Analisis Sismico de Un Deposito CIRCULAR

Hoja1 Anlisis ssmico de un depsito cilndricoAnlisis ssmico de depsitos cilndricos1ACI 350.3 - 062Referencia alresult. de3ConceptoReglamentosmbolounidadesla frmula4Datos de los materiales:5Peso volumtrico del lquidogLtf / m31.1206Peso volumtrico del concretogctf / m32.4007Resistencia del concretofckgf / cm3508Resistencia del acerofykgf / cm4,2009Mdulo de elasticidad del concretoEckgf / cm187,000

10Geometra del depsito11Dimetro interiorDm20.00012Altura de la paredHwm24.60013Altura del lquidoHLm28.60014Espesor uniforme de la pared twm0.40015Peso de la cubiertaWrtf238.94216Altura al c.g. de la cubiertahrm26.79817Espesor supuesto de la losa de fondohfm0.400

18Datos ssmicos del sitio y de la estructuraMxima aceleracin para periodo 0.2 s0.768Mxima aceleracin para periodo 1 s0.516Coeficiente Fa1.093Coeficiente Fv1.30019Aceleracin de diseo para periodo cortoSDSs/unidades0.56020Aceleracin de diseo para periodo 1 sSD1s/unidades0.44721Factor de importancia de la estructuraTabla 4.1.1(a)Is/unidades1.2522Factor de modificacin de la respuestaTabla 4.1.1(b)Ris/unidades2.5023Factor de modificacin de la respuestaTabla 4.1.1(b)Rcs/unidades1

2425Clculo de las componentes del pesoPeso total del lquido almacenadoWLtf10,063.15026Peso de las paredes del depsitoWwtf1,513.51427Peso impulsivo del lquido almacenadoEc. (9-15)Witf8,990.092Peso convectivo del lquido almacenadoEc. (9-16)Wctf1,618.46228Peso de la cubierta del depsitoWrtf238.94229Coeficiente de la masa efectivaEc. (9-45)es/unidades0.895Peso dinmico efectivo de la pared del dep.Wetf1,354.531Suma de Ww + Wr + WiSWttf10,583.5653132Altura sobre la base de la pared de su centro de gravedadSecc. R9.2.4hwm12.30033Centroide de las masas de la pared y la impulsivaSecc. R9.2.4hm12.407Rigidez a flex. de un ancho unit. de la paredSecc. R9.2.4kkgf / cm1.567

34353637aceleracin de la gravedadgm/seg9.80038Coeficiente de frecuencia, Fig. 9.3.4(a)Cws/unidades0.14739Coeficiente de frecuencia para tanques tipo 2.1 y 2.2 Ec. (9-24)CIs/unidades0.29440Frecuencia natural circular de la masa impulsivaEc. (9-23)wirad/seg28.36341Periodo natural de oscilacin del dep.+ la comp. ImpulsivaEc. (9-25)Tiseg0.22242Coeficiente lEc. ( 9-29)ls/unidades6.00843Frec. natural de la componente convectivaEc. (9-28)wcrad/seg1.34344Periodo natural de oscilacin del dep.+ la comp. convectivaEc. (9-30)Tcseg4.677CoeficienteEc. (9-34)TSs/unidades0.79945Amplificacin espectralEcs. (9-32), (9-33)Cis/unidades0.56046Amplificacin espectral Ecs. (9-37), (9-38)Ccs/unidades0.061

4748Clculo de las fuerzas laterales ssmicas 49Fuerza de inercia de la masa de la paredEc. (4-1) Pwtf379.00950Fuerza de inercia de la masa de la cubiertaEc. (4-2)Prtf66.85851Suma de las fuerzas de inerciaPmtf445.86652Fuerza lateral impulsiva del lquidoEc. (4-3)Pitf2,515.50053Fuerza lateral convectiva del lquidoEc. (4-4)Pctf124.22754Cortante en la base, para el clculo del cortante tangencial Ec. (4-5)Vtf2,963.9715556Puntos de aplicacin de Pw, Pi y PcAltura sobre la base de la pared, al c.g. de la fza impulsivaEc. (9-17), (9-18)him12.425Altura sobre la base de la pared, al c.g. de la fza convectivaEc. (9-19)hcm23.221Altura sobre la base, incluyendo la presin en la base Ec. (9-20), (9-21)him12.870Altura sobre la base, incluyendo la presin en la baseEc. (9-22)hcm23.278

Aceleracin verticalRelacin de las aceleraciones vert/horizSeccin 4.1.4.1bs/unidades0.667Periodo natural de vibracinn del movimiento vertical del lquidoEc (9-31)Tvseg0.07057Amplificacin espectral del movimiento verticalSecc. 4.1.4.2, Ec.(4-16)Cts/unidades0.560Factor de amplificacin espectral para el movimiento vertical Ec. (4-15)vs/unidades0.187

Presiones debida a la aceleracin verticalDistribucin de las presionesVer Hoja 3Presin hidrosttica (superficie) qhy = g(HL - y); y = HLqhytf / m0.000Presin hidrosttica (fondo)qhy = g(HL - y); y = 0qhytf / m32.032Presin hidrodinmica phy debida a la acel. vertical Ec.(4-14); HL =0phytf / m0.000Presin hidrodinmica phy debida a la acel. vertical Ec.(4-14); HL =HLphytf / m5.975

Presin de la pared por unidad de altura R5.3.3Pmytf / m9.062Presin hidrodinmica Piy, en la superficie R5.3.3Pi y=HL tf / m26.679Presin hidrodinmica Piy, en el fondo R5.3.3Pi y=0tf / m61.276Presin hidrodinmica Pcy, en la superficie R5.3.3Pc y=HLtf / m6.237Presin hidrodinmica Pcy, en el fondo R5.3.3Pc y=0tf / m-1.893

Presin en la pared por unidad de altura y de ancho R5.3.3pmytf / m0.288Presin hidrodinmica piy, en la superficie R5.3.3piy tf / m1.698Presin hidrodinmica piy, en el fondo R5.3.3piy tf / m3.901Presin hidrodinmica pcy, en la superficie R5.3.3pcytf / m0.353Presin hidrodinmica pcy, en el fondo R5.3.3pcytf / m-0.107

Cortante tangencial*qmx= (0.8V/pR)sen f, mximo para f = 90 gradosR5.2.2qmxtf / m75.477

Momentos flexionantes en las paredes del depsitoMomento de la paredEc. (4-6)Mwtf m4,661.805Momento de la cubiertaEc. (4-7)Mrtf m1,791.658Momento total de las masasMmtf m6,453.463Momento de la fuerza impulsivaEc. (4-8)Mitf m31,255.085Momento de la fuerza convectivaEc. (4-9)Mctf m2,884.718Momento flexionante totalEc. (4-10)Mbtf m37,818.727

Momento de volteoMomento de volteo de la paredEc. (4-6)Mowtf m4,661.805Momento de volteo de la cubiertaEc. (4-7)Mortf m1,791.658Momento de volteo de las masasMomtf m6,453.463Momento de la fuerza impulsivaEc. (4-11)Moitf m32,374.482Momento de la fuerza convectivaEc. (4-12)Moctf m2,891.787Momento de volteo totalEc. (4-13)Mo IBPtf m38,935.481

Desplazamiento de la superficie del aguadmx=(D/2)* Cc * ISecc. 7.1dmxm0.768

Revisin de la estabilidad: Deslizamiento Dimensin del alero de la zapatam1.500Dimetro total: D + 2tw + 2 alerosm23.800Peso de las paredes del depsitocopiado de rengln F42tf1,513.514Peso de la cubierta copiado de rengln F17tf238.942Peso de la losa de basetf427.086peso del lquidocopiado del rengln F41tf10,063.150Peso total tf12,242.691Coeficiente de friccin entre el concreto y el suelos/unidades0.580Cortante en la base copiado del rengln F82tf2,963.971Factor de seguridad al deslizamientos/unidades2.396Revisin de la estabilidad: VolteoMomento resistentetf m145,688.024Factor de seguridad al volteo: Mom. resistente/Mom. volteos/unidades3.742Presin en el terrenoBrazo de palanca [(Mom. Resistent - Mom Volteo)/peso total)]m8.720Excentricidad (D'/2- brazo de palanca)em3.180rea de la basem2444.881Esfuerzo mximo (frmula de la escuadra )smxtf / m249.583Esfuerzo mnimo (frmula de la escuadra )smntf / m25.455

&DDepsitos CircularesLm 1&P

Hoja2Anlisis ssmico de depsitos cilndricosACI 350.3 - 06

tw0.400mD20.000mHw24.600mHL28.600mFrmulas phidrostticagL*(HL-y)Pm445.866tfpvertical*gL*(HL-y)Pi2,515.500tfPmyPm/(2*Hw)pmy2*Pwy/(p*D)Pc124.227tfPiyPi*(4HL -6hi-(6HL-12hi).y/HL)/2HL^2piy4*Piy*cosq/(p*D)hi12.425mPcyPc*(4HL -6hc-(6HL-12hc).y/HL)/2HL^2pcy32*Pcy*cosq/(9*p*D)hc23.221mpy[(pwy+piy)2+pcy2+pvert2]1/20.187q0gL1.120tf / m3a = 901.5708Ec187,000kgf / cm2b = 00.0000pgas410kgf / m2d = 00.0000m0.000011/Cj = 320.5585n0.20q (+) = 11.02840.1925Ti38CLquidoGasq (-) = 14.75240.2575To15Cb = 0.6514M0 = -35.724 tf mM0 = -0.483 tf mgsuelo = 1,700 kgf / m3r10.000mb3 = 0.2763Q0 = 47.858 tfQ0 = 0.629 tfKa = 0.307kh = 0.224H28.600mp / b = 4.823Kae (+) = 0.437kv = 0.15Df6.200mq = 0 gradosH2 / r tw = 204.490Kae (-) = 2.737dinmicafyzqTemperaturaLquidoGasalturaprofundidadphidrostaticaPverticalPmyPiyPcypsuelo + sismopmypiypcypyNhidrostticaNhidrodinmicaNresidualNgasNparcialNtemp.NtotalMhidrostticoMgasMtemp.MtotalxxTZ1Z3ZT1ZT3Z2Z4NfMfMNhidrostticaDQMNgasDQMpsuelo estpsuelo sismo (+)psuelo total (+)psuelo estpsuelo sismo (-)psuelo total (-)y(m)mtf / m2tf / m2tf / m2tf / m2tf / m2tf / m2tf / m2tf / m2tf / m2tf / m2tftftftftftftftf mtf mtf mtf mmmtftf mtf mtftftf mtftftf mtf / m2tf / m2tf / m2tf / m2tf / m2tf / m2

28.6000.0000.0000.0009.06226.6796.2370.2881.6980.3532.018-0.00020.18056.2484.10080.52860.825141.353-0.000-0.000-0.000-0.00028.6000.0000.0000000.0000001.0000001.000000-0.0000000.00000060.8255.735-0.0000.0000.000-0.0004.1000.000-0.00028.0000.6000.6720.1259.06227.4046.0660.2881.7450.3432.0666.72020.65756.2484.10087.72522.371110.095-0.000-0.0000.8370.83728.0000.6000.0000000.0000000.8832060.367789-0.0000000.00000022.3715.9020.8376.7200.000-0.0004.1000.000-0.00027.0001.6001.7920.3349.06228.6145.7820.2881.8220.3272.16117.92021.61356.2484.10099.881-7.70592.176-0.000-0.0003.7103.71027.0001.600-0.0000000.0000000.482425-0.126669-0.0000000.000000-7.7056.4773.71017.920-0.000-0.0004.100-0.000-0.00026.0002.6002.9120.5439.06229.8245.4980.2881.8990.3112.27529.12022.74956.2484.100112.217-12.46999.748-0.000-0.0006.0226.02226.0002.600-0.0000000.0000000.159978-0.204997-0.000000-0.000000-12.4696.9396.02229.120-0.000-0.0004.100-0.000-0.00025.0003.6004.0320.7529.06231.0335.2130.2881.9760.2952.40440.32024.03956.2484.100124.707-8.245116.4620.0000.0007.1577.15725.0003.600-0.000000-0.0000000.001534-0.135556-0.000000-0.000000-8.2457.1667.15740.320-0.0000.0004.100-0.0000.00024.6004.0004.4800.8369.06231.5175.1000.2882.0060.2892.45944.80024.59356.2484.100129.741-6.158123.5830.0000.0007.3537.35324.6004.000-0.000000-0.000000-0.025768-0.101243-0.000000-0.000000-6.1587.2057.35344.800-0.0000.0004.100-0.0000.00024.0004.6005.1520.9619.06232.2434.9290.2882.0530.2792.54651.52025.46056.2484.100137.328-3.448133.8800.0000.0007.4717.47124.0004.600-0.000000-0.000000-0.042209-0.0566860.000000-0.000000-3.4487.2297.47151.520-0.0000.0004.100-0.0000.00023.0005.6006.2721.1709.06233.4534.6450.2882.1300.2632.69962.72026.99156.2484.100150.059-0.618149.4410.0000.0007.4227.42223.0005.600-0.000000-0.000000-0.035417-0.0101610.000000-0.000000-0.6187.2197.42262.720-0.0000.0004.100-0.0000.00022.0006.6007.3921.3799.06234.6634.3610.2882.2070.2472.86173.92028.61556.2484.100162.8830.425163.3070.0000.0007.2977.29722.0006.6000.000000-0.000001-0.0178960.0069810.000001-0.0000000.4257.1947.29773.9200.0000.0004.1000.0000.00021.0007.6008.5121.5889.06235.8724.0760.2882.2840.2313.03285.12030.31656.2484.100175.7830.520176.3030.0000.0007.2067.20621.0007.6000.000002-0.000001-0.0052130.0085510.0000010.0000010.5207.1767.20685.1200.0000.0004.1000.0000.00020.0008.6009.6321.7979.06237.0823.7920.2882.3610.2153.20896.31932.08256.2484.100188.7490.315189.064-0.000-0.0007.1647.16420.0008.6000.0000030.0000010.0005410.0051930.0000010.0000020.3157.1687.16496.3200.001-0.0004.1000.000-0.00019.0009.60010.7522.0069.06238.2923.5080.2882.4380.1983.390107.51933.90356.2484.100201.7700.120201.890-0.000-0.0007.1557.15519.0009.6000.0000030.0000050.0018660.001982-0.0000010.0000040.1207.1667.155107.5200.001-0.0004.1000.000-0.00018.00010.60011.8722.2159.06239.5013.2240.2882.5150.1823.577118.72035.77156.2484.100214.8390.014214.853-0.000-0.0007.1587.15818.00010.600-0.0000010.0000110.0014000.000232-0.0000060.0000050.0147.1667.158118.720-0.000-0.0004.100-0.000-0.00017.00011.60012.9922.4249.06240.7112.9390.2882.5920.1663.768129.92437.67856.2484.100227.951-0.018227.933-0.001-0.0007.1637.16317.00011.600-0.0000140.0000170.000654-0.000346-0.0000150.000001-0.0187.1677.163129.920-0.004-0.0014.100-0.000-0.00016.00012.60014.1122.6329.06241.9212.6550.2882.6690.1503.962141.13339.62056.2484.100241.101-0.013241.088-0.000-0.0007.1677.16716.00012.600-0.0000410.0000090.000162-0.000350-0.000025-0.000016-0.0137.1687.167141.120-0.013-0.0004.100-0.000-0.00015.00013.60015.2322.8419.06243.1302.3710.2882.7460.1344.159152.34341.59156.2484.100254.2820.003254.2850.0010.0007.1697.17115.00013.600-0.000073-0.000034-0.000044-0.000196-0.000019-0.0000540.0037.1697.169152.320-0.0230.0014.100-0.0000.00014.00014.60016.3523.0509.06244.3402.0870.2882.8230.1184.359163.54343.58756.2484.100267.4780.010267.4890.0050.0007.1727.17714.00014.600-0.000071-0.000137-0.000080-0.0000680.000033-0.0001040.0107.1697.172163.520-0.0230.0054.100-0.0000.00013.00015.60017.4723.2599.06245.5501.8020.2882.9000.1024.560174.70745.60556.2484.100280.659-0.010280.6490.0110.0007.1767.18713.00015.6000.000051-0.000293-0.000055-0.0000030.000172-0.000121-0.0107.1707.176174.7200.0130.0114.1000.0000.00012.00016.60018.5923.4689.06246.7601.5180.2882.9770.0864.764185.79347.64256.2484.098293.781-0.082293.6990.0150.0007.1787.19212.00016.6000.000418-0.000388-0.0000230.0000160.0004030.000015-0.0827.1707.178185.9200.1270.0154.1000.0020.00011.00017.60019.7123.6779.06247.9691.2340.2883.0540.0704.970196.78249.69556.2484.096306.821-0.215306.6060.0050.0007.1717.17611.00017.6000.001088-0.000105-0.0000050.0000140.0005970.000492-0.2157.1697.171197.1200.3380.0054.1000.0040.00010.00018.60020.8323.8869.06249.1790.9500.2883.1310.0545.176207.75551.76456.2484.093319.860-0.353319.507-0.039-0.0017.1427.10310.00018.6000.0017830.0011050.0000030.0000070.0003390.001444-0.3537.1637.142208.3200.565-0.0394.1000.007-0.0019.00019.60021.9524.0959.06250.3890.6650.2883.2080.0385.385219.04153.84656.2484.094333.229-0.284332.945-0.137-0.0027.0806.9429.00019.6000.0014340.0037590.0000030.000002-0.0011630.002597-0.2847.1517.080219.5200.479-0.1374.1000.006-0.0028.00020.60023.0724.3049.06251.5980.3810.2883.2850.0225.594231.33755.93956.2484.109347.6330.433348.066-0.274-0.0046.9956.7188.00020.600-0.0021840.0074020.000002-0.000000-0.0047930.0026090.4337.1346.995230.720-0.617-0.2744.100-0.009-0.0047.00021.60024.1924.5139.06252.8080.0970.2883.3620.0055.804245.56758.04356.2484.149364.0062.367366.373-0.334-0.0046.9646.6267.00021.600-0.0119400.0087510.000001-0.000001-0.010345-0.0015942.3677.1276.964241.920-3.647-0.3344.100-0.049-0.0046.00022.60025.3124.7229.06254.018-0.1870.1710.2883.439-0.0116.018261.97460.18056.2484.216382.6195.627388.246-0.0090.0007.1817.1726.00022.600-0.028389-0.0005350.000000-0.000001-0.013927-0.0144625.6277.1717.181253.120-8.854-0.0094.100-0.1160.0000.1040.0660.1710.1040.6870.7925.00023.60026.4324.9319.06255.228-0.4721.0240.2883.516-0.0276.311277.91663.11356.2484.275401.5538.461410.0131.2000.0167.9599.1755.00023.600-0.042683-0.033831-0.000000-0.000000-0.004426-0.0382578.4617.3267.959264.320-13.5961.2004.100-0.1750.0160.6270.3971.0240.6274.1234.7504.00024.60027.5525.1409.06256.437-0.7561.8770.2883.593-0.0436.709284.42367.08656.2484.206411.9635.108417.0703.6930.0499.53313.2764.00024.600-0.025768-0.101243-0.000000-0.0000000.037737-0.0635065.1087.6419.533275.520-8.9033.6934.100-0.1060.0491.1490.7281.8771.1497.5608.7093.00025.60028.6725.3489.06257.647-1.0402.7300.2883.670-0.0597.193263.85871.92656.2483.778395.810-15.546380.2646.8540.08911.47618.4193.00025.6000.078428-0.184404-0.0000000.0000000.131416-0.052988-15.5468.03011.476286.72022.8626.8544.1000.3220.0891.6711.0592.7301.67110.99612.6672.00026.60029.7925.5579.06258.857-1.3243.5840.2883.747-0.0757.747195.41477.47156.2482.730331.863-66.221265.6427.3220.09211.60919.0232.00026.6000.334080-0.190091-0.0000000.0000000.2620850.071994-66.2218.05611.609297.920102.5067.3224.1001.3700.0922.1941.3903.5842.19414.43216.6261.00027.60030.9125.7669.06260.066-1.6094.4370.2883.824-0.0918.35880.50683.58056.2481.104221.439-144.83376.606-2.879-0.0484.8671.9401.00027.6000.7306700.098532-0.0000000.0000000.3160690.414601-144.8336.7084.867309.120228.614-2.8794.1002.996-0.0482.7161.7214.4372.71617.86820.5840.40028.20031.5845.8929.06260.792-1.7794.9490.2883.870-0.1018.74717.14687.46956.2480.233161.095-186.950-25.855-19.107-0.264-5.589-24.9590.40028.2000.9431440.5461060.0000000.0000000.1985190.744625-186.9504.617-5.589315.840298.694-19.1074.1003.867-0.2643.0301.9194.9493.03019.93022.9600.00028.60032.0325.9759.06261.276-1.8935.2900.2883.901-0.1079.0140.00090.14056.2480.000146.388-198.220-51.832-35.724-0.483-16.192-52.3990.00028.6001.0000001.0000000.0000000.0000000.0000001.000000-198.2202.496-16.192320.320320.320-35.7244.1004.100-0.4833.2392.0525.2903.23921.30424.543

&DDepsitos CircularesLm 2&P

AXIALDiseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06

fpu cables = 19,000 kgf / cm2cable f 3/5", As = 1.400 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13,300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 158 kgf / cm2Espesor de la pared del depsito, tw = 40 cm

Ti = 38 CTo = 15 CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf24.6004.000129.741-6.158123.583129.74113.55106.158189.000BIEN24.0004.600137.328-3.448133.880137.32814.34113.448504.000BIEN23.0005.600150.059-0.618149.441150.05915.67120.618630.000BIEN22.0006.600162.8830.425163.307163.30717.05130.000630.000BIEN21.0007.600175.7830.520176.303176.30318.41140.000630.000BIEN20.0008.600188.7490.315189.064189.06419.74150.000630.000BIEN19.0009.600201.7700.120201.890201.89021.08160.000630.000BIEN18.00010.600214.8390.014214.853214.85322.44170.000630.000BIEN17.00011.600227.951-0.018227.933227.95123.80180.018630.000BIEN16.00012.600241.101-0.013241.088241.10125.18180.013630.000BIEN15.00013.600254.2820.003254.285254.28526.55190.000630.000BIEN14.00014.600267.4780.010267.489267.48927.93200.000630.000BIEN13.00015.600280.659-0.010280.649280.65929.31210.010630.000BIEN12.00016.600293.781-0.082293.699293.78130.68220.082630.000BIEN11.00017.600306.821-0.215306.606306.82132.04230.215630.000BIEN10.00018.600319.860-0.353319.507319.86033.40240.353630.000BIEN9.00019.600333.229-0.284332.945333.22934.80250.284630.000BIEN8.00020.600347.6330.433348.066348.06636.35260.000630.000BIEN7.00021.600364.0062.367366.373366.37338.26280.000630.000BIEN6.00022.600382.6195.627388.246388.24640.54290.000630.000BIEN5.00023.600401.5538.461410.013410.01342.82310.000630.000BIEN4.00024.600411.9635.108417.070417.07043.55320.000630.000BIEN3.00025.600395.810-15.546380.264395.81041.333015.546630.000BIEN2.00026.600331.863-66.221265.642331.86334.662566.221630.000BIEN1.00027.600221.439-144.83376.606221.43923.1217144.833504.000BIEN0.40028.200161.095-186.950-25.855161.09516.8213186.950315.000BIEN529

&DDepsitos CircularesDiseo de cables&P

FLEXIONDiseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06

fy = 4,200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

Ti = 38 CTo = 15 CM (+) Tensin en la cara exteriorM (-) Tensin en la cara interior

TEMPERATURAalturaprofundidadM hidrostticoM gasM temp.MfM presf.MU1MU2MU3MUmax (+)MUmax (-)As vert. (+)As vert. (-)y(m)mtf mtf mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / m24.6004.0000.0000.0007.3537.205-0.0000.00013.383-0.00013.3830.00010.336.0024.0004.6000.0000.0007.4717.229-0.0000.00013.597-0.00013.5970.00010.506.0023.0005.6000.0000.0007.4227.219-0.0000.00013.508-0.00013.5080.00010.436.0022.0006.6000.0000.0007.2977.194-0.0000.00013.280-0.00013.2800.00010.256.0021.0007.6000.0000.0007.2067.176-0.0000.00013.114-0.00013.1140.00010.126.0020.0008.600-0.000-0.0007.1647.1680.000-0.00013.0390.00013.0390.00010.066.0019.0009.600-0.000-0.0007.1557.1660.000-0.00013.0220.00013.0220.00010.056.0018.00010.600-0.000-0.0007.1587.1660.001-0.00013.0280.00113.0280.00010.056.0017.00011.600-0.001-0.0007.1637.1670.001-0.00113.0380.00113.0380.00110.066.0016.00012.600-0.000-0.0007.1677.1680.001-0.00013.0440.00113.0440.00010.066.0015.00013.6000.0010.0007.1697.169-0.0020.00113.047-0.00213.0470.00210.076.0014.00014.6000.0050.0007.1727.169-0.0070.00413.046-0.00713.0460.00710.076.0013.00015.6000.0110.0007.1767.170-0.0150.00913.044-0.01513.0440.01510.066.0012.00016.6000.0150.0007.1787.170-0.0210.01213.043-0.02113.0430.02110.066.0011.00017.6000.0050.0007.1717.169-0.0070.00413.044-0.00713.0440.00710.066.0010.00018.600-0.039-0.0017.1427.1630.054-0.03313.0540.05413.0540.03310.076.009.00019.600-0.137-0.0027.0807.1510.191-0.11513.0780.19113.0780.11510.096.008.00020.600-0.274-0.0046.9957.1340.384-0.23013.1150.38413.1150.23010.126.007.00021.600-0.334-0.0046.9647.1270.467-0.28013.1410.46713.1410.28010.146.006.00022.600-0.0090.0007.1817.1710.013-0.00713.0820.01313.0820.00710.096.005.00023.6001.2000.0167.9597.326-1.6791.00812.805-1.67912.8051.6799.886.004.00024.6003.6930.0499.5337.641-5.1713.10012.180-5.17112.1805.1719.386.003.00025.6006.8540.08911.4768.030-9.5955.74911.291-9.59511.2919.5958.697.362.00026.6007.3220.09211.6098.056-10.2516.13410.878-10.25110.87810.2518.367.871.00027.600-2.879-0.0484.8676.7084.031-2.43812.8884.03112.8882.4389.946.000.40028.200-19.107-0.264-5.5894.61726.749-16.06016.57726.74926.74916.06021.1212.45

&DDepsitos CircularesDiseo por flexin&P

CORTANTEDiseo por cortante en las paredes de depsitos cilndricosACI 350 - 06 Secc. 21.6 y Secc. 11.7

fy = 4,200 kgf / cm2f'c = 350 kgf / cm2f = 0.85

D = 2,000 cmtw = 40 cmhw = 2,460 cmlw = 100 cm

V base = 2,963,971 kgfq mx = 75,477kgf / mVUE = 4,238,478 kgfqUE mx = 107,932kgf / mVU = 107,932 kgf

CORTANTE TANGENCIAL

hw / lw = 24.600f Vc = 33,712 kgfac = 0.530f Vs = 96,486 kgfr t1 = 0.005197Av / s = 0.270268r t = 0.006757r t2 = 0.006757Av t = 27.03 cm2 / m

r l = 0.005000 ACI 350 Secc. 7.12.2.1Av l = 20.00 cm2 / m

CORTANTE POR FRICCIN

Coeficiente de friccin, m = 1.0 ACI 350 Secc. 11.7.4.3Coeficiente, l = 1.0 ACI 350 Secc. 11.7.4.3

Avf = 30.23 cm2f Vn = 107,932 kgf

0.2 f'c Ac = 280,000 kgf56 Ac = 224,000 kgf

107932 kgf < 224000 kgf BIEN

&DDepsitos CircularesDiseo por cortante&P

F1Diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cmTi = 15 CTo = 19 CM (+) Tensin en la cara exteriorM (-) Tensin en la cara interiorTEMPERATURAalturaprofundidadM hidrostticoM gasM temp.MfM presf.MU1MU2MU3MUmax (+)MUmax (-)As vert. (+)As vert. (-)y(m)mtf mtf mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / m24.640.00000244640.000000034-1.278790077-1.2530913487-0.00000342490.0000020568-2.327401365-0.00000342490.00000205682.32740136566244.60.00000625120.0000000842-1.2992848271-1.2571902987-0.00000875170.0000052496-2.3647071369-0.00000875170.00000524962.364707136966235.60.00001614080.0000002126-1.290813046-1.2554959425-0.00002259710.000013544-2.3493023408-0.00002259710.0000135442.349302340866226.60.00002624330.0000003389-1.2689658967-1.2511265127-0.00003674060.000022006-2.3095546726-0.00003674060.0000220062.309554672666217.60.00002067820.0000002515-1.2531576434-1.247964862-0.00002894950.0000173052-2.2807758604-0.00002894950.00001730522.280775860466208.6-0.0000334697-0.0000004795-1.2460066873-1.24653467080.0000468576-0.0000281702-2.26768531330.00004685760.00004685762.267685313366199.6-0.0001781914-0.0000023883-1.2444148215-1.24621629760.0002494679-0.0001496131-2.26458550710.00024946790.00024946792.2645855071661810.6-0.0004204915-0.000005522-1.2450926943-1.24635187220.000588688-0.0003528017-2.26548001560.0005886880.0005886882.2654800156661711.6-0.0006272439-0.0000080597-1.2461016527-1.24655366390.0008781414-0.0005258795-2.26702686650.00087814140.00087814142.2670268665661612.6-0.0003665299-0.0000042721-1.2465977239-1.24665287810.0005131418-0.0003063306-2.26829471570.00051314180.00051314182.2682947157661513.60.00118956470.0000166201-1.2462056724-1.2465744678-0.00166539060.0010002778-2.2697597143-0.00166539060.00100027782.2697597143661414.60.00497774060.0000664237-1.2447064798-1.2462746293-0.00696883680.0041787662-2.27233463-0.00696883680.00417876622.27233463661315.60.010809620.000141499-1.242346176-1.2458025685-0.0151334680.0090685049-2.2762035083-0.0151334680.00906850492.2762035083661216.60.01466412780.0001873022-1.240886826-1.2455106985-0.02052977890.0122918814-2.2789438023-0.02052977890.01229188142.2789438023661117.60.00496666020.0000508195-1.2450962917-1.2463525917-0.00695332420.0041353059-2.2730285752-0.00695332420.00413530592.2730285752661018.6-0.0388005799-0.0005340904-1.2632281166-1.24997895670.0543208119-0.0326088094-2.24475436040.05432081190.05432081192.244754360466919.6-0.136648341-0.0018164073-1.3029976779-1.25793286890.1913076774-0.1146994162-2.18014809650.19130767740.19130767742.180148096566820.6-0.2741361284-0.0035765283-1.3575887657-1.26885108650.3837905797-0.2299543916-2.08702097390.38379057970.38379057972.087020973966721.6-0.3335834623-0.0042284173-1.377808451-1.27289502350.4670168472-0.2795474067-2.04059453360.46701684720.46701684722.040594533666622.6-0.00909525730.0002587074-1.2386428074-1.24506189480.0127333602-0.006795415-2.24159654930.01273336020.01273336022.241596549366523.61.19959139320.0163467158-0.7396794179-1.1452692169-1.67942795051.0077952704-3.025644491-1.67942795051.00779527043.02564449166424.63.69323618810.04891951270.2705539505-0.9432225432-5.17053066343.0996334355-4.6781224734-5.17053066343.09963343555.170530663466325.66.85390017310.08910226781.5168074713-0.6939718391-9.59546024235.748575152-6.8348706446-9.59546024235.7485751529.595460242367.3621168832226.67.32184644720.09185006571.6020294816-0.676927437-10.25058502616.1336842674-7.3348913695-10.25058502616.133684267410.250585026167.8729955243127.6-2.879418582-0.0476095439-2.7232592558-1.54198518454.0311860148-2.4375461435-0.92514583074.03118601484.03118601482.4375461435660.428.2-19.106618292-0.2638729379-9.4305892914-2.883451191626.7492656087-16.05952000939.585593098326.749265608726.749265608716.059520009321.118086176812.4513952014


F2Diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cmTi = 15 CTo = 15 CM (+) Tensin en la cara exteriorM (-) Tensin en la cara interiorTEMPERATURAalturaprofundidadM hidrostticoM gasM temp.MfM presf.MU1MU2MU3MUmax (+)MUmax (-)As vert. (+)As vert. (-)y(m)mtf mtf mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / m24.640.00000244640.0000000340.00000093110.0000001862-0.00000342490.0000020568-0.0000017303-0.00000342490.00000205680.000003424966244.60.00000625120.00000008420.00000230470.0000004609-0.00000875170.0000052496-0.0000045572-0.00000875170.00000524960.000008751766235.60.00001614080.00000021260.00000581910.0000011638-0.00002259710.000013544-0.0000120064-0.00002259710.0000135440.000022597166226.60.00002624330.00000033890.00000927360.0000018547-0.00003674060.000022006-0.0000198626-0.00003674060.0000220060.000036740666217.60.00002067820.00000025150.00000688260.0000013765-0.00002894950.0000173052-0.0000164232-0.00002894950.00001730520.000028949566208.6-0.0000334697-0.0000004795-0.0000131222-0.00000262440.0000468576-0.00002817020.00002297510.00004685760.00004685760.000028170266199.6-0.0001781914-0.0000023883-0.0000653569-0.00001307140.0002494679-0.00014961310.00013051850.00024946790.00024946790.0001496131661810.6-0.0004204915-0.000005522-0.0001511138-0.00003022280.000588688-0.00035280170.0003136610.0005886880.0005886880.0003528017661711.6-0.0006272439-0.0000080597-0.0002205605-0.00004411210.0008781414-0.00052587950.00047672120.00087814140.00087814140.0005258795661612.6-0.0003665299-0.0000042721-0.0001169104-0.00002338210.0005131418-0.00030633060.00030036480.00051314180.00051314180.0003063306661513.60.00118956470.00001662010.0004548230.0000909646-0.00166539060.0010002778-0.0008376127-0.00166539060.00100027780.0016653906661414.60.00497774060.00006642370.00181774010.000363548-0.00696883680.0041787662-0.0036605497-0.00696883680.00417876620.0069688368661315.60.010809620.0001414990.00387223970.0007744479-0.0151334680.0090685049-0.0080859917-0.0151334680.00906850490.015133468661216.60.01466412780.00018730220.00512568410.0010251368-0.02052977890.0122918814-0.0112010339-0.02052977890.01229188140.0205297789661117.60.00496666020.00005081950.00139071980.000278144-0.00695332420.0041353059-0.0044222142-0.00695332420.00413530590.0069533242661018.6-0.0388005799-0.0005340904-0.0146158384-0.00292316770.0543208119-0.03260880940.02771998590.05432081190.05432081190.032608809466919.6-0.136648341-0.0018164073-0.0497075353-0.00994150710.1913076774-0.11469941620.10083996310.19130767740.19130767740.114699416266820.6-0.2741361284-0.0035765283-0.0978747504-0.01957495010.3837905797-0.22995439160.20565853390.38379057970.38379057970.229954391666721.6-0.3335834623-0.0042284173-0.1157142485-0.02314284970.4670168472-0.27954740670.25641691490.46701684720.46701684720.279547406766622.6-0.00909525730.00025870740.00707974960.00141594990.0127333602-0.0067954150.02561850450.01273336020.02561850450.00679541566523.61.19959139320.01634671580.44734183260.0894683665-1.67942795051.0077952704-0.8652658151-1.67942795051.00779527041.679427950566424.63.69323618810.04891951271.33872422650.2677448453-5.17053066343.0996334355-2.7340525712-5.17053066343.09963343555.170530663466325.66.85390017310.08910226782.43835962120.4876719242-9.59546024235.748575152-5.1576457317-9.59546024235.7485751529.595460242367.3621168832226.67.32184644720.09185006572.51355545620.5027110912-10.25058502616.1336842674-5.6759140957-10.25058502616.133684267410.250585026167.8729955243127.6-2.879418582-0.0476095439-1.3028758118-0.26057516244.0311860148-2.43754614351.65995203734.03118601484.03118601482.4375461435660.428.2-19.106618292-0.2638729379-7.2211082032-1.444221640626.7492656087-16.059520009313.606848678926.749265608726.749265608716.059520009321.118086176812.4513952014


F3Diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cmTi = 15 CTo = 2 CM (+) Tensin en la cara exteriorM (-) Tensin en la cara interiorTEMPERATURAalturaprofundidadM hidrostticoM gasM temp.MfM presf.MU1MU2MU3MUmax (+)MUmax (-)As vert. (+)As vert. (-)y(m)mtf mtf mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / m24.640.00000244640.0000000344.15607170734.0725476748-0.00000342490.00000205687.5640470824-0.00000342497.56404708240.000003424966244.60.00000625120.00000008424.22268548284.0858704299-0.00000875170.00000524967.685278827-0.00000875177.6852788270.000008751766235.60.00001614080.00000021264.19516713054.0803667594-0.00002259710.0000135447.6351815804-0.00002259717.63518158040.000022597166226.60.00002624330.00000033894.12417857734.0661690488-0.00003674060.0000220067.50596827-0.00003674067.505968270.000036740666217.60.00002067820.00000025154.07279159194.0558916517-0.00002894950.00001730527.4124517478-0.00002894957.41245174780.000028949566208.6-0.0000334697-0.00000047954.04946596414.05122652620.0000468576-0.00002817027.37007491230.00004685767.37007491230.000028170266199.6-0.0001781914-0.00000238834.04407040314.0501474140.0002494679-0.00014961317.36045760170.00024946797.36045760170.0001496131661810.6-0.0004204915-0.0000055224.04590902314.05051513790.000588688-0.00035280177.364143110.0005886887.364143110.0003528017661711.6-0.0006272439-0.00000805974.0488929894.05111193110.0008781414-0.00052587957.36986338140.00087814147.36986338140.0005258795661612.6-0.0003665299-0.00000427214.05094573344.051522480.0005131418-0.00030633067.37323437660.00051314187.37323437660.0003063306661513.60.00118956470.00001662014.0521014334.0517536199-0.00166539060.00100027787.3731592175-0.00166539067.37315921750.0016653906661414.60.00497774060.00006642374.0530214554.0519376243-0.00696883680.00417876627.3695302112-0.00696883687.36953021120.0069688368661315.60.010809620.0001414994.05408209074.0521497515-0.0151334680.00906850497.3632959371-0.0151334687.36329593710.015133468661216.60.01466412780.00018730224.0546663424.0522666017-0.02052977890.01229188147.3589629634-0.02052977897.35896296340.0205297789661117.60.00496666020.00005081954.05247350724.0518280348-0.00695332420.00413530597.3685484589-0.00695332427.36854845890.0069533242661018.6-0.0388005799-0.00053409044.04337406574.05000814650.0543208119-0.03260880947.41326161150.05432081197.41326161150.032608809466919.6-0.136648341-0.00181640734.02348542834.0460304190.1913076774-0.11469941627.51405115680.19130767747.51405115680.114699416266820.6-0.2741361284-0.00357652833.99619579934.04057249320.3837905797-0.22995439167.65686693450.38379057977.65686693450.229954391666721.6-0.3335834623-0.00422841733.98609190964.03855171530.4670168472-0.27954740677.72170412270.46701684727.72170412270.279547406766622.6-0.00909525730.00025870744.05567805994.05246894530.0127333602-0.0067954157.39406742930.01273336027.39406742930.00679541566523.61.19959139320.01634671584.30516089684.1023655127-1.67942795051.00779527046.1559648816-1.67942795056.15596488161.679427950566424.63.69323618810.04891951274.81027762334.203388858-5.17053066343.09963343553.584174611-5.17053066343.5841746115.170530663466325.66.85390017310.08910226785.43340410844.328014155-9.59546024235.7485751520.2933352349-9.59546024235.7485751529.595460242367.3621168832226.67.32184644720.09185006575.47601487374.3365363081-10.25058502616.1336842674-0.2842379559-10.25058502616.133684267410.250585026167.8729955243127.6-2.879418582-0.04760954393.3133703813.90400740954.0311860148-2.437546143510.06152010834.031186014810.06152010832.43754614357.72544759660.428.2-19.106618292-0.2638729379-0.04029466663.233274426.7492656087-16.059520009326.675929315626.749265608726.749265608716.059520009321.118086176812.4513952014


F4Diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cmTi = 15 CTo = -8 CM (+) Tensin en la cara exteriorM (-) Tensin en la cara interiorTEMPERATURAalturaprofundidadM hidrostticoM gasM temp.MfM presf.MU1MU2MU3MUmax (+)MUmax (-)As vert. (+)As vert. (-)y(m)mtf mtf mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / m24.640.00000244640.0000000347.35304922757.2052765122-0.00000342490.000002056813.3825461691-0.000003424913.38254616910.000003424910.33053682226244.60.00000625120.00000008427.47090331217.2288473291-0.00000875170.000005249613.5970352763-0.000008751713.59703527630.000008751710.49976970016235.60.00001614080.00000021267.42221429317.2191095253-0.00002259710.00001354413.5084074164-0.000022597113.50840741640.000022597110.42982729676226.60.00002624330.00000033897.29661650317.1939899673-0.00003674060.00002200613.2798052951-0.000036740613.27980529510.000036740610.24951649216217.60.00002067820.00000025157.20570290687.175807248-0.00002894950.000017305213.1143503409-0.000028949513.11435034090.000028949510.11909854636208.6-0.0000334697-0.00000047957.16444987677.1675566420.0000468576-0.000028170213.03934563320.000046857613.03934563320.000028170210.06000051266199.6-0.0001781914-0.00000238837.15494406477.16565547960.0002494679-0.000149613113.02224766560.000249467913.02224766560.000149613110.04653066361810.6-0.0004204915-0.0000055227.15826297457.16631926160.000588688-0.000352801713.02862730160.00058868813.02862730160.000352801710.051556477461711.6-0.0006272439-0.00000805977.16359571947.16738581060.0008781414-0.000525879513.03862235080.000878141413.03862235080.000525879510.059430692261612.6-0.0003665299-0.00000427217.16714776717.16809622010.0005131418-0.000306330613.0447220780.000513141813.0447220780.000306330610.064236255761513.60.00118956470.00001662017.16875267157.168417201-0.00166539060.001000277813.0454644715-0.001665390613.04546447150.001665390610.06482114461414.60.00497774060.00006642377.16933200487.1685330676-0.00696883680.004178766213.041215412-0.006968836813.0412154120.006968836810.061473578361315.60.010809620.0001414997.169628137.1685922927-0.0151334680.009068504913.0335897285-0.01513346813.03358972850.01513346810.055465901961216.60.01466412780.00018730227.16969761737.1686061901-0.02052977890.012291881413.0283198845-0.020529778913.02831988450.020529778910.051314294861117.60.00496666020.00005081957.1686910367.1684048739-0.00695332420.004135305913.0400643612-0.006953324213.04006436120.006953324210.060566746261018.6-0.0388005799-0.00053409047.16490476127.16764761890.0543208119-0.032608809413.09444747730.054320811913.09444747730.032608809410.10341516446919.6-0.136648341-0.00181640737.15671078497.16600882360.1913076774-0.114699416213.21652130590.191307677413.21652130590.114699416210.19962517286820.6-0.2741361284-0.00357652837.14548083767.16376283420.3837905797-0.229954391613.38856570410.383790579713.38856570410.229954391610.33528461866721.6-0.3335834623-0.00422841737.14132741587.16293214980.4670168472-0.279547406713.46423274410.467016847213.46423274410.279547406710.3949736846622.6-0.00909525730.00025870747.16998445257.16866355720.0127333602-0.00679541513.06210506370.012733360213.06210506370.00679541510.07793166966523.61.19959139320.01634671587.2727140237.1892094713-1.67942795051.007795270411.5569115714-1.679427950511.55691157141.67942795058.89495302586424.63.69323618810.04891951277.48070331327.2308073293-5.17053066343.09963343558.4443493666-5.17053066348.44434936665.17053066346.46707725376325.66.85390017310.08910226787.73728448317.2821235633-9.59546024235.7485751524.486397517-9.59546024235.7485751529.595460242367.3621168832226.67.32184644720.09185006577.75482981037.2856326287-10.25058502616.13368426743.8632052286-10.25058502616.133684267410.250585026167.8729955243127.6-2.879418582-0.04760954396.86432899097.10753246494.0311860148-2.437546143516.52426477834.031186014816.52426477832.437546143512.821542866260.428.2-19.106618292-0.26387293795.48340805396.831348277526.7492656087-16.059520009336.729068266926.749265608736.729068266916.059520009329.519390474212.4513952014


F5Diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cmTi = 15 CTo = -23 CM (+) Tensin en la cara exteriorM (-) Tensin en la cara interiorTEMPERATURAalturaprofundidadM hidrostticoM gasM temp.MfM presf.MU1MU2MU3MUmax (+)MUmax (-)As vert. (+)As vert. (-)y(m)mtf mtf mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / m24.640.00000244640.00000003412.148515507811.9043697682-0.00000342490.000002056822.1102947992-0.000003424922.11029479920.000003424917.31704076716244.60.00000625120.000000084212.34323005611.9433126779-0.00000875170.000005249622.4646699503-0.000008751722.46466995030.000008751717.60519298726235.60.00001614080.000000212612.262785037111.9272236741-0.00002259710.00001354422.3182461704-0.000022597122.31824617040.000022597117.4860880856226.60.00002624330.000000338912.05527339211.8857213451-0.00003674060.00002200621.9405608328-0.000036740621.94056083280.000036740617.17915284826217.60.00002067820.000000251511.905069879111.8556806425-0.00002894950.000017305221.6671982305-0.000028949521.66719823050.000028949516.95725249646208.6-0.0000334697-0.000000479511.836925745611.84205181580.0000468576-0.000028170221.54325171460.000046857621.54325171460.000028170216.8567099196199.6-0.0001781914-0.000002388311.82125455711.83891757810.0002494679-0.000149613121.51493276160.000249467921.51493276160.000149613116.833744371561810.6-0.0004204915-0.00000552211.826793901611.8400254470.000588688-0.000352801721.5253535890.00058868821.5253535890.000352801716.842194983761711.6-0.0006272439-0.000008059711.835649815111.84179662970.0008781414-0.000525879521.54176080480.000878141421.54176080480.000525879516.855500793461612.6-0.0003665299-0.000004272111.841450817711.84295683020.0005131418-0.000306330621.55195363010.000513141821.55195363010.000306330616.863767285761513.60.00118956470.000016620111.843729529211.8434125725-0.00166539060.001000277821.5539223524-0.001665390621.55392235240.001665390616.86536397561414.60.00497774060.000066423711.843797829611.8434262326-0.00696883680.004178766221.5487432131-0.006968836821.54874321310.006968836816.861163570661315.60.010809620.00014149911.842947188811.8432561044-0.0151334680.009068504921.5390304156-0.01513346821.53903041560.01513346816.853286468261216.60.01466412780.000187302211.842244530211.8431155727-0.02052977890.012291881421.532355266-0.020529778921.5323552660.020529778916.847873061261117.60.00496666020.000050819511.843017329111.8432701325-0.00695332420.004135305921.5473382148-0.006953324221.54733821480.006953324216.860024096961018.6-0.0388005799-0.000534090411.847200804411.84410682760.0543208119-0.032608809421.61622627590.054320811921.61622627590.032608809416.91589991556919.6-0.136648341-0.001816407311.856548819811.84597643060.1913076774-0.114699416221.77022652940.191307677421.77022652940.114699416217.04086001896820.6-0.2741361284-0.003576528311.86940839511.84854834570.3837905797-0.229954391621.98611385860.383790579721.98611385860.229954391617.21615097376721.6-0.3335834623-0.004228417311.874180675211.84950280170.4670168472-0.279547406722.07802567610.467016847222.07802567610.279547406717.29081973676622.6-0.00909525730.000258707411.841444041311.84295547490.0127333602-0.00679541521.56416151540.012733360221.56416151540.00679541516.8736684036523.61.19959139320.016346715811.724043712411.8194754092-1.67942795051.007795270419.6583316061-1.679427950519.65833160611.679427950515.33306211526424.63.69323618810.048919512711.48634184811.7719350363-5.17053066343.099633435515.7346114999-5.170530663415.73461149995.170530663412.19296584656325.66.85390017310.089102267811.193105045211.7132876757-9.59546024235.74857515210.7759909401-9.595460242310.77599094019.59546024238.28350396177.3621168832226.67.32184644720.091850065711.173052215111.7092771097-10.25058502616.133684267410.0843700054-10.250585026110.084370005410.25058502617.74327504167.8729955243127.6-2.879418582-0.047609543912.190766905811.91282004784.0311860148-2.437546143526.21838178334.031186014826.21838178332.437546143520.679872751360.428.2-19.106618292-0.263872937913.768962134712.228459093626.7492656087-16.059520009351.808776693926.749265608751.808776693916.059520009342.865931386612.4513952014


F6Diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy = 4200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cmTi = 15 CTo = -27 CM (+) Tensin en la cara exteriorM (-) Tensin en la cara interiorTEMPERATURAalturaprofundidadM hidrostticoM gasM temp.MfM presf.MU1MU2MU3MUmax (+)MUmax (-)As vert. (+)As vert. (-)y(m)mtf mtf mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / m24.640.00000244640.00000003413.427306515813.1574613032-0.00000342490.000002056824.4376944339-0.000003424924.43769443390.000003424919.21615136956244.60.00000625120.000000084213.642517187813.2005034376-0.00000875170.000005249624.8293725301-0.000008751724.82937253010.000008751719.5373051656235.60.00001614080.000000212613.553603902213.1827207804-0.00002259710.00001354424.6675365048-0.000022597124.66753650480.000022597119.40455409666226.60.00002624330.000000338913.324248562313.1368497125-0.00003674060.00002200624.2500956428-0.000036740624.25009564280.000036740619.06249063736217.60.00002067820.000000251513.158234405113.103646881-0.00002894950.000017305223.9479576677-0.000028949523.94795766770.000028949518.81522839576208.6-0.0000334697-0.000000479513.082919310713.08858386210.0000468576-0.000028170223.8109600030.000046857623.8109600030.000028170218.70320078876199.6-0.0001781914-0.000002388313.065604021613.08512080430.0002494679-0.000149613123.77964878720.000249467923.77964878720.000149613118.677604238661810.6-0.0004204915-0.00000552213.071735482213.08634709640.000588688-0.000352801723.79114726560.00058868823.79114726560.000352801718.687003777261711.6-0.0006272439-0.000008059713.081530907213.08830618140.0008781414-0.000525879523.80926439260.000878141423.80926439260.000525879518.701814573961612.6-0.0003665299-0.000004272113.087931631213.08958632620.0005131418-0.000306330623.82054871070.000513141823.82054871070.000306330618.71104001661513.60.00118956470.000016620113.090390024513.0900780049-0.00166539060.001000277823.822844454-0.001665390623.8228444540.001665390618.712916935861414.60.00497774060.000066423713.090322049613.0900644099-0.00696883680.004178766223.8174172934-0.006968836823.81741729340.006968836818.708479903161315.60.010809620.00014149913.089165604513.0898331209-0.0151334680.009068504923.8071479322-0.01513346823.80714793220.01513346818.700084312961216.60.01466412780.000187302213.088257040313.0896514081-0.02052977890.012291881423.8000980344-0.020529778923.80009803440.020529778918.694320933561117.60.00496666020.000050819513.089504340613.0899008681-0.00695332420.004135305923.8159445757-0.006953324223.81594457570.006953324218.707275881961018.6-0.0388005799-0.000534090413.095813082613.09116261650.0543208119-0.032608809423.88870062230.054320811923.88870062230.032608809418.76676519136919.6-0.136648341-0.001816407313.109838962413.09396779250.1913076774-0.114699416224.0512145890.191307677424.0512145890.114699416218.89970127716820.6-0.2741361284-0.003576528313.129122410313.09782448210.3837905797-0.229954391624.27879336650.383790579724.27879336650.229954391619.08599003796721.6-0.3335834623-0.004228417313.136274877713.09925497550.4670168472-0.279547406724.37503712470.467016847224.37503712470.279547406719.16481776756622.6-0.00909525730.000258707413.087166598413.08943331970.0127333602-0.00679541523.83137656920.012733360223.83137656920.00679541518.71989263086523.61.19959139320.016346715812.911064962913.0542129926-1.67942795051.007795270421.8187102821-1.679427950521.81871028211.679427950517.08021508976424.63.69323618810.048919512712.554512123912.9829024248-5.17053066343.099633435517.6786814021-5.170530663417.67868140215.170530663413.74351384626325.66.85390017310.089102267812.114657195112.894931439-9.59546024235.74857515212.4532158529-9.595460242312.45321585299.59546024239.59867933837.3621168832226.67.32184644720.091850065712.084578189712.8889156379-10.25058502616.133684267411.7433472792-10.250585026111.743347279210.25058502619.04116080067.8729955243127.6-2.879418582-0.047609543913.611150349713.19423006994.0311860148-2.437546143528.80347965134.031186014828.80347965132.437546143522.821756205960.428.2-19.106618292-0.263872937915.978443222913.667688644626.7492656087-16.059520009355.830032274426.749265608755.830032274416.059520009346.574371764712.4513952014


N1Diseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depsito, tw = 40 cmTi = 15 CTo = 19 CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf24.64129.74135493891.0709970077130.8123519465130.812351946513.6604377555100189BIEN244.6137.32837015250.5996664302137.9280365827137.928036582714.4035125922110504BIEN235.6150.05931660020.1074921593150.1668087595150.166808759515.6815798621120630BIEN226.6162.8825523615-0.0739105631162.8086417984162.882552361517.0094561781130.0739105631630BIEN217.6175.7831717131-0.0906471586175.6925245545175.783171713118.3566386501140.0906471586630BIEN208.6188.7489003966-0.05530568188.6935947166188.748900396619.7106203422150.05530568630BIEN199.6201.769967161-0.0213896318201.7485775292201.76996716121.0703808648160.0213896318630BIEN1810.6214.8390296353-0.0023716193214.836658016214.839029635322.4351534707170.0023716193630BIEN1711.6227.95084461140.0054786906227.9563233019227.956323301923.8049627508180630BIEN1612.6241.10092703030.0089404544241.1098674847241.109867484725.1785575903180630BIEN1513.6254.28210651070.0113706258254.2934771365254.293477136526.5552920986190630BIEN1414.6267.47846296820.0098063305267.4882692987267.488269298727.9331943712200630BIEN1315.6280.6590805309-0.0064312154280.6526493155280.659080530929.3085923696210.0064312154630BIEN1216.6293.7809637831-0.0533283803293.7276354028293.780963783130.6788809297220.0533283803630BIEN1117.6306.8206394907-0.1385588486306.6820806421306.820639490732.0405847421230.1385588486630BIEN1018.6319.8596163644-0.2267634381319.6328529263319.859616364433.4022155769240.2267634381630BIEN919.6333.2286599772-0.1823640632333.046295914333.228659977234.798314534250.1823640632630BIEN820.6347.63338141370.277744697347.9111261106347.911126110636.3315712313260630BIEN721.6364.00644892681.5182379802365.5246869071365.524686907138.1709155083280630BIEN622.6382.66862635713.6100086981386.2786350552386.278635055240.3382033266290630BIEN523.6401.7728109265.4276154578407.2004263838407.200426383842.5230186282310630BIEN424.6412.33192522643.2766962311415.6086214575415.608621457543.4010674037320630BIEN325.6396.3055878804-9.9728841048386.3327037756396.305587880441.3852953091309.9728841048630BIEN226.6332.4635230553-42.4815732748289.9819497805332.463523055334.71841301752542.4815732748630BIEN127.6222.1255779275-92.9120572684129.213520659222.125577927523.19607121211792.9120572684504BIEN0.428.2161.8258882249-119.930161868341.8957263566161.825888224916.899111134613119.9301618683315BIEN529


N2Diseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depsito, tw = 40 cmTi = 15 CTo = 15 CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf24.64129.74135493890.0000155528129.7413704916129.741370491613.5485975868100189BIEN244.6137.32837015250.0000168076137.3283869601137.328386960114.3408925397110504BIEN235.6150.05931660020.0000028974150.0593194976150.059319497615.6703550018120630BIEN226.6162.8825523615-0.000053162.8824993615162.882552361517.0094561781130.000053630BIEN217.6175.7831717131-0.0001723552175.7829993579175.783171713118.3566386501140.0001723552630BIEN208.6188.7489003966-0.0003308291188.7485695675188.748900396619.7106203422150.0003308291630BIEN199.6201.769967161-0.0003751705201.7695919905201.76996716121.0703808648160.0003751705630BIEN1810.6214.83902963530.0000726169214.8391022522214.839102252222.4351610539170630BIEN1711.6227.95084461140.0016018926227.9524465039227.952446503923.8045579056180630BIEN1612.6241.10092703030.0046199561241.1055469864241.105546986425.1781064104180630BIEN1513.6254.28210651070.0082010131254.2903075238254.290307523826.5549611032190630BIEN1414.6267.47846296820.0080220429267.486485011267.48648501127.9330080421200630BIEN1315.6280.6590805309-0.005699601280.6533809299280.659080530929.3085923696210.005699601630BIEN1216.6293.7809637831-0.0469037889293.7340599942293.780963783130.6788809297220.0469037889630BIEN1117.6306.8206394907-0.1221260818306.6985134089306.820639490732.0405847421230.1221260818630BIEN1018.6319.8596163644-0.2000171089319.6595992555319.859616364433.4022155769240.2000171089630BIEN919.6333.2286599772-0.1608886538333.0677713234333.228659977234.798314534250.1608886538630BIEN820.6347.63338141370.2450675516347.8784489653347.878448965336.328158831260630BIEN721.6364.00644892681.3396150134365.3460639402365.346063940238.1522623162280630BIEN622.6382.66862635713.1852965616385.8539229187385.853922918740.2938515997290630BIEN523.6401.7728109264.7890699556406.5618808816406.561880881642.4563367671310630BIEN424.6412.33192522642.8912018996415.223127126415.22312712643.3608111034310630BIEN325.6396.3055878804-8.7996034855387.505984395396.305587880441.3852953091308.7996034855630BIEN226.6332.4635230553-37.4837408331294.9797822222332.463523055334.71841301752537.4837408331630BIEN127.6222.1255779275-81.9812267967140.1443511308222.125577927523.19607121211781.9812267967504BIEN0.428.2161.8258882249-105.820730927556.0051572973161.825888224916.899111134613105.8207309275315BIEN528


N3Diseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depsito, tw = 40 cmTi = 15 CTo = 2 CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf24.64129.7413549389-3.4806741756126.2606807632129.741354938913.5485959627103.4806741756189BIEN244.6137.3283701525-1.9488444659135.3795256866137.328370152514.3408907845111.9488444659504BIEN235.6150.0593166002-0.3493372037149.7099793964150.059316600215.6703546993120.3493372037630BIEN226.6162.88255236150.2399840802163.1225364417163.122536441717.0345171723130630BIEN217.6175.78317171310.2938707561176.0770424692176.077042469218.3873269078140630BIEN208.6188.74890039660.1783374364188.927237833188.92723783319.7292437169150630BIEN199.6201.7699671610.0679218287201.8378889897201.837888989721.0774737876160630BIEN1810.6214.83902963530.0080163846214.8470460199214.847046019922.4359906036170630BIEN1711.6227.9508446114-0.0109977009227.9398469105227.950844611423.8043906236180.0109977009630BIEN1612.6241.1009270303-0.0094216632241.0915053671241.100927030325.1776239589180.0094216632630BIEN1513.6254.2821065107-0.0021002284254.2800062823254.282106510726.5541046899190.0021002284630BIEN1414.6267.47846296820.0022231081267.4806860763267.480686076327.9324024725200630BIEN1315.6280.6590805309-0.0033218543280.6557586766280.659080530929.3085923696210.0033218543630BIEN1216.6293.7809637831-0.0260238668293.7549399163293.780963783130.6788809297220.0260238668630BIEN1117.6306.8206394907-0.0687195896306.7519199011306.820639490732.0405847421230.0687195896630BIEN1018.6319.8596163644-0.1130915388319.7465248256319.859616364433.4022155769240.1130915388630BIEN919.6333.2286599772-0.0910935732333.137566404333.228659977234.798314534250.0910935732630BIEN820.6347.63338141370.1388668292347.7722482429347.772248242936.31706853260630BIEN721.6364.00644892680.759090371364.7655392979364.765539297938.0916394421280630BIEN622.6382.66862635711.8049821182384.4736084753384.473608475340.1497084874290630BIEN523.6401.7728109262.7137970735404.4866079995404.486607999542.2396207184310630BIEN424.6412.33192522641.6383453223413.9702705487413.970270548743.2299781275310630BIEN325.6396.3055878804-4.9864414725391.3191464079396.305587880441.3852953091304.9864414725630BIEN226.6332.4635230553-21.2407853974311.2227376579332.463523055334.71841301752521.2407853974630BIEN127.6222.1255779275-46.4560277636175.6695501639222.125577927523.19607121211746.4560277636504BIEN0.428.2161.8258882249-59.9650803701101.8608078548161.825888224916.89911113461359.9650803701315BIEN528


N4Diseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depsito, tw = 40 cmTi = 15 CTo = -8 CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf24.64129.7413549389-6.1581278128123.583227126129.741354938913.5485959627106.1581278128189BIEN244.6137.3283701525-3.4479685224133.88040163137.328370152514.3408907845113.4479685224504BIEN235.6150.0593166002-0.6180603584149.4412562417150.059316600215.6703546993120.6180603584630BIEN226.6162.88255236150.4246279881163.3071803496163.307180349617.0537991175130630BIEN217.6175.78317171310.5200577648176.3032294779176.303229477918.410947105140630BIEN208.6188.74890039660.3157745637189.0646749603189.064674960319.7435959649150630BIEN199.6201.7699671610.1204579819201.890425143201.89042514321.0829600191160630BIEN1810.6214.83902963530.0141269751214.8531566104214.853156610422.4366287187170630BIEN1711.6227.9508446114-0.0206896959227.9301549155227.950844611423.8043906236180.0206896959630BIEN1612.6241.1009270303-0.0202229088241.0807041215241.100927030325.1776239589180.0202229088630BIEN1513.6254.2821065107-0.0100242603254.2720822504254.282106510726.5541046899190.0100242603630BIEN1414.6267.4784629682-0.0022376109267.4762253573267.478462968227.9321703183200.0022376109630BIEN1315.6280.6590805309-0.0014928183280.6575877126280.659080530929.3085923696210.0014928183630BIEN1216.6293.7809637831-0.0099623883293.7710013948293.780963783130.6788809297220.0099623883630BIEN1117.6306.8206394907-0.0276376725306.7930018182306.820639490732.0405847421230.0276376725630BIEN1018.6319.8596163644-0.0462257157319.8133906487319.859616364433.4022155769240.0462257157630BIEN919.6333.2286599772-0.0374050496333.1912549276333.228659977234.798314534250.0374050496630BIEN820.6347.63338141370.0571739658347.6905553795347.690555379536.3085375292260630BIEN721.6364.00644892680.3125329539364.3189818807364.318981880738.0450064621280630BIEN622.6382.66862635710.743201777383.4118281341383.411828134140.0388291702290630BIEN523.6401.7728109261.117433318402.890244244402.89024424442.0729160656310630BIEN424.6412.33192522640.6746094935413.00653472413.0065347243.1293373768310630BIEN325.6396.3055878804-2.0532399241394.2523479563396.305587880441.3852953091302.0532399241630BIEN226.6332.4635230553-8.746204293323.7173187623332.463523055334.7184130175258.746204293630BIEN127.6222.1255779275-19.1289515843202.9966263432222.125577927523.19607121211719.1289515843504BIEN0.428.2161.8258882249-24.6915030182137.1343852067161.825888224916.89911113461324.6915030182315BIEN528


N5Diseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depsito, tw = 40 cmTi = 15 CTo = -23 CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf24.64129.7413549389-10.1743082687119.5670466702129.741354938913.54859596271010.1743082687189BIEN244.6137.3283701525-5.6966546072131.6317155452137.328370152514.3408907845115.6966546072504BIEN235.6150.0593166002-1.0211450905149.0381715097150.059316600215.6703546993121.0211450905630BIEN226.6162.88255236150.7015938498163.5841462113163.584146211317.0827220354130630BIEN217.6175.78317171310.8593382778176.6425099909176.642509990918.4463774009140630BIEN208.6188.74890039660.5219302546189.2708306512189.270830651219.765124337150630BIEN199.6201.7699671610.1992622118201.9692293729201.969229372921.0911893664160630BIEN1810.6214.83902963530.0232928608214.8623224961214.862322496122.4375858914170630BIEN1711.6227.9508446114-0.0352276883227.9156169231227.950844611423.8043906236180.0352276883630BIEN1612.6241.1009270303-0.0364247772241.0645022531241.100927030325.1776239589180.0364247772630BIEN1513.6254.2821065107-0.0219103081254.2601962026254.282106510726.5541046899190.0219103081630BIEN1414.6267.4784629682-0.0089286894267.4695342788267.478462968227.9321703183200.0089286894630BIEN1315.6280.65908053090.0012507356280.6603312665280.660331266529.308722981210630BIEN1216.6293.78096378310.0141298295293.7950936126293.795093612630.6803564758220630BIEN1117.6306.82063949070.0339852031306.8546246938306.854624693832.04413374230630BIEN1018.6319.85961636440.054073019319.9136893834319.913689383433.4078622998240630BIEN919.6333.22865997720.0431277357333.2717877129333.271787712934.8028182658250630BIEN820.6347.6333814137-0.0653653293347.5680160844347.633381413736.3025669814260.0653653293630BIEN721.6364.0064489268-0.3573031719363.649145755364.006448926838.0123693533280.3573031719630BIEN622.6382.6686263571-0.8494687347381.8191576224382.668626357139.9612182913290.8494687347630BIEN523.6401.772810926-1.2771123152400.4956986107401.77281092641.956225034301.2771123152630BIEN424.6412.3319252264-0.7709942495411.5609309769412.331925226443.0588894347310.7709942495630BIEN325.6396.30558788042.3465623985398.6521502789398.652150278941.6303415078300630BIEN226.6332.46352305539.9956673636342.4591904188342.459190418835.7622379301260630BIEN127.6222.125577927521.8616626847243.9872406122243.987240612225.4790351516190504BIEN0.428.2161.825888224928.2188630097190.0447512346190.044751234619.8459431114150315BIEN532


N6Diseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06fpu cables = 19000 kgf / cm2cable f 3/5", As = 1.4 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 157.5 kgf / cm2Espesor de la pared del depsito, tw = 40 cmTi = 15 CTo = -27 CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf24.64129.7413549389-11.2452897236118.4960652153129.741354938913.54859596271011.2452897236189BIEN244.6137.3283701525-6.2963042299131.0320659226137.328370152514.3408907845116.2963042299504BIEN235.6150.0593166002-1.1286343524148.9306822478150.059316600215.6703546993121.1286343524630BIEN226.6162.88255236150.775451413163.6580037744163.658003774417.0904348135130630BIEN217.6175.78317171310.9498130813176.7329847944176.732984794418.4558254798140630BIEN208.6188.74890039660.5769051056189.3258055021189.325805502119.7708652362150630BIEN199.6201.7699671610.2202766731201.9902438342201.990243834221.093383859160630BIEN1810.6214.83902963530.025737097214.8647667323214.864766732322.4378411375170630BIEN1711.6227.9508446114-0.0391044863227.9117401251227.950844611423.8043906236180.0391044863630BIEN1612.6241.1009270303-0.0407452754241.0601817548241.100927030325.1776239589180.0407452754630BIEN1513.6254.2821065107-0.0250799209254.2570265898254.282106510726.5541046899190.0250799209630BIEN1414.6267.4784629682-0.010712977267.4677499912267.478462968227.9321703183200.010712977630BIEN1315.6280.65908053090.0019823499280.6610628808280.661062880829.3087993819210630BIEN1216.6293.78096378310.0205544209293.801518204293.80151820430.6810273814220630BIEN1117.6306.82063949070.05041797306.8710574607306.871057460732.0458497766230630BIEN1018.6319.85961636440.0808193482319.9404357126319.940435712633.4106553585240630BIEN919.6333.22865997720.0646031451333.2932631223333.293263122334.8050608941250630BIEN820.6347.6333814137-0.0980424747347.535338939347.633381413736.3025669814260.0980424747630BIEN721.6364.0064489268-0.5359261388363.4705227881364.006448926838.0123693533280.5359261388630BIEN622.6382.6686263571-1.2741808712381.3944454859382.668626357139.9612182913291.2741808712630BIEN523.6401.772810926-1.9156578174399.8571531085401.77281092641.956225034301.9156578174630BIEN424.6412.3319252264-1.156488581411.1754366454412.331925226443.0588894347311.156488581630BIEN325.6396.30558788043.5198430179399.8254308983399.825430898341.7528645466300630BIEN226.6332.463523055314.9934998053347.4570228606347.457022860636.284150257260630BIEN127.6222.125577927532.7924931565254.9180710839254.918071083926.6205170305200504BIEN0.428.2161.825888224942.3282939505204.1541821753204.154182175321.3193590409160315BIEN534


ENVOLVENTE FLEXIONEnvolvente de diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06

fy = 4,200 kgf / cm2f'c = 350 kgf / cm2tw = 40 cm

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

alturaprofundidadAs1 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. (-)y(m)mcm2 / mcm2 / mtf mtf mtf mtf mtf mtf mtf mtf mcm2 / mcm2 / mcm2 / mcm2 / m24.6004.0006.006.006.006.006.006.0010.336.0017.326.0019.226.0019.226.0024.0004.6006.006.006.006.006.006.0010.506.0017.616.0019.546.0019.546.0023.0005.6006.006.006.006.006.006.0010.436.0017.496.0019.406.0019.406.0022.0006.6006.006.006.006.006.006.0010.256.0017.186.0019.066.0019.066.0021.0007.6006.006.006.006.006.006.0010.126.0016.966.0018.826.0018.826.0020.0008.6006.006.006.006.006.006.0010.066.0016.866.0018.706.0018.706.0019.0009.6006.006.006.006.006.006.0010.056.0016.836.0018.686.0018.686.0018.00010.6006.006.006.006.006.006.0010.056.0016.846.0018.696.0018.696.0017.00011.6006.006.006.006.006.006.0010.066.0016.866.0018.706.0018.706.0016.00012.6006.006.006.006.006.006.0010.066.0016.866.0018.716.0018.716.0015.00013.6006.006.006.006.006.006.0010.066.0016.876.0018.716.0018.716.0014.00014.6006.006.006.006.006.006.0010.066.0016.866.0018.716.0018.716.0013.00015.6006.006.006.006.006.006.0010.066.0016.856.0018.706.0018.706.0012.00016.6006.006.006.006.006.006.0010.056.0016.856.0018.696.0018.696.0011.00017.6006.006.006.006.006.006.0010.066.0016.866.0018.716.0018.716.0010.00018.6006.006.006.006.006.006.0010.106.0016.926.0018.776.0018.776.009.00019.6006.006.006.006.006.006.0010.206.0017.046.0018.906.0018.906.008.00020.6006.006.006.006.006.006.0010.346.0017.226.0019.096.0019.096.007.00021.6006.006.006.006.006.006.0010.396.0017.296.0019.166.0019.166.006.00022.6006.006.006.006.006.006.0010.086.0016.876.0018.726.0018.726.005.00023.6006.006.006.006.006.006.008.896.0015.336.0017.086.0017.086.004.00024.6006.006.006.006.006.006.006.476.0012.196.0013.746.0013.746.003.00025.6006.007.366.007.366.007.366.007.368.287.369.607.369.607.362.00026.6006.007.876.007.876.007.876.007.877.747.879.047.879.047.871.00027.6006.006.006.006.007.736.0012.826.0020.686.0022.826.0022.826.000.40028.20021.1212.4521.1212.4521.1212.4529.5212.4542.8712.4546.5712.4546.5712.45


ENVOLVENTE AXIALEnvolvente diseo por axial de cables postensados en depsitos cilndricosACI 350.3 - 06

fpu cables = 19,000 kgf / cm2cable f 3/5", As = 1.400 cm2Prdidas estimadas = 28 %Esfuerzo de tensin en los cables, 0.70 fpu = 13,300 kgf / cm2Resistencia a compresin del concreto, f'c = 350 kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c = 158 kgf / cm2Espesor de la pared del depsito, tw = 40 cm

N (+) TensinN (-) CompresinalturaprofundidadN1 (+)As1 horiz. (+)DiseoN2 (+)As2 horiz. (+)DiseoN3 (+)As3 horiz. (+)DiseoN4 (+)As4 horiz. (+)DiseoN5 (+)As5 horiz. (+)DiseoN6 (+)As6 horiz. (+)DiseoN (+)As horiz. (+)Diseoy(m)mtftf# cablestftf# cablestftf# cablestftf# cablestftf# cablestftf# cablestftf# cables24.6004.000130.81213.66010129.74113.54910129.74113.54910129.74113.54910129.74113.54910129.74113.54910130.81213.6601024.0004.600137.92814.40411137.32814.34111137.32814.34111137.32814.34111137.32814.34111137.32814.34111137.92814.4041123.0005.600150.16715.68212150.05915.67012150.05915.67012150.05915.67012150.05915.67012150.05915.67012150.16715.6821222.0006.600162.88317.00913162.88317.00913163.12317.03513163.30717.05413163.58417.08313163.65817.09013163.65817.0901321.0007.600175.78318.35714175.78318.35714176.07718.38714176.30318.41114176.64318.44614176.73318.45614176.73318.4561420.0008.600188.74919.71115188.74919.71115188.92719.72915189.06519.74415189.27119.76515189.32619.77115189.32619.7711519.0009.600201.77021.07016201.77021.07016201.83821.07716201.89021.08316201.96921.09116201.99021.09316201.99021.0931618.00010.600214.83922.43517214.83922.43517214.84722.43617214.85322.43717214.86222.43817214.86522.43817214.86522.4381717.00011.600227.95623.80518227.95223.80518227.95123.80418227.95123.80418227.95123.80418227.95123.80418227.95623.8051816.00012.600241.11025.17918241.10625.17818241.10125.17818241.10125.17818241.10125.17818241.10125.17818241.11025.1791815.00013.600254.29326.55519254.29026.55519254.28226.55419254.28226.55419254.28226.55419254.28226.55419254.29326.5551914.00014.600267.48827.93320267.48627.93320267.48127.93220267.47827.93220267.47827.93220267.47827.93220267.48827.9332013.00015.600280.65929.30921280.65929.30921280.65929.30921280.65929.30921280.66029.30921280.66129.30921280.66129.3092112.00016.600293.78130.67922293.78130.67922293.78130.67922293.78130.67922293.79530.68022293.80230.68122293.80230.6812211.00017.600306.82132.04123306.82132.04123306.82132.04123306.82132.04123306.85532.04423306.87132.04623306.87132.0462310.00018.600319.86033.40224319.86033.40224319.86033.40224319.86033.40224319.91433.40824319.94033.41124319.94033.411249.00019.600333.22934.79825333.22934.79825333.22934.79825333.22934.79825333.27234.80325333.29334.80525333.29334.805258.00020.600347.91136.33226347.87836.32826347.77236.31726347.69136.30926347.63336.30326347.63336.30326347.91136.332267.00021.600365.52538.17128365.34638.15228364.76638.09228364.31938.04528364.00638.01228364.00638.01228365.52538.171286.00022.600386.27940.33829385.85440.29429384.47440.15029383.41240.03929382.66939.96129382.66939.96129386.27940.338295.00023.600407.20042.52331406.56242.45631404.48742.24031402.89042.07331401.77341.95630401.77341.95630407.20042.523314.00024.600415.60943.40132415.22343.36131413.97043.23031413.00743.12931412.33243.05931412.33243.05931415.60943.401323.00025.600396.30641.38530396.30641.38530396.30641.38530396.30641.38530398.65241.63030399.82541.75330399.82541.753302.00026.600332.46434.71825332.46434.71825332.46434.71825332.46434.71825342.45935.76226347.45736.28426347.45736.284261.00027.600222.12623.19617222.12623.19617222.12623.19617222.12623.19617243.98725.47919254.91826.62120254.91826.621200.40028.200161.82616.89913161.82616.89913161.82616.89913161.82616.89913190.04519.84615204.15421.31916204.15421.31916529528528528532534536


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Analisis Sismico de Un Deposito CIRCULAR

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