 27.93240247247 20 0 630 BIEN13 15.6 280.6590805309 -0.00332185428 280.6557586766 280.6590805309 29.30859236956 21 0.003321854275 630 BIEN12 16.6 293.7809637831 -0.02602386684 293.7549399163 293.7809637831 30.67888092973 22 0.026023866837 630 BIEN11 17.6 306.8206394907 -0.06871958957 306.7519199011 306.8206394907 32.04058474214 23 0.068719589574 630 BIEN10 18.6 319.8596163644 -0.11309153881 319.7465248256 319.8596163644 33.4022155769 24 0.113091538813 630 BIEN

9 19.6 333.2286599772 -0.09109357316 333.137566404 333.2286599772 34.79831453396 25 0.091093573164 630 BIEN8 20.6 347.6333814137 0.138866829197 347.7722482429 347.7722482429 36.31706852996 26 0 630 BIEN7 21.6 364.0064489268 0.759090371044 364.7655392979 364.7655392979 38.09163944214 28 0 630 BIEN6 22.6 382.6686263571 1.804982118162 384.4736084753 384.4736084753 40.14970848739 29 0 630 BIEN5 23.6 401.772810926 2.713797073502 404.4866079995 404.4866079995 42.23962071841 31 0 630 BIEN4 24.6 412.3319252264 1.638345322256 413.9702705487 413.9702705487 43.22997812747 31 0 630 BIEN3 25.6 396.3055878804 -4.98644147253 391.3191464079 396.3055878804 41.38529530915 30 4.986441472528 630 BIEN2 26.6 332.4635230553 -21.2407853974 311.2227376579 332.4635230553 34.71841301747 25 21.24078539736 630 BIEN1 27.6 222.1255779275 -46.4560277636 175.6695501639 222.1255779275 23.19607121214 17 46.45602776358 504 BIEN

0.4 28.2 161.8258882249 -59.9650803701 101.8608078548 161.8258882249 16.89911113459 13 59.96508037006 315 BIEN528

Page 23: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño de cables23

Diseño por axial de cables postensados y revisión a compresión de la sección de concreto en depósitos cilíndricosACI 350.3 - 06

fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Pérdidas estimadas = 28 %Esfuerzo de tensión en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresión del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depósito, tw = 40 cm

Ti = 15 °CTo = -8 °C

N (+) TensiónN (-) Compresión

altura profundidad N parcial N temp. N total N tensión diseño As horiz. Diseño N compresión dis N permisible a co Revision a comp.y(m) m tf tf tf tf cm2 # cables tf tf

24.6 4 129.7413549389 -6.15812781285 123.583227126 129.7413549389 13.54859596271 10 6.158127812845 189 BIEN24 4.6 137.3283701525 -3.44796852244 133.88040163 137.3283701525 14.34089078451 11 3.44796852244 504 BIEN23 5.6 150.0593166002 -0.61806035843 149.4412562417 150.0593166002 15.67035469927 12 0.618060358434 630 BIEN22 6.6 162.8825523615 0.424627988072 163.3071803496 163.3071803496 17.05379911754 13 0 630 BIEN21 7.6 175.7831717131 0.520057764789 176.3032294779 176.3032294779 18.41094710504 14 0 630 BIEN20 8.6 188.7489003966 0.315774563683 189.0646749603 189.0646749603 19.74359596494 15 0 630 BIEN19 9.6 201.769967161 0.12045798195 201.890425143 201.890425143 21.08296001911 16 0 630 BIEN18 10.6 214.8390296353 0.014126975074 214.8531566104 214.8531566104 22.43662871871 17 0 630 BIEN17 11.6 227.9508446114 -0.02068969585 227.9301549155 227.9508446114 23.80439062358 18 0.020689695851 630 BIEN16 12.6 241.1009270303 -0.02022290877 241.0807041215 241.1009270303 25.17762395888 18 0.020222908771 630 BIEN15 13.6 254.2821065107 -0.01002426027 254.2720822504 254.2821065107 26.55410468992 19 0.010024260275 630 BIEN14 14.6 267.4784629682 -0.00223761088 267.4762253573 267.4784629682 27.93217031832 20 0.002237610884 630 BIEN13 15.6 280.6590805309 -0.00149281834 280.6575877126 280.6590805309 29.30859236956 21 0.00149281834 630 BIEN12 16.6 293.7809637831 -0.00996238832 293.7710013948 293.7809637831 30.67888092973 22 0.009962388316 630 BIEN11 17.6 306.8206394907 -0.02763767249 306.7930018182 306.8206394907 32.04058474214 23 0.027637672492 630 BIEN10 18.6 319.8596163644 -0.0462257157 319.8133906487 319.8596163644 33.4022155769 24 0.046225715699 630 BIEN

9 19.6 333.2286599772 -0.03740504962 333.1912549276 333.2286599772 34.79831453396 25 0.037405049615 630 BIEN8 20.6 347.6333814137 0.057173965796 347.6905553795 347.6905553795 36.30853752918 26 0 630 BIEN7 21.6 364.0064489268 0.312532953871 364.3189818807 364.3189818807 38.04500646206 28 0 630 BIEN6 22.6 382.6686263571 0.743201777017 383.4118281341 383.4118281341 40.03882917023 29 0 630 BIEN5 23.6 401.772810926 1.117433318012 402.890244244 402.890244244 42.07291606558 31 0 630 BIEN4 24.6 412.3319252264 0.674609493549 413.00653472 413.00653472 43.12933737677 31 0 630 BIEN3 25.6 396.3055878804 -2.05323992411 394.2523479563 396.3055878804 41.38529530915 30 2.053239924113 630 BIEN2 26.6 332.4635230553 -8.74620429298 323.7173187623 332.4635230553 34.71841301747 25 8.746204292985 630 BIEN1 27.6 222.1255779275 -19.1289515843 202.9966263432 222.1255779275 23.19607121214 17 19.12895158426 504 BIEN

0.4 28.2 161.8258882249 -24.6915030182 137.1343852067 161.8258882249 16.89911113459 13 24.69150301815 315 BIEN528

Page 24: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño de cables24

Diseño por axial de cables postensados y revisión a compresión de la sección de concreto en depósitos cilíndricosACI 350.3 - 06

fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Pérdidas estimadas = 28 %Esfuerzo de tensión en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresión del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depósito, tw = 40 cm

Ti = 15 °CTo = -23 °C

N (+) TensiónN (-) Compresión

altura profundidad N parcial N temp. N total N tensión diseño As horiz. Diseño N compresión dis N permisible a co Revision a comp.y(m) m tf tf tf tf cm2 # cables tf tf

24.6 4 129.7413549389 -10.1743082687 119.5670466702 129.7413549389 13.54859596271 10 10.17430826869 189 BIEN24 4.6 137.3283701525 -5.69665460725 131.6317155452 137.3283701525 14.34089078451 11 5.69665460725 504 BIEN23 5.6 150.0593166002 -1.0211450905 149.0381715097 150.0593166002 15.67035469927 12 1.021145090502 630 BIEN22 6.6 162.8825523615 0.70159384983 163.5841462113 163.5841462113 17.08272203543 13 0 630 BIEN21 7.6 175.7831717131 0.859338277807 176.6425099909 176.6425099909 18.44637740089 14 0 630 BIEN20 8.6 188.7489003966 0.521930254632 189.2708306512 189.2708306512 19.76512433701 15 0 630 BIEN19 9.6 201.769967161 0.199262211834 201.9692293729 201.9692293729 21.09118936642 16 0 630 BIEN18 10.6 214.8390296353 0.023292860814 214.8623224961 214.8623224961 22.43758589141 17 0 630 BIEN17 11.6 227.9508446114 -0.0352276883 227.9156169231 227.9508446114 23.80439062358 18 0.035227688299 630 BIEN16 12.6 241.1009270303 -0.03642477719 241.0645022531 241.1009270303 25.17762395888 18 0.036424777186 630 BIEN15 13.6 254.2821065107 -0.02191030811 254.2601962026 254.2821065107 26.55410468992 19 0.02191030811 630 BIEN14 14.6 267.4784629682 -0.00892868941 267.4695342788 267.4784629682 27.93217031832 20 0.00892868941 630 BIEN13 15.6 280.6590805309 0.001250735562 280.6603312665 280.6603312665 29.30872298104 21 0 630 BIEN12 16.6 293.7809637831 0.014129829466 293.7950936126 293.7950936126 30.68035647584 22 0 630 BIEN11 17.6 306.8206394907 0.033985203131 306.8546246938 306.8546246938 32.04413373996 23 0 630 BIEN10 18.6 319.8596163644 0.054073018973 319.9136893834 319.9136893834 33.40786229985 24 0 630 BIEN

9 19.6 333.2286599772 0.043127735707 333.2717877129 333.2717877129 34.80281826576 25 0 630 BIEN8 20.6 347.6333814137 -0.06536532931 347.5680160844 347.6333814137 36.30256698138 26 0.065365329306 630 BIEN7 21.6 364.0064489268 -0.35730317189 363.649145755 364.0064489268 38.01236935326 28 0.357303171888 630 BIEN6 22.6 382.6686263571 -0.8494687347 381.8191576224 382.6686263571 39.96121829126 29 0.849468734699 630 BIEN5 23.6 401.772810926 -1.27711231522 400.4956986107 401.772810926 41.95622503404 30 1.277112315222 630 BIEN4 24.6 412.3319252264 -0.77099424951 411.5609309769 412.3319252264 43.05888943467 31 0.770994249512 630 BIEN3 25.6 396.3055878804 2.34656239851 398.6521502789 398.6521502789 41.63034150782 30 0 630 BIEN2 26.6 332.4635230553 9.995667363581 342.4591904188 342.4591904188 35.76223793012 26 0 630 BIEN1 27.6 222.1255779275 21.86166268472 243.9872406122 243.9872406122 25.47903515165 19 0 504 BIEN

0.4 28.2 161.8258882249 28.21886300971 190.0447512346 190.0447512346 19.84594311138 15 0 315 BIEN532

Page 25: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño de cables25

Diseño por axial de cables postensados y revisión a compresión de la sección de concreto en depósitos cilíndricosACI 350.3 - 06

fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Pérdidas estimadas = 28 %Esfuerzo de tensión en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresión del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depósito, tw = 40 cm

Ti = 15 °CTo = -27 °C

N (+) TensiónN (-) Compresión

altura profundidad N parcial N temp. N total N tensión diseño As horiz. Diseño N compresión dis N permisible a co Revision a comp.y(m) m tf tf tf tf cm2 # cables tf tf

24.6 4 129.7413549389 -11.2452897236 118.4960652153 129.7413549389 13.54859596271 10 11.24528972358 189 BIEN24 4.6 137.3283701525 -6.29630422987 131.0320659226 137.3283701525 14.34089078451 11 6.296304229865 504 BIEN23 5.6 150.0593166002 -1.12863435239 148.9306822478 150.0593166002 15.67035469927 12 1.128634352387 630 BIEN22 6.6 162.8825523615 0.775451412966 163.6580037744 163.6580037744 17.09043481354 13 0 630 BIEN21 7.6 175.7831717131 0.949813081279 176.7329847944 176.7329847944 18.45582547978 14 0 630 BIEN20 8.6 188.7489003966 0.576905105552 189.3258055021 189.3258055021 19.77086523623 15 0 630 BIEN19 9.6 201.769967161 0.220276673136 201.9902438342 201.9902438342 21.09338385904 16 0 630 BIEN18 10.6 214.8390296353 0.025737097011 214.8647667323 214.8647667323 22.43784113746 17 0 630 BIEN17 11.6 227.9508446114 -0.03910448629 227.9117401251 227.9508446114 23.80439062358 18 0.039104486286 630 BIEN16 12.6 241.1009270303 -0.04074527543 241.0601817548 241.1009270303 25.17762395888 18 0.04074527543 630 BIEN15 13.6 254.2821065107 -0.02507992087 254.2570265898 254.2821065107 26.55410468992 19 0.025079920866 630 BIEN14 14.6 267.4784629682 -0.01071297702 267.4677499912 267.4784629682 27.93217031832 20 0.010712977017 630 BIEN13 15.6 280.6590805309 0.001982349936 280.6610628808 280.6610628808 29.30879938188 21 0 630 BIEN12 16.6 293.7809637831 0.020554420874 293.801518204 293.801518204 30.68102738137 22 0 630 BIEN11 17.6 306.8206394907 0.050417969964 306.8710574607 306.8710574607 32.0458497766 23 0 630 BIEN10 18.6 319.8596163644 0.080819348218 319.9404357126 319.9404357126 33.41065535846 24 0 630 BIEN

9 19.6 333.2286599772 0.064603145127 333.2932631223 333.2932631223 34.80506089414 25 0 630 BIEN8 20.6 347.6333814137 -0.09804247467 347.535338939 347.6333814137 36.30256698138 26 0.098042474666 630 BIEN7 21.6 364.0064489268 -0.53592613876 363.4705227881 364.0064489268 38.01236935326 28 0.535926138757 630 BIEN6 22.6 382.6686263571 -1.27418087116 381.3944454859 382.6686263571 39.96121829126 29 1.274180871156 630 BIEN5 23.6 401.772810926 -1.91565781742 399.8571531085 401.772810926 41.95622503404 30 1.915657817418 630 BIEN4 24.6 412.3319252264 -1.15648858099 411.1754366454 412.3319252264 43.05888943467 31 1.156488580994 630 BIEN3 25.6 396.3055878804 3.519843017876 399.8254308983 399.8254308983 41.75286454661 30 0 630 BIEN2 26.6 332.4635230553 14.99349980533 347.4570228606 347.4570228606 36.28415025695 26 0 630 BIEN1 27.6 222.1255779275 32.79249315645 254.9180710839 254.9180710839 26.62051703048 20 0 504 BIEN

0.4 28.2 161.8258882249 42.32829395047 204.1541821753 204.1541821753 21.31935904087 16 0 315 BIEN534

Page 26: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño por flexión26

Envolvente de diseño por flexión en las paredes de depósitos cilíndricosACI 350.3 - 06

4,200

350

40 cm

altura profundidad

y(m) m tf m tf m tf m tf m tf m tf m tf m tf m

24.600 4.000 6.00 6.00 6.00 6.00 6.00 6.00 10.33 6.00 17.32 6.00 19.22 6.00 19.22 6.0024.000 4.600 6.00 6.00 6.00 6.00 6.00 6.00 10.50 6.00 17.61 6.00 19.54 6.00 19.54 6.0023.000 5.600 6.00 6.00 6.00 6.00 6.00 6.00 10.43 6.00 17.49 6.00 19.40 6.00 19.40 6.0022.000 6.600 6.00 6.00 6.00 6.00 6.00 6.00 10.25 6.00 17.18 6.00 19.06 6.00 19.06 6.0021.000 7.600 6.00 6.00 6.00 6.00 6.00 6.00 10.12 6.00 16.96 6.00 18.82 6.00 18.82 6.0020.000 8.600 6.00 6.00 6.00 6.00 6.00 6.00 10.06 6.00 16.86 6.00 18.70 6.00 18.70 6.0019.000 9.600 6.00 6.00 6.00 6.00 6.00 6.00 10.05 6.00 16.83 6.00 18.68 6.00 18.68 6.0018.000 10.600 6.00 6.00 6.00 6.00 6.00 6.00 10.05 6.00 16.84 6.00 18.69 6.00 18.69 6.0017.000 11.600 6.00 6.00 6.00 6.00 6.00 6.00 10.06 6.00 16.86 6.00 18.70 6.00 18.70 6.0016.000 12.600 6.00 6.00 6.00 6.00 6.00 6.00 10.06 6.00 16.86 6.00 18.71 6.00 18.71 6.0015.000 13.600 6.00 6.00 6.00 6.00 6.00 6.00 10.06 6.00 16.87 6.00 18.71 6.00 18.71 6.0014.000 14.600 6.00 6.00 6.00 6.00 6.00 6.00 10.06 6.00 16.86 6.00 18.71 6.00 18.71 6.0013.000 15.600 6.00 6.00 6.00 6.00 6.00 6.00 10.06 6.00 16.85 6.00 18.70 6.00 18.70 6.0012.000 16.600 6.00 6.00 6.00 6.00 6.00 6.00 10.05 6.00 16.85 6.00 18.69 6.00 18.69 6.0011.000 17.600 6.00 6.00 6.00 6.00 6.00 6.00 10.06 6.00 16.86 6.00 18.71 6.00 18.71 6.0010.000 18.600 6.00 6.00 6.00 6.00 6.00 6.00 10.10 6.00 16.92 6.00 18.77 6.00 18.77 6.009.000 19.600 6.00 6.00 6.00 6.00 6.00 6.00 10.20 6.00 17.04 6.00 18.90 6.00 18.90 6.008.000 20.600 6.00 6.00 6.00 6.00 6.00 6.00 10.34 6.00 17.22 6.00 19.09 6.00 19.09 6.007.000 21.600 6.00 6.00 6.00 6.00 6.00 6.00 10.39 6.00 17.29 6.00 19.16 6.00 19.16 6.006.000 22.600 6.00 6.00 6.00 6.00 6.00 6.00 10.08 6.00 16.87 6.00 18.72 6.00 18.72 6.005.000 23.600 6.00 6.00 6.00 6.00 6.00 6.00 8.89 6.00 15.33 6.00 17.08 6.00 17.08 6.004.000 24.600 6.00 6.00 6.00 6.00 6.00 6.00 6.47 6.00 12.19 6.00 13.74 6.00 13.74 6.003.000 25.600 6.00 7.36 6.00 7.36 6.00 7.36 6.00 7.36 8.28 7.36 9.60 7.36 9.60 7.362.000 26.600 6.00 7.87 6.00 7.87 6.00 7.87 6.00 7.87 7.74 7.87 9.04 7.87 9.04 7.871.000 27.600 6.00 6.00 6.00 6.00 7.73 6.00 12.82 6.00 20.68 6.00 22.82 6.00 22.82 6.000.400 28.200 21.12 12.45 21.12 12.45 21.12 12.45 29.52 12.45 42.87 12.45 46.57 12.45 46.57 12.45

fy = kgf / cm2

f'c = kgf / cm2

tw =

M (+) Tensión en la cara exterior

M (-) Tensión en la cara interior

As1 vert. (+) As1 vert. (-) As2 vert.

(+) As2 vert. (-) As3 vert. (+) As3 vert. (-) As4 vert.

(+) As4 vert. (-) As5 vert. (+) As5 vert. (-) As6 vert.

(+) As6 vert. (-) As vert. (+) As vert. (-)

cm2 / m cm2 / m cm2 / m cm2 / m cm2 / m cm2 / m

Page 27: Analisis Sismico de Un Deposito CIRCULAR

04/09/2023 Depósitos Circulares Diseño de cables27

Envolvente diseño por axial de cables postensados en depósitos cilíndricosACI 350.3 - 06

19,000

1.400

Pérdidas estimadas = 28 %

13,300

Resistencia a compresión del concreto, f'c = 350

Esfuerzo permisible de compresión en la fibra extrema, 0.45 f'c = 158

40 cm

altura profundidad Diseño Diseño Diseño Diseño Diseño Diseño Diseñoy(m) m tf tf # cables tf tf # cables tf tf # cables tf tf # cables tf tf # cables tf tf # cables tf tf # cables

24.600 4.000 130.812 13.660 10 129.741 13.549 10 129.741 13.549 10 129.741 13.549 10 129.741 13.549 10 129.741 13.549 10 130.812 13.660 1024.000 4.600 137.928 14.404 11 137.328 14.341 11 137.328 14.341 11 137.328 14.341 11 137.328 14.341 11 137.328 14.341 11 137.928 14.404 1123.000 5.600 150.167 15.682 12 150.059 15.670 12 150.059 15.670 12 150.059 15.670 12 150.059 15.670 12 150.059 15.670 12 150.167 15.682 1222.000 6.600 162.883 17.009 13 162.883 17.009 13 163.123 17.035 13 163.307 17.054 13 163.584 17.083 13 163.658 17.090 13 163.658 17.090 1321.000 7.600 175.783 18.357 14 175.783 18.357 14 176.077 18.387 14 176.303 18.411 14 176.643 18.446 14 176.733 18.456 14 176.733 18.456 1420.000 8.600 188.749 19.711 15 188.749 19.711 15 188.927 19.729 15 189.065 19.744 15 189.271 19.765 15 189.326 19.771 15 189.326 19.771 1519.000 9.600 201.770 21.070 16 201.770 21.070 16 201.838 21.077 16 201.890 21.083 16 201.969 21.091 16 201.990 21.093 16 201.990 21.093 1618.000 10.600 214.839 22.435 17 214.839 22.435 17 214.847 22.436 17 214.853 22.437 17 214.862 22.438 17 214.865 22.438 17 214.865 22.438 1717.000 11.600 227.956 23.805 18 227.952 23.805 18 227.951 23.804 18 227.951 23.804 18 227.951 23.804 18 227.951 23.804 18 227.956 23.805 1816.000 12.600 241.110 25.179 18 241.106 25.178 18 241.101 25.178 18 241.101 25.178 18 241.101 25.178 18 241.101 25.178 18 241.110 25.179 1815.000 13.600 254.293 26.555 19 254.290 26.555 19 254.282 26.554 19 254.282 26.554 19 254.282 26.554 19 254.282 26.554 19 254.293 26.555 1914.000 14.600 267.488 27.933 20 267.486 27.933 20 267.481 27.932 20 267.478 27.932 20 267.478 27.932 20 267.478 27.932 20 267.488 27.933 2013.000 15.600 280.659 29.309 21 280.659 29.309 21 280.659 29.309 21 280.659 29.309 21 280.660 29.309 21 280.661 29.309 21 280.661 29.309 2112.000 16.600 293.781 30.679 22 293.781 30.679 22 293.781 30.679 22 293.781 30.679 22 293.795 30.680 22 293.802 30.681 22 293.802 30.681 2211.000 17.600 306.821 32.041 23 306.821 32.041 23 306.821 32.041 23 306.821 32.041 23 306.855 32.044 23 306.871 32.046 23 306.871 32.046 2310.000 18.600 319.860 33.402 24 319.860 33.402 24 319.860 33.402 24 319.860 33.402 24 319.914 33.408 24 319.940 33.411 24 319.940 33.411 24

9.000 19.600 333.229 34.798 25 333.229 34.798 25 333.229 34.798 25 333.229 34.798 25 333.272 34.803 25 333.293 34.805 25 333.293 34.805 258.000 20.600 347.911 36.332 26 347.878 36.328 26 347.772 36.317 26 347.691 36.309 26 347.633 36.303 26 347.633 36.303 26 347.911 36.332 267.000 21.600 365.525 38.171 28 365.346 38.152 28 364.766 38.092 28 364.319 38.045 28 364.006 38.012 28 364.006 38.012 28 365.525 38.171 286.000 22.600 386.279 40.338 29 385.854 40.294 29 384.474 40.150 29 383.412 40.039 29 382.669 39.961 29 382.669 39.961 29 386.279 40.338 295.000 23.600 407.200 42.523 31 406.562 42.456 31 404.487 42.240 31 402.890 42.073 31 401.773 41.956 30 401.773 41.956 30 407.200 42.523 314.000 24.600 415.609 43.401 32 415.223 43.361 31 413.970 43.230 31 413.007 43.129 31 412.332 43.059 31 412.332 43.059 31 415.609 43.401 323.000 25.600 396.306 41.385 30 396.306 41.385 30 396.306 41.385 30 396.306 41.385 30 398.652 41.630 30 399.825 41.753 30 399.825 41.753 302.000 26.600 332.464 34.718 25 332.464 34.718 25 332.464 34.718 25 332.464 34.718 25 342.459 35.762 26 347.457 36.284 26 347.457 36.284 261.000 27.600 222.126 23.196 17 222.126 23.196 17 222.126 23.196 17 222.126 23.196 17 243.987 25.479 19 254.918 26.621 20 254.918 26.621 200.400 28.200 161.826 16.899 13 161.826 16.899 13 161.826 16.899 13 161.826 16.899 13 190.045 19.846 15 204.154 21.319 16 204.154 21.319 16

529 528 528 528 532 534 536

fpu cables = kgf / cm2

cable f 3/5", As = cm2

Esfuerzo de tensión en los cables, 0.70 fpu = kgf / cm2

kgf / cm2

kgf / cm2

Espesor de la pared del depósito, tw =

N (+) Tensión

N (-) Compresión

N1 (+) As1 horiz.

(+) N2 (+) As2 horiz.

(+) N3 (+) As3 horiz.

(+) N4 (+) As4 horiz.

(+) N5 (+) As5 horiz.

(+) N6 (+) As6 horiz.

(+) N (+) As horiz.

(+)