Analisis Sismico de Un Deposito CIRCULAR TRUJILLO Y BORRAR

Hoja1Anlisis ssmico de un depsito cilndricoAnlisis ssmico de depsitos cilndricos1ACI 350.3 - 062Referencia alresult. de3ConceptoReglamentosmbolounidadesla frmula4Datos de los materiales:5Peso volumtrico del lquidogLtf / m31.0006Peso volumtrico del concretogctf / m32.4007Resistencia del concretofckgf / cm08Resistencia del acerofykgf / cm09Mdulo de elasticidad del concretoEckgf / cm010Geometra del depsito11Dimetro interiorDm9.66012Altura de la paredHwm0.00013Altura del lquidoHLm4.09014Espesor uniforme de la paredtwm0.00015Peso de la cubiertaWrtf33.12016Altura al c.g. de la cubiertahrm25.70017Espesor supuesto de la losa de fondohfm0.00018Datos ssmicos del sitio y de la estructuraMxima aceleracin para periodo 0.2 s0.000Mxima aceleracin para periodo 1 s0.000Coeficiente Fa0.000Coeficiente Fv0.00019Aceleracin de diseo para periodo cortoSDSs/unidades0.00020Aceleracin de diseo para periodo 1 sSD1s/unidades0.00021Factor de importancia de la estructuraTabla 4.1.1(a)Is/unidades1.2522Factor de modificacin de la respuestaTabla 4.1.1(b)Ris/unidades3.0023Factor de modificacin de la respuestaTabla 4.1.1(b)Rcs/unidades12425Clculo de las componentes del pesoPeso total del lquido almacenadoWLtf299.75626Peso de las paredes del depsitoWwtf0.00027Peso impulsivo del lquido almacenadoEc. (9-15)Witf141.731Peso convectivo del lquido almacenadoEc. (9-16)Wctf149.01328Peso de la cubierta del depsitoWrtf33.12029Coeficiente de la masa efectivaEc. (9-45)es/unidades0.655Peso dinmico efectivo de la pared del dep.Wetf0.000Suma de Ww + Wr + WiSWttf174.8513132Altura sobre la base de la pared de su centro de gravedadSecc. R9.2.4hwm0.00033Centroide de las masas de la pared y la impulsivaSecc. R9.2.4hm1.534Rigidez a flex. de un ancho unit. de la paredSecc. R9.2.4kkgf / cm0.00034353637aceleracin de la gravedadgm/seg9.80038Coeficiente de frecuencia,Fig. 9.3.4(a)Cws/unidades0.15639Coeficiente de frecuencia para tanques tipo 2.1 y 2.2Ec. (9-24)CIs/unidades0.00040Frecuencia natural circular de la masa impulsivaEc. (9-23)wirad/seg0.00041Periodo natural de oscilacin del dep.+ la comp. ImpulsivaEc. (9-25)Tiseg0.00042Coeficiente lEc. ( 9-29)ls/unidades5.74843Frec. natural de la componente convectivaEc. (9-28)wcrad/seg1.84944Periodo natural de oscilacin del dep.+ la comp. convectivaEc. (9-30)Tcseg3.398CoeficienteEc. (9-34)TSs/unidades0.00045Amplificacin espectralEcs. (9-32), (9-33)Cis/unidades0.00046Amplificacin espectralEcs. (9-37), (9-38)Ccs/unidades0.0004748Clculo de las fuerzas laterales ssmicas49Fuerza de inercia de la masa de la paredEc. (4-1)Pwtf0.00050Fuerza de inercia de la masa de la cubiertaEc. (4-2)Prtf0.00051Suma de las fuerzas de inerciaPmtf0.00052Fuerza lateral impulsiva del lquidoEc. (4-3)Pitf0.00053Fuerza lateral convectiva del lquidoEc. (4-4)Pctf0.00054Cortante en la base, para el clculo del cortante tangencialEc. (4-5)Vtf0.0005556Puntos de aplicacin de Pw, Pi y PcAltura sobre la base de la pared, al c.g. de la fza impulsivaEc. (9-17), (9-18)him1.534Altura sobre la base de la pared, al c.g. de la fza convectivaEc. (9-19)hcm2.378Altura sobre la base, incluyendo la presin en la baseEc. (9-20), (9-21)him3.814Altura sobre la base, incluyendo la presin en la baseEc. (9-22)hcm3.546Aceleracin verticalRelacin de las aceleraciones vert/horizSeccin 4.1.4.1bs/unidades0.667Periodo natural de vibracinn del movimiento vertical del lquidoEc (9-31)Tvseg0.00057Amplificacin espectral del movimiento verticalSecc. 4.1.4.2, Ec.(4-16)Cts/unidades0.000Factor de amplificacin espectral para el movimiento verticalEc. (4-15)vs/unidades0.000Presiones 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 / m4.090Presin hidrodinmica phy debida a la acel. verticalEc.(4-14); HL =0phytf / m0.000Presin hidrodinmica phy debida a la acel. verticalEc.(4-14); HL =HLphytf / m0.000Presin de la pared por unidad de alturaR5.3.3Pmytf / m0.000Presin hidrodinmica Piy, en la superficieR5.3.3Pi y=HLtf / m0.000Presin hidrodinmica Piy, en el fondoR5.3.3Pi y=0tf / m0.000Presin hidrodinmica Pcy, en la superficieR5.3.3Pc y=HLtf / m0.000Presin hidrodinmica Pcy, en el fondoR5.3.3Pc y=0tf / m0.000Presin en la pared por unidad de altura y de anchoR5.3.3pmytf / m0.000Presin hidrodinmica piy, en la superficieR5.3.3piytf / m0.000Presin hidrodinmica piy, en el fondoR5.3.3piytf / m0.000Presin hidrodinmica pcy, en la superficieR5.3.3pcytf / m0.000Presin hidrodinmica pcy, en el fondoR5.3.3pcytf / m0.000Cortante tangencial*qmx= (0.8V/pR)sen f, mximo para f = 90 gradosR5.2.2qmxtf / m0.000Momentos flexionantes en las paredes del depsitoMomento de la paredEc. (4-6)Mwtf m0.000Momento de la cubiertaEc. (4-7)Mrtf m0.000Momento total de las masasMmtf m0.000Momento de la fuerza impulsivaEc. (4-8)Mitf m0.000Momento de la fuerza convectivaEc. (4-9)Mctf m0.000Momento flexionante totalEc. (4-10)Mbtf m0.000Momento de volteoMomento de volteo de la paredEc. (4-6)Mowtf m0.000Momento de volteo de la cubiertaEc. (4-7)Mortf m0.000Momento de volteo de las masasMomtf m0.000Momento de la fuerza impulsivaEc. (4-11)Moitf m0.000Momento de la fuerza convectivaEc. (4-12)Moctf m0.000Momento de volteo totalEc. (4-13)Mo IBPtf m0.000Desplazamiento de la superficie del aguadmx=(D/2)* Cc * ISecc. 7.1dmxm0.000Revisin de la estabilidad: DeslizamientoDimensin del alero de la zapatam1.500Dimetro total: D + 2tw + 2 alerosm12.660Peso de las paredes del depsitocopiado de rengln F42tf0.000Peso de la cubiertacopiado de rengln F17tf33.120Peso de la losa de basetf0.000peso del lquidocopiado del rengln F41tf299.756Peso totaltf332.876Coeficiente de friccin entre el concreto y el suelos/unidades0.580Cortante en la basecopiado del rengln F82tf0.000Factor de seguridad al deslizamientos/unidades0.000Revisin de la estabilidad: VolteoMomento resistentetf m2,107.103Factor de seguridad al volteo: Mom. resistente/Mom. volteos/unidades0.000Presin en el terrenoBrazo de palanca [(Mom. Resistent - Mom Volteo)/peso total)]m0.000Excentricidad (D'/2- brazo de palanca)em0.000rea de la basem2125.880Esfuerzo mximo (frmula de la escuadra )smxtf / m20.000Esfuerzo mnimo (frmula de la escuadra )smntf / m20.000

&L&D&CDepsitos Circulares&RLm 1&P

Hoja2Anlisis ssmico de depsitos cilndricosACI 350.3 - 06tw0.000mD9.660mHw0.000mHL4.090mFrmulasphidrostticagL*(HL-y)Pm0.000tfpvertical*gL*(HL-y)Pi0.000tfPmyPm/(2*Hw)pmy2*Pwy/(p*D)Pc0.000tfPiyPi*(4HL -6hi-(6HL-12hi).y/HL)/2HL^2piy4*Piy*cosq/(p*D)hi1.534mPcyPc*(4HL -6hc-(6HL-12hc).y/HL)/2HL^2pcy32*Pcy*cosq/(9*p*D)hc2.378mpy[(pwy+piy)2+pcy2+pvert2]1/20.000q0gL1.000tf / m3a =901.5708Ec0kgf / cm2b =00.0000pgas410kgf / m2d =00.0000m0.000011/Cj =320.5585n0.20q (+) =11.02840.1925Ti38CLquidoGasq (-) =14.75240.2575To15Cb =0.0000M0 =0.000tf mM0 =0.000tf mgsuelo =1,700kgf / m3r4.830mb3 =0.0000Q0 =0.000tfQ0 =0.000tfKa =0.307kh =0.224H4.090mp / b =0.000Kae (+) =0.437kv =0.15Df6.200mq = 0 gradosH2 / r tw =0.000Kae (-) =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 / m24.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0004.0900.0000.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.0000.0000.0000.0001.9800.0000.00028.000-23.910-23.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00028.000-23.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-115.4850.0000.0001.9800.0000.00027.000-22.910-22.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00027.000-22.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-110.6550.0000.0001.9800.0000.00026.000-21.910-21.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00026.000-21.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-105.8250.0000.0001.9800.0000.00025.000-20.910-20.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00025.000-20.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-100.9950.0000.0001.9800.0000.0000.0004.0904.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0000.0004.0900.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.00019.7550.0000.0001.9800.0000.00024.000-19.910-19.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00024.000-19.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-96.1650.0000.0001.9800.0000.00023.000-18.910-18.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00023.000-18.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-91.3350.0000.0001.9800.0000.00022.000-17.910-17.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00022.000-17.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-86.5050.0000.0001.9800.0000.00021.000-16.910-16.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00021.000-16.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-81.6750.0000.0001.9800.0000.00020.000-15.910-15.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00020.000-15.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-76.8450.0000.0001.9800.0000.00019.000-14.910-14.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00019.000-14.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-72.0150.0000.0001.9800.0000.00018.000-13.910-13.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00018.000-13.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-67.1850.0000.0001.9800.0000.00017.000-12.910-12.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00017.000-12.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-62.3550.0000.0001.9800.0000.00016.000-11.910-11.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00016.000-11.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-57.5250.0000.0001.9800.0000.00015.000-10.910-10.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00015.000-10.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-52.6950.0000.0001.9800.0000.00014.000-9.910-9.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00014.000-9.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-47.8650.0000.0001.9800.0000.00013.000-8.910-8.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00013.000-8.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-43.0350.0000.0001.9800.0000.00012.000-7.910-7.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00012.000-7.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-38.2050.0000.0001.9800.0000.00011.000-6.910-6.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00011.000-6.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-33.3750.0000.0001.9800.0000.00010.000-5.910-5.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.00010.000-5.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-28.5450.0000.0001.9800.0000.0009.000-4.910-4.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0009.000-4.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-23.7150.0000.0001.9800.0000.0008.000-3.910-3.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0008.000-3.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-18.8850.0000.0001.9800.0000.0007.000-2.910-2.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0007.000-2.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-14.0550.0000.0001.9800.0000.0006.000-1.910-1.9100.0000.0000.0000.0000.1710.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0006.000-1.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-9.2250.0000.0001.9800.0000.0000.1040.0660.1710.1040.6870.7925.000-0.910-0.9100.0000.0000.0000.0001.0240.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0005.000-0.9100.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.000-4.3950.0000.0001.9800.0000.0000.6270.3971.0240.6274.1234.7504.0000.0900.0900.0000.0000.0000.0001.8770.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0004.0000.0900.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.0000.4350.0000.0001.9800.0000.0001.1490.7281.8771.1497.5608.7093.0001.0901.0900.0000.0000.0000.0002.7300.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0003.0001.0900.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.0005.2650.0000.0001.9800.0000.0001.6711.0592.7301.67110.99612.6672.0002.0902.0900.0000.0000.0000.0003.5840.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0002.0002.0900.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.00010.0950.0000.0001.9800.0000.0002.1941.3903.5842.19414.43216.6261.0003.0903.0900.0000.0000.0000.0004.4370.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0001.0003.0900.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.00014.9250.0000.0001.9800.0000.0002.7161.7214.4372.71617.86820.5840.0004.0904.0900.0000.0000.0000.0005.2900.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0000.0004.0900.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.00019.7550.0000.0001.9800.0000.0003.2392.0525.2903.23921.30424.5430.0004.0904.0900.0000.0000.0000.0005.2900.0000.0000.0000.0000.0000.00000.0000.0000.0000.0000.0000.0000.0000.0000.0004.0900.0000000.0000000.0000000.0000000.0000000.0000000.0000.0000.00019.7550.0000.0001.9800.0000.0003.2392.0525.2903.23921.30424.543

&L&D&CDepsitos Circulares&RLm 2&P

AXIALDiseo por axial de cables postensados y revisin a compresin de la seccin de concreto en depsitos cilndricosACI 350.3 - 06fpu cables =19,000kgf / cm2cable f 3/5", As =1.400cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13,300kgf / cm2Resistencia a compresin del concreto, f'c =0kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =0kgf / cm2Espesor de la pared del depsito, tw =0cmTi =38CTo =15CN (+) TensinN (-) CompresinalturaprofundidadN parcialN temp.N totalN tensin diseoAs horiz.DiseoN compresin diseoN permisible a comp.Revision a comp.y(m)mtftftftfcm2# cablestftf0.0004.0900.0000.0000.0000.0000.0000.0000.000024.000-19.9100.0000.0000.0000.0000.0000.0000.000023.000-18.9100.0000.0000.0000.0000.0000.0000.000022.000-17.9100.0000.0000.0000.0000.0000.0000.000021.000-16.9100.0000.0000.0000.0000.0000.0000.000020.000-15.9100.0000.0000.0000.0000.0000.0000.000019.000-14.9100.0000.0000.0000.0000.0000.0000.000018.000-13.9100.0000.0000.0000.0000.0000.0000.000017.000-12.9100.0000.0000.0000.0000.0000.0000.000016.000-11.9100.0000.0000.0000.0000.0000.0000.000015.000-10.9100.0000.0000.0000.0000.0000.0000.000014.000-9.9100.0000.0000.0000.0000.0000.0000.000013.000-8.9100.0000.0000.0000.0000.0000.0000.000012.000-7.9100.0000.0000.0000.0000.0000.0000.000011.000-6.9100.0000.0000.0000.0000.0000.0000.000010.000-5.9100.0000.0000.0000.0000.0000.0000.00009.000-4.9100.0000.0000.0000.0000.0000.0000.00008.000-3.9100.0000.0000.0000.0000.0000.0000.00007.000-2.9100.0000.0000.0000.0000.0000.0000.00006.000-1.9100.0000.0000.0000.0000.0000.0000.00005.000-0.9100.0000.0000.0000.0000.0000.0000.00004.0000.0900.0000.0000.0000.0000.0000.0000.00003.0001.0900.0000.0000.0000.0000.0000.0000.00002.0002.0900.0000.0000.0000.0000.0000.0000.00001.0003.0900.0000.0000.0000.0000.0000.0000.00000.0004.0900.0000.0000.0000.0000.0000.0000.00000

&L&D&CDepsitos Circulares&RDiseo de cables&P

FLEXIONDiseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy =0kgf / cm2f'c =0kgf / cm2tw =0cmTi =38CTo =15CM (+) 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 / m0.0004.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0024.000-19.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0023.000-18.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0022.000-17.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0021.000-16.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0020.000-15.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0019.000-14.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0018.000-13.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0017.000-12.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0016.000-11.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0015.000-10.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0014.000-9.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0013.000-8.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0012.000-7.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0011.000-6.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.0010.000-5.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.009.000-4.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.008.000-3.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.007.000-2.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.006.000-1.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.005.000-0.9100.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.004.0000.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.003.0001.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.002.0002.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.001.0003.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.000.0004.0900.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000.00

&L&D&CDepsitos Circulares&RDiseo por flexin&P

CORTANTEDiseo por cortante en las paredes de depsitos cilndricosACI 350 - 06 Secc. 21.6 y Secc. 11.7fy =0kgf / cm2f'c =0kgf / cm2f =0.85D =966cmtw =0cmhw =0cmlw =100cmV base =0kgfq mx =0kgf / mVUE =0kgfqUE mx =0kgf / mVU =0kgf0CORTANTE TANGENCIALhw / lw =0.000f Vc =0kgfac =0.800f Vs =0kgfr t1 =0.000000Av / s =0.000000r t =0.000000r t2 =0.000000Av t =0.00cm2 / mr l =0.000000ACI 350 Secc. 7.12.2.1Av l =0.00cm2 / mCORTANTE POR FRICCINCoeficiente de friccin, m =1.0ACI 350 Secc. 11.7.4.3Coeficiente, l =1.0ACI 350 Secc. 11.7.4.3Avf =0.00cm2f Vn =0kgf0.2 f'c Ac =0kgf56 Ac =0kgf00

&L&D&CDepsitos Circulares&RDiseo por cortante&P

F1Diseo por flexin en las paredes de depsitos cilndricosACI 350.3 - 06fy =4200kgf / cm2f'c =350kgf / cm2tw =40cmTi =15CTo =19CM (+) 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 =4200kgf / cm2f'c =350kgf / cm2tw =40cmTi =15CTo =15CM (+) 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 =4200kgf / cm2f'c =350kgf / cm2tw =40cmTi =15CTo =2CM (+) 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 =4200kgf / cm2f'c =350kgf / cm2tw =40cmTi =15CTo =-8CM (+) 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 =4200kgf / cm2f'c =350kgf / cm2tw =40cmTi =15CTo =-23CM (+) 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 =4200kgf / cm2f'c =350kgf / cm2tw =40cmTi =15CTo =-27CM (+) 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 =19000kgf / cm2cable f 3/5", As =1.4cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13300kgf / cm2Resistencia a compresin del concreto, f'c =350kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =157.5kgf / cm2Espesor de la pared del depsito, tw =40cmTi =15CTo =19CN (+) 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 =19000kgf / cm2cable f 3/5", As =1.4cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13300kgf / cm2Resistencia a compresin del concreto, f'c =350kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =157.5kgf / cm2Espesor de la pared del depsito, tw =40cmTi =15CTo =15CN (+) 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 =19000kgf / cm2cable f 3/5", As =1.4cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13300kgf / cm2Resistencia a compresin del concreto, f'c =350kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =157.5kgf / cm2Espesor de la pared del depsito, tw =40cmTi =15CTo =2CN (+) 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 =19000kgf / cm2cable f 3/5", As =1.4cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13300kgf / cm2Resistencia a compresin del concreto, f'c =350kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =157.5kgf / cm2Espesor de la pared del depsito, tw =40cmTi =15CTo =-8CN (+) 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 =19000kgf / cm2cable f 3/5", As =1.4cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13300kgf / cm2Resistencia a compresin del concreto, f'c =350kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =157.5kgf / cm2Espesor de la pared del depsito, tw =40cmTi =15CTo =-23CN (+) 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 =19000kgf / cm2cable f 3/5", As =1.4cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13300kgf / cm2Resistencia a compresin del concreto, f'c =350kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =157.5kgf / cm2Espesor de la pared del depsito, tw =40cmTi =15CTo =-27CN (+) 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 - 06fy =0kgf / cm2f'c =0kgf / cm2tw =0cmM (+) Tensin en la cara exteriorM (-) Tensin en la cara interioralturaprofundidadAs1 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 / m0.0004.0906.006.006.006.006.006.0010.336.0017.326.0019.226.0019.226.0024.000-19.9106.006.006.006.006.006.0010.506.0017.616.0019.546.0019.546.0023.000-18.9106.006.006.006.006.006.0010.436.0017.496.0019.406.0019.406.0022.000-17.9106.006.006.006.006.006.0010.256.0017.186.0019.066.0019.066.0021.000-16.9106.006.006.006.006.006.0010.126.0016.966.0018.826.0018.826.0020.000-15.9106.006.006.006.006.006.0010.066.0016.866.0018.706.0018.706.0019.000-14.9106.006.006.006.006.006.0010.056.0016.836.0018.686.0018.686.0018.000-13.9106.006.006.006.006.006.0010.056.0016.846.0018.696.0018.696.0017.000-12.9106.006.006.006.006.006.0010.066.0016.866.0018.706.0018.706.0016.000-11.9106.006.006.006.006.006.0010.066.0016.866.0018.716.0018.716.0015.000-10.9106.006.006.006.006.006.0010.066.0016.876.0018.716.0018.716.0014.000-9.9106.006.006.006.006.006.0010.066.0016.866.0018.716.0018.716.0013.000-8.9106.006.006.006.006.006.0010.066.0016.856.0018.706.0018.706.0012.000-7.9106.006.006.006.006.006.0010.056.0016.856.0018.696.0018.696.0011.000-6.9106.006.006.006.006.006.0010.066.0016.866.0018.716.0018.716.0010.000-5.9106.006.006.006.006.006.0010.106.0016.926.0018.776.0018.776.009.000-4.9106.006.006.006.006.006.0010.206.0017.046.0018.906.0018.906.008.000-3.9106.006.006.006.006.006.0010.346.0017.226.0019.096.0019.096.007.000-2.9106.006.006.006.006.006.0010.396.0017.296.0019.166.0019.166.006.000-1.9106.006.006.006.006.006.0010.086.0016.876.0018.726.0018.726.005.000-0.9106.006.006.006.006.006.008.896.0015.336.0017.086.0017.086.004.0000.0906.006.006.006.006.006.006.476.0012.196.0013.746.0013.746.003.0001.0906.007.366.007.366.007.366.007.368.287.369.607.369.607.362.0002.0906.007.876.007.876.007.876.007.877.747.879.047.879.047.871.0003.0906.006.006.006.007.736.0012.826.0020.686.0022.826.0022.826.000.0004.09021.1212.4521.1212.4521.1212.4529.5212.4542.8712.4546.5712.4546.5712.45


ENVOLVENTE AXIALEnvolvente diseo por axial de cables postensados en depsitos cilndricosACI 350.3 - 06fpu cables =19,000kgf / cm2cable f 3/5", As =1.400cm2Prdidas estimadas =28%Esfuerzo de tensin en los cables, 0.70 fpu =13,300kgf / cm2Resistencia a compresin del concreto, f'c =0kgf / cm2Esfuerzo permisible de compresin en la fibra extrema, 0.45 f'c =0kgf / cm2Espesor de la pared del depsito, tw =0cmN (+) 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# cables0.0004.090130.81213.66010129.74113.54910129.74113.54910129.74113.54910129.74113.54910129.74113.54910130.81213.6601024.000-19.910137.92814.40411137.32814.34111137.32814.34111137.32814.34111137.32814.34111137.32814.34111137.92814.4041123.000-18.910150.16715.68212150.05915.67012150.05915.67012150.05915.67012150.05915.67012150.05915.67012150.16715.6821222.000-17.910162.88317.00913162.88317.00913163.12317.03513163.30717.05413163.58417.08313163.65817.09013163.65817.0901321.000-16.910175.78318.35714175.78318.35714176.07718.38714176.30318.41114176.64318.44614176.73318.45614176.73318.4561420.000-15.910188.74919.71115188.74919.71115188.92719.72915189.06519.74415189.27119.76515189.32619.77115189.32619.7711519.000-14.910201.77021.07016201.77021.07016201.83821.07716201.89021.08316201.96921.09116201.99021.09316201.99021.0931618.000-13.910214.83922.43517214.83922.43517214.84722.43617214.85322.43717214.86222.43817214.86522.43817214.86522.4381717.000-12.910227.95623.80518227.95223.80518227.95123.80418227.95123.80418227.95123.80418227.95123.80418227.95623.8051816.000-11.910241.11025.17918241.10625.17818241.10125.17818241.10125.17818241.10125.17818241.10125.17818241.11025.1791815.000-10.910254.29326.55519254.29026.55519254.28226.55419254.28226.55419254.28226.55419254.28226.55419254.29326.5551914.000-9.910267.48827.93320267.48627.93320267.48127.93220267.47827.93220267.47827.93220267.47827.93220267.48827.9332013.000-8.910280.65929.30921280.65929.30921280.65929.30921280.65929.30921280.66029.30921280.66129.30921280.66129.3092112.000-7.910293.78130.67922293.78130.67922293.78130.67922293.78130.67922293.79530.68022293.80230.68122293.80230.6812211.000-6.910306.82132.04123306.82132.04123306.82132.04123306.82132.04123306.85532.04423306.87132.04623306.87132.0462310.000-5.910319.86033.40224319.86033.40224319.86033.40224319.86033.40224319.91433.40824319.94033.41124319.94033.411249.000-4.910333.22934.79825333.22934.79825333.22934.79825333.22934.79825333.27234.80325333.29334.80525333.29334.805258.000-3.910347.91136.33226347.87836.32826347.77236.31726347.69136.30926347.63336.30326347.63336.30326347.91136.332267.000-2.910365.52538.17128365.34638.15228364.76638.09228364.31938.04528364.00638.01228364.00638.01228365.52538.171286.000-1.910386.27940.33829385.85440.29429384.47440.15029383.41240.03929382.66939.96129382.66939.96129386.27940.338295.000-0.910407.20042.52331406.56242.45631404.48742.24031402.89042.07331401.77341.95630401.77341.95630407.20042.523314.0000.090415.60943.40132415.22343.36131413.97043.23031413.00743.12931412.33243.05931412.33243.05931415.60943.401323.0001.090396.30641.38530396.30641.38530396.30641.38530396.30641.38530398.65241.63030399.82541.75330399.82541.753302.0002.090332.46434.71825332.46434.71825332.46434.71825332.46434.71825342.45935.76226347.45736.28426347.45736.284261.0003.090222.12623.19617222.12623.19617222.12623.19617222.12623.19617243.98725.47919254.91826.62120254.91826.621200.0004.090161.82616.89913161.82616.89913161.82616.89913161.82616.89913190.04519.84615204.15421.31916204.15421.31916529528528528532534536


MBD0006312A.unknown

MBD0006B97B.unknown

MBD00057232.unknown

MBD000595D5.unknown

Analisis Sismico de Un Deposito CIRCULAR TRUJILLO Y BORRAR

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Transcript of Analisis Sismico de Un Deposito CIRCULAR TRUJILLO Y BORRAR