Memoria Final

MEMORIA DE CLCULO ESTRUCTURAL

MEMORIA DE CLCULO ESTRUCTURAL

DISEO ESTRUCTURAL TANQUE DISTRIBUCIONCONSTRUCCIN SISTEMA DE ACUEDUCTO INTERVEREDALDE LA ZONA BAJAMUNICIPIO DE JAMBALO - CAUCA

MEMEORIA TECNICA Y ANALISIS ESTRUCTURALES

La vulnerabilidad fsica de los componentes de agua potable pueden producirse por el diseo estructural inadecuado de los mismos. Las dimensiones, el tipo de material y el no apyo de la tecnologa al servicio de clculos estructurales por medio de mtodos aprpiados como los elementos finitos, el no apoyarse de estas ayudas acompaado de un analisi de una sola parte del componente que se desea anlizar y disear, se traduce en diseos defectuosos que se videncian con el paso de la edad de la infraestructura y por consiguiente su deterioro y eventual falla en sus elementos estructurales.

NORMA DE DISEO

Los diseos estructurales del presente elemento debe satisfacer los requisitos de diseo contenidos en la norma NSR 10 y apyandose en el documento ACI 318S-08. Centrndose en el capitulo C 23 TANQUES Y ESTRUCTURAS PARA INGENIERIA AMBIENTAL DE CONCRETO.

METODO DE DISEOLa estructura ha sido diseada de acuerdo a los mtodos de diseo por estados limtes de resistencia. En le primer mtodo, el refuerzo es calculado par aresistir las cargas de servicio multiplicads por factores de carga especificados en la norma NSR 10 y documentos de apoyo ACI 318, y las resistencias nominales calculadas multiplicadas por factores de reduccin de resistencia especificadas en la norma con el fin de controlar el agrietamiento y fisuracion.En el segundo mtodo, el esfuerzo de trabajo es resistido por el hormign.

1. MATERIALES

Las caractersticas del concreto y el acero de refuerzo se los asume con las siguientes caractersticas :Concreto : f`c = 210 Kg/cm Acero corrugado . 4200 Kg/cm

2. PLANTEAMIENTO , ANALISIS Y DISEO ESTUCTURAL

El calculo de muros y lozas se lo han hecho considerando las siguientes fuerzas:

Empuje activo del suelo, considerando una distribucin triangular, siendo cero en el borde superior del muro y el mximo obedeciendo a un factor de seguridad en el borde inferior.Para el calculo del empuje activo se asume un valor del angulo de friccion interna en el suelo de 28 grados y el peso especifico del suelo de 1.81 Ton/m, mayorando con un factor de seguridad con valor de 3El peso especifico del concreto de 2.4 Ton/m

El objetivo del anlisis es verificar si las estructuras necesitan o no el acero de refuerzo y cual es la capacidad resistente minima de la estructura e implementarle la cantidad de acero de refuerzo minima exigida por norma y al mismo tiempo que resista los esfuerzos a que la estructura ser sometida.

3. GEOMETRA DEL TANQUE Y CARACTERSTICAS GENERALES

Presenta las siguientes caractersticas : lado, ancho y altura libres.Lado 3.25 mtAncho 3.25 mtAltura 2.3 mtEspesor de muros = 25 cmEspesor de loza de fondo 25 cmEspesor de losa de cubierta 20 cmEl espesor del muro se ha asumido por el capitulo C23 C 14. 3. El espesor del muro no debe ser menor a 250 milimetros, y si estos superan una altura de 3 metros el espesor minimo ser de 300 milimetros. El espaciemiento del refuerzo de retracciion no debe exeder los 300 mm y el tamao minimo de barra ser No 4.De conformidad con la unidad 10.5.1 de ACI 318-08, el refuerzo mnimo en cualquier seccin sujeta a flexin ser igual a:

Donde : s = la separacin de las varillas, en cmZ = el ancho lmite superficial promedio (tabla 4.2)A = 2dcSfs = esfuerzo en el acero en condiciones de servicio, en kg/cm2dc = recubrimiento del concreto medido desde la fibra extrema de tensin, al centro de la varilla ms prxima a ella, en cm.

Tabla 4.2. Esfuerzos recomendados bajo cargas de servicio, para una separacin mxima de 30 cm de las varillas de refuerzo, en las estructuras de los depsitos

* La exposicin sanitaria normal se define como la exposicin a la retencin hermtica (estanca) de lquidos con pH > 5 o exposicin a soluciones sulfatadas de menos de 1 500 ppm. Las exposiciones sanitarias severas son aquellas condiciones en que se rebasan los lmites que definen la exposicin sanitaria normal.** Los valores de Z mencionados, se definen en el Reglamento ACI 318 y en estas Recomendaciones se expresan en kg/cm. La deduccin de las frmulas de control de agrietamiento estn contenidas en los Comentarios al Reglamento ACI 318R. (Vanse la ecuaciones 3-2-8 y 3-2-8.1 de nuestras Recomendaciones).*** Este valor de fs es mayor al permitido segn el artculo A.3.2 (b) de ACI-318-95, el cual considera un mximo de 1 680 kg/cm para acero con fy = 4200 kg/cm o mayor, as como para la malla de alambre soldado.Las varillas del # 7 al #11, con fy = 2 800 kg/cm, han sido suprimidas de la Norma ASTM A 615.

4. CARGAS UTILIZADAS

mu=1.82pp+2.21f+2.08h+cv+sx+szpu=3.81pp+2.805f+2.64h+cv+sx+szpu2=1.4pp+1.7f+1.6h+cv+sx+szvu=1.4pp+1.7f+1.6h+cv+sx+szvu2=1.69pp+2.21f+2.08h+cv+sx+sz

pp = peso propio

f = carga del fluido = 2.3 TON /M

0P0Distribuyendo las cargas de la siguiente manera

P1P2P3

0.83

1.66

2.5

P1= 0.415 TON/MP2= 1.245 TON/MP3= 2.075 TON/M

h= carga del suelo : densidad 1.81 TON /M3 Ka maximo 1.62 TON /M 2 FS = 3P = x Ka x H

01.660.832.5

P1= 1.59 TON /MP2= 3.21 TON /MP2= 4.86 TON /M

Cargas Ssmicas.La evaluacin de la carga ssmica se realiza a partir del mtodo anlisis Dinmico Modal Espectral. El espectro utilizado en el estudio es el dado por la NSR-10, con los parmetros sugeridos por el estudio de suelos (Ver Anexo Estudio Geotcnico). En resumen:

Espectro elstico de aceleraciones NSR-10Aa = 0.25 (Zona de Amenaza Ssmica Alta Figura A.2.3-2 NSR 10)Av = 0.25 (Zona de Amenaza Ssmica Alta Figura A.2.3-3 NSR 10)Perfil del suelo tipo BCoeficiente Fa = 1Coeficiente Fv = 1I = 1.5 (Coeficiente de importancia de Grupo de uso I V Tabla A.2.5-1 NSR 10)

T0 = 0.1 Av*Fv/Aa*Fa = 0.1 segTC = 0.48 Av*Fv/Aa*Fa = 0.48 segTL = 2.40 Fv = 2.4 seg0 seg T 0.01 seg Sa = 2.50 Aa Fa I 0.72 seg T 0.48 seg Sa = 1.20 Aa Fv I / T 2.4 seg T Sa = 1.2 Aa Fv TL I / T

5. ANLISIS SSMICO

El diseo ssmico resistente de estructuras ambientales tienen muchos puntos de visa comunes con el diseo de estructuras para edificaciones, pero parte de dos premisas diferentes que hacen que deban enfocarse de forma diferentes algunos aspectos particulares del diseo ssmico resistente.a) En las estructuras ambientales la fisuracion afecta la estanqueidad y la vida til de la estructura a un punto que debe evitarse a toda costa.b) Las estructuras ambientales excepto las recreativas, son fundamentales para la recuperacin de la comunidad deespues de un siosmo.Las dos premisas anteriores afectan, por una parte, el uso de la disipacin de la energa como una forma aceptable de reducir las fuerzas ssmicas pero a costa de permitir a la estructura trbaje fuera del rqangoinelastico con una correspondientre fisuracion, y el ehco de permitir a la estructura entrar alguna vez al rango no lineal de respuesta de operatividad de la misma pudiendo cuestionar su operatividad.Por lo anterior la posibilidad de utilizar la fuerzas de diseo reducidas por un coeficiente de modificacin de respuesta R comparativamente alto, no es aconsejable y por ende a un detallado conducente de la disipacin de energa no es aconsejable, esta situacin la han tomado varias normas de diseo sismo resistente de estructuras ambientales pero a su vez no debe tomarse como licencia para no detallar adecuaamente la estructura ambiental y afectar su operacin.Del apndice a 1 del titulo a de la NSR 10 , tomamos los requisitos para este tipo de estructuras, para cumplir con una capacidad de disipacin de energa espacial minima.La presente estructura es un tanque semi enterrado por lo tanto la norma no nos exige cumplir con el analisi ssmico, pero al mismo tiempo debemos cumplir con un diseo estructural que resista un eventual sismo, por tanto se realiza el anlis siguiente:

Anlisis Modal Espectral

MASAS:

NudoMasa XMasa YMasa ZIner.XXIner.YYIner.ZZ[Ton][Ton][Ton][Ton*m2][Ton*m2][Ton*m2]8968.780.0068.780.00269.210.00

FRECUENCIAS POR MODO:

MODOWT[RAD/SEG][SEG]1240.840.026092272.410.023073381.750.01646

PORCENTAJE DE PARTICIPACION DE MASAS

Participacin ModalMODOPart.XPart.YPart.ZRot.XRot.YRot.Z10.000.0099.980.000.020.002100.000.000.000.000.000.0030.000.000.020.0099.980.00TOTAL:100.000.00100.000.00100.000.00

MASA TOTAL

GDLMasa Total[Ton/m*Sec2]TX7.02TY0.00TZ7.02RX0.00RY27.47RZ0.00

ESPECTRO DE RESPUESTA SISMICA

T[Seg]a/g0.000000.940.010000.940.020000.940.030000.940.040000.940.050000.940.060000.940.070000.940.080000.940.090000.940.100000.940.110000.940.160000.940.210000.940.260000.940.310000.940.360000.940.410000.940.460000.940.470000.940.480000.940.680000.660.880000.511.080000.421.280000.351.480000.301.680000.271.880000.242.080000.222.280000.202.480000.182.680000.152.880000.133.080000.113.280000.103.480000.093.680000.083.880000.074.080000.064.280000.064.480000.054.680000.054.880000.055.080000.045.280000.045.480000.045.680000.035.880000.036.080000.036.280000.036.480000.036.680000.02

Estado= CM=Carga MuertaFactor de escala= 1.00Factor de amortiguamiento= 5.00

VALORES ESPECTRALES CALCULADOS

MODOWTa[RAD/SEG][SEG][m/Sec2]1240.840.026099.192272.410.023079.193381.750.016469.19

Estado= F=FLUIDOFactor de escala= 1.00Factor de amortiguamiento= 5.00



Estado= CV=CARGA VIVAFactor de escala= 1.00Factor de amortiguamiento= 1.00


MODOWTa[RAD/SEG][SEG][m/Sec2]1240.840.026099.192272.410.023079.193381.750.016469.19Estado= Sx=SISMO XFactor de escala= 1.00Factor de amortiguamiento= 5.00



Estado= Sz=SISMO ZFactor de escala= 1.00Factor de amortiguamiento= 5.00



MODOS DE VIBRAR

Desplazamientos normalizados a PHI*M*PHI=1

Modo de vibrar : 1W = 240.84 [RAD/SEG]PERIODO = 0.02609 [SEG]

DESPLAZAMIENTOS

NudoTras.XTras.YTras.ZRot.XRot.YRot.Z[phi][phi][phi][phiRot][phiRot][phiRot]890.00E+000.00E+003.77E-010.00E+00-2.96E-030.00E+00


DESPLAZAMIENTOS

NudoTras.XTras.YTras.ZRot.XRot.YRot.Z[phi][phi][phi][phiRot][phiRot][phiRot]893.77E-010.00E+000.00E+000.00E+000.00E+000.00E+00


DESPLAZAMIENTOS

NudoTras.XTras.YTras.ZRot.XRot.YRot.Z[phi][phi][phi][phiRot][phiRot][phiRot]890.00E+000.00E+005.86E-030.00E+001.91E-010.00E+00

REACCIONES BASALES

Estado : CM=Carga MuertaCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.000.000.000.000.002-64.480.000.00170594.60-112.8430.000.000.000.000.00Comb. modal-64.480.000.00170594.60-112.84

Estado : F=FLUIDOCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.000.000.000.000.002-64.480.000.00170594.60-112.8430.000.000.000.000.00Comb. modal-64.480.000.00170594.60-112.84

Estado : CV=CARGA VIVACorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.000.000.000.000.002-64.480.000.00170594.60-112.8430.000.000.000.000.00Comb. modal-64.480.000.00170594.60-112.84

Estado : Sx=SISMO XCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.000.000.000.000.002-64.480.000.00170594.60-112.8430.000.000.000.000.00Comb. modal-64.480.000.00170594.60-112.84

Estado : Sz=SISMO ZCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.0064.46170553.500.00-173.2520.000.000.000.000.0030.000.0241.100.001.94Comb. modal0.0064.47170555.300.00-173.18

Estado : MU=1.82CM+2.21F+2.08T+CV+Sx+SzCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.0064.46170553.500.00-173.252-388.810.000.001028685.00-680.4230.000.0241.100.001.94Comb. modal-388.8164.47170555.301028685.00-853.61

Estado : PU1=3.81CM+2.805F+2.64T+CV+Sx+SzCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.0064.46170553.500.00-173.252-555.490.000.001469672.00-972.1230.000.0241.100.001.94Comb. modal-555.4964.47170555.301469672.00-1145.30

Estado : PU2=1.4CM+1.7F+1.6T+CV+Sx+SzCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.0064.46170553.500.00-173.252-328.850.000.00870032.40-575.4830.000.0241.100.001.94Comb. modal-328.8564.47170555.30870032.40-748.66

Estado : VU1=1.4CM+1.7F+1.6T+CV+Sx+SzCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.0064.46170553.500.00-173.252-328.850.000.00870032.40-575.4830.000.0241.100.001.94Comb. modal-328.8564.47170555.30870032.40-748.66

Estado : VU2=1.69CM+2.2F+2.08T+CV+Sx+SzCorte [Ton]Momento [Ton*m]ModoEn XEn ZMxxMzzMyy10.0064.46170553.500.00-173.252-379.790.000.001004802.00-664.6330.000.0241.100.001.94Comb. modal-379.7964.47170555.301004802.00-837.81

6. RESULTADOS DEL ANLISIS

El diseo de se la estructura se la ha realizado por medio de el mtodo de los elementos finitos en el programa RAM ADVANSE versin 9.0 . Programado computacionalmente para calcular el campo de desplazamientos y, posteriormente, a travs de relaciones cinemticas y constitutivas las deformaciones y tensiones respectivamente, cuando se trata de un problema de mecnica de slidos deformables o ms generalmente un problema de mecnica de medios continuos. El mtodo de los elementos finitos es muy usado debido a su generalidad y a la facilidad de introducir dominios de clculo complejos (en dos o tres dimensiones)

Diseo de placas de HoAo a flexin en ejes localesNotas:- Se ha adoptado la norma NSR 10 y ACI 318-08 para el diseo- Los esfuerzos de membrana y los momentos torsores son ignorados en el diseo- "Inf" es la cara inferior de la placa (-t/2)- "Sup" es la cara superior de la placa (+t/2)- ec, es el estado de carga crtico- Momentos positivos crean traccin en -t/2, compresin en +t/2- Areas de refuerzo grandes (en el orden de 1E20) indican un error en el diseo debido a espesor insuficiente de la placa o por resistencia insuficiente del material- Se ha adoptado la cuanta mnima especificada por norma

Estados de carga que intervienen en el diseo :CM=Carga MuertaF=FLUIDOT=SUELOCV=CARGA VIVASx=SISMO XSz=SISMO ZMU=1.82CM+2.21F+2.08T+CV+Sx+SzPU1=3.81CM+2.805F+2.64T+CV+Sx+SzPU2=1.4CM+1.7F+1.6T+CV+Sx+SzVU1=1.4CM+1.7F+1.6T+CV+Sx+SzVU2=1.69CM+2.2F+2.08T+CV+Sx+SzPLACA 1Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]24Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.0023Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.004Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.0011Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.00

PLACA 3Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]23Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.0022Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.0011Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.0010Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.00

PLACA 6Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]22Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.0010Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.0021Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.001Min.0.00CMSup0.000.00CMSup0.00Max.0.00CMInf0.000.00CMInf0.00

PLACA 25Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]10Min.0.00CVSup0.000.00CVSup0.00Max.0.27PU1Inf0.340.11PU1Inf0.141Min.-0.43PU1Sup0.54-1.93PU1Sup2.46Max.0.11SzInf0.140.57SzInf0.7225Min.-0.29PU1Sup0.37-0.26PU1Sup0.33Max.0.07SzInf0.090.03SzInf0.0426Min.-0.01TSup0.01-0.34SzSup0.43Max.0.80PU1Inf1.012.38PU1Inf3.05

PLACA 26Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]25Min.-0.14PU1Sup0.170.01TSup0.00Max.0.06SzInf0.080.40PU1Inf0.5026Min.-0.13PU1Sup0.16-1.67PU1Sup2.12Max.0.05SzInf0.07-0.11CVInf0.0027Min.-0.19PU1Sup0.25-0.24PU1Sup0.31Max.0.04SzInf0.04-0.01TInf0.0028Min.-0.03TSup0.03-0.19TSup0.24Max.0.29PU1Inf0.370.86PU1Inf1.08

PLACA 27Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]27Min.-0.10PU1Sup0.13-0.06SzSup0.07Max.0.04SzInf0.040.19PU1Inf0.2428Min.-0.27PU1Sup0.34-1.76PU1Sup2.25Max.0.07SzInf0.090.12SzInf0.1529Min.-0.02TSup0.02-0.38PU1Sup0.47Max.0.07PU1Inf0.080.02SzInf0.0230Min.-0.01TSup0.01-0.30SzSup0.38Max.0.15PU1Inf0.190.85PU1Inf1.07

PLACA 28Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]29Min.-0.02TSup0.020.00TSup0.00Max.0.20PU1Inf0.260.29PU1Inf0.3630Min.-0.71PU1Sup0.90-3.19PU1Sup4.11Max.0.05SzInf0.06-0.11TInf0.005Min.0.00CVSup0.00-0.05PU1Sup0.06Max.0.21PU1Inf0.260.05SzInf0.062Min.0.00TSup0.000.00TSup0.00Max.0.43PU1Inf0.542.14PU1Inf2.73

PLACA 29Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]11Min.-0.01SzSup0.01-0.05SzSup0.06Max.0.25PU1Inf0.320.02PU1Inf0.0310Min.0.00CVSup0.000.00CVSup0.00Max.0.27PU1Inf0.340.11PU1Inf0.1431Min.-0.41PU1Sup0.51-0.33PU1Sup0.42Max.-0.03TInf0.000.00TInf0.0025Min.-0.25PU1Sup0.31-0.26PU1Sup0.33Max.0.08SzInf0.100.03SzInf0.04

PLACA 30Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]31Min.-0.24PU1Sup0.31-0.02SzSup0.02Max.-0.01CVInf0.000.36PU1Inf0.4525Min.-0.09PU1Sup0.110.00TSup0.00Max.0.08SzInf0.100.39PU1Inf0.4932Min.-0.25PU1Sup0.32-0.13PU1Sup0.17Max.-0.01CVInf0.000.06SzInf0.0727Min.-0.20PU1Sup0.26-0.25PU1Sup0.32Max.0.02SzInf0.03-0.01TInf0.00

PLACA 31Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]32Min.-0.16PU1Sup0.20-0.01TSup0.02Max.0.00CMInf0.000.31PU1Inf0.3927Min.-0.11PU1Sup0.14-0.06SzSup0.08Max.0.02SzInf0.030.19PU1Inf0.2433Min.-0.11PU1Sup0.14-0.42PU1Sup0.54Max.0.00CVInf0.000.00TInf0.0029Min.-0.02TSup0.02-0.38PU1Sup0.48Max.0.08SzInf0.100.02SzInf0.03

PLACA 32Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]33Min.-0.08SzSup0.10-0.03SzSup0.04Max.0.02PU1Inf0.020.22PU1Inf0.2829Min.-0.02TSup0.020.00TSup0.00Max.0.18PU1Inf0.230.28PU1Inf0.358Min.-0.01SzSup0.01-0.14PU1Sup0.18Max.0.19PU1Inf0.240.02TInf0.025Min.0.00CVSup0.00-0.05PU1Sup0.06Max.0.21PU1Inf0.260.05SzInf0.06

PLACA 33Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]4Min.-0.66PU1Sup0.83-3.07PU1Sup3.95Max.-0.02TInf0.000.00TInf0.0011Min.-0.01SzSup0.01-0.05SzSup0.06Max.0.25PU1Inf0.320.02PU1Inf0.0334Min.-0.04SzSup0.06-0.16TSup0.20Max.0.71PU1Inf0.903.06PU1Inf3.9431Min.-0.43PU1Sup0.54-0.32PU1Sup0.41Max.-0.03TInf0.000.01TInf0.01

PLACA 34Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]34Min.-0.24PU1Sup0.30-1.10PU1Sup1.40Max.0.00CVInf0.000.28SzInf0.3631Min.-0.27PU1Sup0.34-0.01SzSup0.02Max.-0.02TInf0.000.37PU1Inf0.4735Min.-0.07SzSup0.09-0.19TSup0.24Max.0.15PU1Inf0.190.64PU1Inf0.8032Min.-0.27PU1Sup0.34-0.13PU1Sup0.17Max.-0.01CVInf0.000.06SzInf0.07

PLACA 35Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]35Min.-0.42PU1Sup0.53-2.00PU1Sup2.55Max.-0.03CVInf0.00-0.12SzInf0.0032Min.-0.17PU1Sup0.21-0.01TSup0.01Max.0.00CVInf0.000.31PU1Inf0.3936Min.-0.05SzSup0.07-0.11TSup0.14Max.0.04PU1Inf0.051.45PU1Inf1.8533Min.-0.07VU2Sup0.09-0.41PU1Sup0.52Max.0.01CVInf0.010.00TInf0.00

PLACA 36Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]36Min.-0.81PU1Sup1.02-2.54PU1Sup3.25Max.-0.03TInf0.000.33SzInf0.4133Min.-0.07SzSup0.09-0.03SzSup0.04Max.0.07PU1Inf0.080.23PU1Inf0.293Min.-0.11SzSup0.14-0.57SzSup0.72Max.0.20PU1Inf0.261.00PU1Inf1.278Min.-0.01SzSup0.01-0.14PU1Sup0.18Max.0.19PU1Inf0.240.02TInf0.02

PLACA 37Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]8Min.-0.30PU1Sup0.37-0.07PU1Sup0.08Max.0.44SzInf0.560.09SzInf0.1137Min.-0.43SzSup0.550.00CVSup0.00Max.0.01TInf0.010.16PU1Inf0.205Min.-1.18PU1Sup1.50-0.24PU1Sup0.31Max.0.00TInf0.000.00TInf0.0038Min.0.01CVSup0.00-0.13SzSup0.16Max.0.52PU1Inf0.650.00TInf0.00

PLACA 38Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]37Min.-0.29SzSup0.360.01TSup0.00Max.2.52PU1Inf3.230.75PU1Inf0.957Min.-1.73PU1Sup2.21-0.36PU1Sup0.45Max.0.37SzInf0.460.07SzInf0.0938Min.0.01TSup0.00-0.16SzSup0.20Max.3.09PU1Inf3.980.43PU1Inf0.556Min.-2.47PU1Sup3.16-0.51PU1Sup0.64Max.0.00TInf0.00-0.01TInf0.00

PLACA 39Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]15Min.-1.12PU1Sup1.43-0.26PU1Sup0.32Max.0.21SzInf0.260.04SzInf0.0539Min.-0.30TSup0.38-0.07SzSup0.09Max.0.24PU1Inf0.310.18PU1Inf0.2340Min.-0.12PU1Sup0.16-0.12PU1Sup0.15Max.0.06SzInf0.070.01SzInf0.0141Min.-0.02CVSup0.03-0.01CVSup0.01Max.0.22PU1Inf0.280.15PU1Inf0.19

PLACA 40Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]39Min.-1.70PU1Sup2.17-0.22PU1Sup0.27Max.0.17SzInf0.210.01SzInf0.0142Min.-0.33TSup0.41-0.06SzSup0.07Max.0.19PU1Inf0.240.49PU1Inf0.6241Min.-0.05SzSup0.070.00CVSup0.00Max.0.64PU1Inf0.820.23PU1Inf0.2943Min.-0.01CMSup0.020.01SzSup0.00Max.0.42PU1Inf0.530.81PU1Inf1.03

PLACA 41Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]42Min.-1.39PU1Sup1.77-0.04TSup0.05Max.0.19SzInf0.240.18PU1Inf0.234Min.-0.53SzSup0.67-0.10SzSup0.13Max.0.06CVInf0.070.31PU1Inf0.3943Min.-0.12SzSup0.15-0.02SzSup0.02Max.0.74PU1Inf0.940.88PU1Inf1.1134Min.-0.02TSup0.02-1.17PU1Sup1.48Max.0.05SzInf0.060.00SzInf0.00

PLACA 42Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]40Min.-0.12PU1Sup0.16-0.12PU1Sup0.15Max.0.06SzInf0.070.01SzInf0.0141Min.-0.02CVSup0.030.00CMSup0.00Max.0.22PU1Inf0.280.24PU1Inf0.3044Min.-0.01TSup0.02-0.15PU1Sup0.19Max.0.17PU1Inf0.220.02SzInf0.0245Min.-0.01SzSup0.02-0.01CVSup0.01Max.0.33PU1Inf0.410.27PU1Inf0.34

PLACA 43Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]41Min.-0.05SzSup0.070.00SzSup0.00Max.0.65PU1Inf0.820.32PU1Inf0.4143Min.-0.02CMSup0.03-0.03CVSup0.03Max.0.32PU1Inf0.400.40PU1Inf0.5145Min.0.01CVSup0.000.00CVSup0.00Max.0.48PU1Inf0.610.29PU1Inf0.3746Min.-0.07SzSup0.090.00SzSup0.00Max.0.42PU1Inf0.531.01PU1Inf1.28

PLACA 44Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]43Min.-0.12SzSup0.15-0.02SzSup0.03Max.0.63PU1Inf0.800.47PU1Inf0.5934Min.-0.01TSup0.02-0.15TSup0.19Max.0.38PU1Inf0.480.50PU1Inf0.6346Min.0.00SzSup0.000.02SzSup0.00Max.0.59PU1Inf0.741.06PU1Inf1.3435Min.-0.39PU1Sup0.49-1.44PU1Sup1.83Max.-0.02CVInf0.00-0.03SzInf0.00

PLACA 45Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]44Min.-0.01TSup0.02-0.15PU1Sup0.19Max.0.17PU1Inf0.220.02SzInf0.0245Min.-0.01SzSup0.020.01CVSup0.00Max.0.35PU1Inf0.450.38PU1Inf0.4847Min.-0.01TSup0.01-0.04TSup0.05Max.0.30PU1Inf0.380.01SzInf0.0148Min.0.02TSup0.000.01CVSup0.00Max.0.57PU1Inf0.720.25PU1Inf0.32

PLACA 46Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]45Min.0.02CVSup0.000.01CVSup0.00Max.0.51PU1Inf0.650.40PU1Inf0.5146Min.-0.07SzSup0.09-0.03CVSup0.03Max.0.33PU1Inf0.410.54PU1Inf0.6948Min.-0.53PU1Sup0.67-0.01CVSup0.01Max.0.02TInf0.020.04TInf0.0649Min.0.01SzSup0.000.00SzSup0.00Max.0.62PU1Inf0.780.66PU1Inf0.84

PLACA 47Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]46Min.0.00SzSup0.00-0.02CVSup0.03Max.0.49PU1Inf0.620.59PU1Inf0.7535Min.-0.12SzSup0.15-0.20TSup0.25Max.0.02CVInf0.020.34PU1Inf0.4349Min.-0.32PU1Sup0.40-0.02SzSup0.03Max.0.05TInf0.070.46PU1Inf0.5836Min.-0.13PU1Sup0.16-1.08PU1Sup1.38Max.0.06SzInf0.070.02SzInf0.02

PLACA 48Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]47Min.-0.01TSup0.01-0.04TSup0.05Max.0.30PU1Inf0.380.01SzInf0.0148Min.0.02TSup0.000.02CVSup0.00Max.0.60PU1Inf0.760.36PU1Inf0.4614Min.0.00TSup0.000.00TSup0.00Max.2.41PU1Inf3.090.49PU1Inf0.6250Min.-2.70PU1Sup3.47-0.99PU1Sup1.26Max.-0.11TInf0.00-0.03TInf0.00

PLACA 49Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]48Min.-0.49PU1Sup0.630.00CVSup0.00Max.0.02TInf0.030.14PU1Inf0.1749Min.0.01SzSup0.00-0.02CVSup0.02Max.0.53PU1Inf0.680.26PU1Inf0.3350Min.-0.10TSup0.13-0.07PU1Sup0.09Max.1.74PU1Inf2.220.02SzInf0.0251Min.-2.11PU1Sup2.70-0.81PU1Sup1.03Max.-0.12TInf0.00-0.02TInf0.00

PLACA 50Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]49Min.-0.41PU1Sup0.51-0.04CMSup0.05Max.0.05TInf0.060.15TInf0.2036Min.0.00TSup0.00-0.10TSup0.13Max.0.26PU1Inf0.330.53PU1Inf0.6751Min.-0.12TSup0.15-0.06PU1Sup0.08Max.1.49PU1Inf1.900.03SzInf0.043Min.-1.97PU1Sup2.51-0.90PU1Sup1.14Max.-0.04TInf0.00-0.03TInf0.00

PLACA 51Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]12Min.0.00TSup0.000.01TSup0.00Max.1.54PU1Inf1.960.34PU1Inf0.4352Min.-0.71PU1Sup0.89-0.32PU1Sup0.40Max.0.30TInf0.380.05TInf0.0753Min.0.01TSup0.000.00CVSup0.00Max.0.24PU1Inf0.300.14PU1Inf0.1754Min.-0.14TSup0.18-0.11PU1Sup0.13Max.0.05SzInf0.070.02SzInf0.03

PLACA 52Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]52Min.0.12CVSup0.000.01CVSup0.00Max.2.04PU1Inf2.610.24PU1Inf0.3055Min.-0.50PU1Sup0.63-0.60PU1Sup0.76Max.0.33TInf0.410.04TInf0.0554Min.-0.75PU1Sup0.95-0.23PU1Sup0.29Max.-0.04CVInf0.000.00SzInf0.0056Min.-0.43PU1Sup0.54-0.80PU1Sup1.01Max.0.01CVInf0.020.01SzInf0.01

PLACA 53Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]55Min.0.08CVSup0.00-0.15PU1Sup0.19Max.1.77PU1Inf2.260.04TInf0.051Min.-0.89PU1Sup1.13-0.51PU1Sup0.65Max.0.05TInf0.060.06TInf0.0756Min.-0.98PU1Sup1.24-0.91PU1Sup1.15Max.-0.04CVInf0.00-0.02SzInf0.0026Min.0.00CVSup0.000.00SzSup0.01Max.0.06VU2Inf0.071.16PU1Inf1.47

PLACA 54Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]53Min.0.01TSup0.000.00CVSup0.00Max.0.24PU1Inf0.300.14PU1Inf0.1754Min.-0.13TSup0.17-0.19PU1Sup0.24Max.0.05SzInf0.070.02SzInf0.0357Min.-0.01CVSup0.020.00CVSup0.00Max.0.10SzInf0.120.19PU1Inf0.2458Min.-0.35PU1Sup0.44-0.26PU1Sup0.33Max.0.00CVInf0.000.01SzInf0.01

PLACA 55Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]54Min.-0.75PU1Sup0.95-0.32PU1Sup0.40Max.-0.04CVInf0.000.00SzInf0.0056Min.-0.33PU1Sup0.41-0.40PU1Sup0.51Max.0.02CVInf0.030.03CMInf0.0358Min.-0.40PU1Sup0.50-0.26PU1Sup0.32Max.0.04SzInf0.050.02SzInf0.0259Min.-0.55PU1Sup0.70-1.00PU1Sup1.27Max.0.00CVInf0.000.00SzInf0.01

PLACA 56Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]56Min.-0.87PU1Sup1.11-0.51PU1Sup0.65Max.-0.03CVInf0.000.02CVInf0.0226Min.-0.28PU1Sup0.35-0.46PU1Sup0.58Max.0.05SzInf0.060.15TInf0.1959Min.-0.59PU1Sup0.74-1.02PU1Sup1.30Max.0.00SzInf0.000.02SzInf0.0228Min.-0.12SzSup0.15-0.03SzSup0.03Max.0.15PU1Inf0.191.39PU1Inf1.77

PLACA 57Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]57Min.-0.01CVSup0.020.00CVSup0.00Max.0.10SzInf0.120.19PU1Inf0.2458Min.-0.38PU1Sup0.48-0.37PU1Sup0.47Max.0.00CVInf0.000.01SzInf0.0160Min.-0.19PU1Sup0.24-0.01CVSup0.01Max.0.06SzInf0.070.06PU1Inf0.0861Min.-0.45PU1Sup0.57-0.20PU1Sup0.25Max.0.06SzInf0.070.03SzInf0.03

PLACA 58Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]58Min.-0.43PU1Sup0.54-0.37PU1Sup0.46Max.0.04SzInf0.050.02SzInf0.0259Min.-0.46PU1Sup0.58-0.54PU1Sup0.68Max.0.01CVInf0.010.03CMInf0.0361Min.-0.06SzSup0.08-0.04TSup0.06Max.0.40PU1Inf0.510.01CMInf0.0162Min.-0.61PU1Sup0.77-0.66PU1Sup0.83Max.0.01SzInf0.010.00SzInf0.00

PLACA 59Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]59Min.-0.49PU1Sup0.62-0.56PU1Sup0.71Max.0.00SzInf0.000.02CMInf0.0328Min.-0.23PU1Sup0.30-0.38PU1Sup0.48Max.0.02TInf0.020.20TInf0.2562Min.-0.13SzSup0.16-0.51PU1Sup0.64Max.0.06PU1Inf0.08-0.01CVInf0.0030Min.0.01CVSup0.000.02SzSup0.00Max.0.24PU1Inf0.301.12PU1Inf1.42

PLACA 60Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]60Min.-0.19PU1Sup0.24-0.01CVSup0.01Max.0.06SzInf0.070.06PU1Inf0.0861Min.-0.48PU1Sup0.61-0.31PU1Sup0.39Max.0.06SzInf0.070.03SzInf0.0313Min.-1.96PU1Sup2.51-0.40PU1Sup0.51Max.0.23SzInf0.290.05SzInf0.0663Min.-0.26SzSup0.33-0.08SzSup0.10Max.2.18PU1Inf2.780.83PU1Inf1.06

PLACA 61Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]61Min.-0.06SzSup0.08-0.13PU1Sup0.17Max.0.37PU1Inf0.460.00SzInf0.0062Min.-0.52PU1Sup0.66-0.25PU1Sup0.31Max.0.01SzInf0.010.02CMInf0.0263Min.-1.34PU1Sup1.700.01CVSup0.00Max.0.20SzInf0.250.10PU1Inf0.1364Min.-0.19SzSup0.25-0.06SzSup0.07Max.1.72PU1Inf2.200.70PU1Inf0.89

PLACA 62Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]62Min.-0.13SzSup0.16-0.15TSup0.20Max.0.15PU1Inf0.190.04CVInf0.0530Min.-0.16PU1Sup0.20-0.52PU1Sup0.66Max.0.05SzInf0.070.10TInf0.1364Min.-1.02PU1Sup1.290.01TSup0.00Max.0.24SzInf0.300.12PU1Inf0.152Min.-0.56SzSup0.71-0.11SzSup0.14Max.0.84PU1Inf1.060.67PU1Inf0.85

PLACA 63Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]12Min.0.00TSup0.000.00TSup0.00Max.1.61PU1Inf2.050.32PU1Inf0.4052Min.-2.84PU1Sup3.65-0.47PU1Sup0.59Max.-0.12SzInf0.000.00SzInf0.0019Min.-0.01TSup0.02-0.06TSup0.08Max.0.71PU1Inf0.900.02CMInf0.0265Min.0.04SzSup0.000.00CVSup0.00Max.0.97PU1Inf1.230.48PU1Inf0.60

PLACA 64Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]52Min.-0.30TSup0.38-0.05TSup0.06Max.0.84PU1Inf1.060.32PU1Inf0.4055Min.-1.41PU1Sup1.79-0.03TSup0.04Max.0.07SzInf0.090.38PU1Inf0.4865Min.-0.01SzSup0.01-0.01CVSup0.01Max.0.37PU1Inf0.470.34PU1Inf0.4366Min.-0.05CVSup0.06-0.06CMSup0.08Max.0.19TInf0.240.27TInf0.34

PLACA 65Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]55Min.-0.33TSup0.42-0.03TSup0.04Max.1.77PU1Inf2.261.03PU1Inf1.301Min.-5.04PU1Sup6.59-1.18PU1Sup1.50Max.-0.01TInf0.00-0.01SzInf0.0066Min.-0.45PU1Sup0.56-0.08CMSup0.10Max.0.19TInf0.240.27TInf0.3510Min.-2.23PU1Sup2.85-1.62PU1Sup2.07Max.-0.03SzInf0.00-0.01SzInf0.00

PLACA 66Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]19Min.-0.01TSup0.02-0.06TSup0.08Max.0.71PU1Inf0.900.02CMInf0.0265Min.0.04SzSup0.000.00CVSup0.00Max.0.92PU1Inf1.170.42PU1Inf0.5420Min.-0.01TSup0.02-0.06TSup0.08Max.0.71PU1Inf0.900.02CVInf0.0267Min.-0.04SzSup0.05-0.02SzSup0.02Max.0.84PU1Inf1.060.39PU1Inf0.49

PLACA 67Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]65Min.-0.01SzSup0.01-0.01CVSup0.02Max.0.32PU1Inf0.410.29PU1Inf0.3666Min.-0.05CVSup0.06-0.05CMSup0.07Max.0.17TInf0.210.27TInf0.3367Min.-0.01CVSup0.01-0.01CMSup0.02Max.0.34PU1Inf0.430.28PU1Inf0.3568Min.-0.05CMSup0.06-0.05CVSup0.07Max.0.17TInf0.210.27TInf0.33

PLACA 68Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]66Min.-0.48PU1Sup0.60-0.06CMSup0.08Max.0.17TInf0.220.27TInf0.3410Min.-2.23PU1Sup2.85-1.62PU1Sup2.07Max.-0.03SzInf0.00-0.01SzInf0.0068Min.-0.52PU1Sup0.66-0.06CVSup0.08Max.0.17TInf0.220.27TInf0.3411Min.-2.17PU1Sup2.78-1.61PU1Sup2.05Max.0.03SzInf0.040.01SzInf0.01

PLACA 69Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]20Min.-0.01TSup0.02-0.06TSup0.08Max.0.71PU1Inf0.900.02CVInf0.0267Min.-0.04SzSup0.05-0.02SzSup0.02Max.0.88PU1Inf1.120.45PU1Inf0.5615Min.-0.10SzSup0.12-0.02SzSup0.02Max.1.41PU1Inf1.790.28PU1Inf0.3539Min.-2.60PU1Sup3.34-0.46PU1Sup0.58Max.0.12SzInf0.150.00SzInf0.00

PLACA 70Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]67Min.0.00CVSup0.01-0.01CMSup0.01Max.0.39PU1Inf0.490.33PU1Inf0.4268Min.-0.05CMSup0.06-0.06CVSup0.08Max.0.19TInf0.240.27TInf0.3439Min.-0.30TSup0.38-0.05TSup0.06Max.0.70PU1Inf0.880.25PU1Inf0.3142Min.-1.55PU1Sup1.97-0.04SzSup0.06Max.-0.07SzInf0.000.29PU1Inf0.37

PLACA 71Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]68Min.-0.49PU1Sup0.62-0.08CVSup0.10Max.0.19TInf0.240.27TInf0.3511Min.-2.17PU1Sup2.78-1.61PU1Sup2.05Max.0.03SzInf0.040.01SzInf0.0142Min.-0.33TSup0.42-0.03TSup0.04Max.1.76PU1Inf2.250.97PU1Inf1.224Min.-4.95PU1Sup6.47-1.17PU1Sup1.48Max.0.04SzInf0.060.01SzInf0.01

PLACA 72Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]14Min.-1.71PU1Sup2.19-0.34PU1Sup0.44Max.0.00TInf0.000.00TInf0.0050Min.-0.10TSup0.13-0.02TSup0.02Max.1.83PU1Inf2.330.00SzInf0.0018Min.-1.73PU1Sup2.21-0.31PU1Sup0.39Max.0.00TInf0.000.02TInf0.0269Min.-0.02SzSup0.03-0.01SzSup0.01Max.1.32PU1Inf1.670.72PU1Inf0.91

PLACA 73Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]50Min.-1.94PU1Sup2.47-0.79PU1Sup1.00Max.-0.08SzInf0.00-0.03TInf0.0051Min.-0.13TSup0.16-0.51PU1Sup0.64Max.0.04CVInf0.05-0.02TInf0.0069Min.-0.11PU1Sup0.130.00SzSup0.01Max.0.03TInf0.040.42PU1Inf0.5370Min.0.00SzSup0.000.01SzSup0.00Max.0.74PU1Inf0.930.94PU1Inf1.20

PLACA 74Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]51Min.-2.90PU1Sup3.73-1.10PU1Sup1.40Max.-0.01SzInf0.00-0.03SzInf0.003Min.0.00TSup0.000.01TSup0.00Max.5.08PU1Inf6.641.05PU1Inf1.3370Min.-0.33PU1Sup0.41-0.01SzSup0.01Max.0.03TInf0.040.72PU1Inf0.928Min.0.00TSup0.000.01TSup0.00Max.2.99PU1Inf3.850.61PU1Inf0.78

PLACA 75Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]18Min.-1.73PU1Sup2.21-0.31PU1Sup0.39Max.0.00TInf0.000.02TInf0.0269Min.-0.03SzSup0.03-0.03SzSup0.04Max.1.19PU1Inf1.510.32PU1Inf0.4016Min.-1.71PU1Sup2.18-0.30PU1Sup0.38Max.0.01SzInf0.020.02TInf0.0271Min.0.01TSup0.000.00TSup0.00Max.1.24PU1Inf1.580.38PU1Inf0.49

PLACA 76Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]69Min.-0.23PU1Sup0.30-0.03SzSup0.04Max.0.01TInf0.010.02PU1Inf0.0270Min.-0.01SzSup0.01-0.03SzSup0.04Max.0.56PU1Inf0.710.22PU1Inf0.2871Min.-0.21PU1Sup0.270.00TSup0.01Max.0.01SzInf0.010.08PU1Inf0.1072Min.0.01SzSup0.000.01TSup0.00Max.0.58PU1Inf0.730.29PU1Inf0.37

PLACA 77Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]70Min.-0.50PU1Sup0.63-0.05SzSup0.06Max.0.02TInf0.020.01TInf0.018Min.0.00TSup0.000.01TSup0.00Max.2.99PU1Inf3.850.61PU1Inf0.7872Min.-0.32PU1Sup0.410.00CVSup0.00Max.0.09SzInf0.110.10PU1Inf0.135Min.-0.08SzSup0.10-0.02SzSup0.02Max.2.82PU1Inf3.630.58PU1Inf0.73

PLACA 78Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]16Min.-1.71PU1Sup2.18-0.30PU1Sup0.38Max.0.01SzInf0.020.02TInf0.0271Min.0.02SzSup0.000.01TSup0.00Max.1.36PU1Inf1.730.73PU1Inf0.9313Min.-1.49PU1Sup1.90-0.30PU1Sup0.38Max.0.11SzInf0.140.02SzInf0.0363Min.-0.13SzSup0.17-0.02PU1Sup0.03Max.1.56PU1Inf1.980.00CMInf0.00

PLACA 79Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]71Min.-0.09PU1Sup0.120.00TSup0.00Max.0.03TInf0.040.43PU1Inf0.5472Min.0.00SzSup0.00-0.01SzSup0.01Max.0.73PU1Inf0.930.93PU1Inf1.1863Min.-1.77PU1Sup2.26-0.71PU1Sup0.90Max.0.08SzInf0.100.04SzInf0.0564Min.-0.13TSup0.16-0.43PU1Sup0.54Max.0.11PU1Inf0.130.04SzInf0.05

PLACA 80Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]72Min.-0.17PU1Sup0.210.01TSup0.00Max.0.08SzInf0.100.74PU1Inf0.945Min.-0.08SzSup0.10-0.02SzSup0.02Max.2.82PU1Inf3.630.58PU1Inf0.7364Min.-2.88PU1Sup3.70-1.05PU1Sup1.33Max.0.01SzInf0.010.03SzInf0.032Min.-0.07SzSup0.09-0.01SzSup0.02Max.4.94PU1Inf6.451.02PU1Inf1.29

PLACA 81Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]18Min.0.00TSup0.000.00TSup0.00Max.1.47PU1Inf1.870.30PU1Inf0.3869Min.-1.42PU1Sup1.80-0.06SzSup0.07Max.0.02TInf0.020.07PU1Inf0.0973Min.-0.27PU1Sup0.35-0.06PU1Sup0.07Max.0.04SzInf0.060.01SzInf0.0174Min.0.01TSup0.000.00TSup0.00Max.0.46PU1Inf0.580.19PU1Inf0.24

PLACA 82Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]69Min.0.02TSup0.000.01TSup0.00Max.1.40PU1Inf1.790.65PU1Inf0.8270Min.-0.81PU1Sup1.03-0.02SzSup0.02Max.0.01TInf0.010.49PU1Inf0.6374Min.-0.32PU1Sup0.40-0.01SzSup0.01Max.0.01TInf0.010.03PU1Inf0.0375Min.0.04CVSup0.000.01CVSup0.00Max.0.49PU1Inf0.620.21PU1Inf0.26

PLACA 83Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]70Min.0.01TSup0.000.01TSup0.00Max.1.34PU1Inf1.700.94PU1Inf1.208Min.-1.32PU1Sup1.68-0.31PU1Sup0.39Max.-0.01TInf0.00-0.01TInf0.0075Min.-0.21SzSup0.27-0.04SzSup0.05Max.0.04TInf0.050.07PU1Inf0.0937Min.-0.01CVSup0.01-0.01VU2Sup0.01Max.0.05SzInf0.060.00CVInf0.00

PLACA 84Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]73Min.-0.27PU1Sup0.35-0.06PU1Sup0.07Max.0.04SzInf0.060.01SzInf0.0174Min.0.01TSup0.000.00TSup0.00Max.0.46PU1Inf0.580.19PU1Inf0.249Min.0.00TSup0.000.00TSup0.00Max.0.33PU1Inf0.420.06PU1Inf0.0876Min.-0.25SzSup0.32-0.17PU1Sup0.22Max.0.02CVInf0.030.00TInf0.00

PLACA 85Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]74Min.-0.32PU1Sup0.40-0.01TSup0.01Max.0.01TInf0.010.03PU1Inf0.0375Min.0.04CVSup0.000.01SzSup0.00Max.0.50PU1Inf0.630.22PU1Inf0.2776Min.-0.01TSup0.01-0.11PU1Sup0.14Max.0.18SzInf0.230.00TInf0.0077Min.-0.72PU1Sup0.92-0.24PU1Sup0.30Max.-0.01TInf0.000.00TInf0.00

PLACA 86Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]75Min.-0.22SzSup0.27-0.05SzSup0.06Max.0.04TInf0.050.08PU1Inf0.1037Min.-0.01CVSup0.01-0.01TSup0.01Max.0.06SzInf0.070.03SzInf0.0377Min.-0.14PU1Sup0.17-0.13PU1Sup0.16Max.0.12SzInf0.150.00TInf0.007Min.-0.44SzSup0.55-0.09SzSup0.12Max.0.04CVInf0.050.01CVInf0.01

PLACA 87Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]16Min.-0.69PU1Sup0.88-0.14PU1Sup0.18Max.0.39SzInf0.490.08SzInf0.1071Min.-0.40SzSup0.50-0.19PU1Sup0.24Max.0.62PU1Inf0.790.00TInf0.0078Min.0.00TSup0.000.00TSup0.00Max.0.36PU1Inf0.460.08PU1Inf0.1079Min.-0.25PU1Sup0.31-0.09PU1Sup0.12Max.0.11SzInf0.130.05SzInf0.06

PLACA 88Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]71Min.-0.68PU1Sup0.86-0.46PU1Sup0.58Max.0.36SzInf0.460.09SzInf0.1272Min.-0.37SzSup0.46-0.53PU1Sup0.67Max.0.08PU1Inf0.100.00TInf0.0079Min.-0.17SzSup0.22-0.04PU1Sup0.05Max.0.02CVInf0.020.01TInf0.0180Min.-0.37PU1Sup0.47-0.18PU1Sup0.22Max.0.06SzInf0.070.01SzInf0.02

PLACA 89Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]72Min.-0.74PU1Sup0.94-0.72PU1Sup0.91Max.0.30SzInf0.370.11SzInf0.145Min.-0.55SzSup0.69-0.10SzSup0.13Max.0.23PU1Inf0.290.10PU1Inf0.1380Min.-0.26PU1Sup0.33-0.15PU1Sup0.19Max.0.01CVInf0.010.00CVInf0.0038Min.-0.01TSup0.01-0.01SzSup0.01Max.0.07PU1Inf0.080.01TInf0.01

PLACA 90Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]78Min.0.00TSup0.000.00TSup0.00Max.0.36PU1Inf0.460.08PU1Inf0.1079Min.-0.25PU1Sup0.31-0.09PU1Sup0.12Max.0.11SzInf0.130.05SzInf0.0617Min.-0.01CVSup0.020.00CVSup0.00Max.0.21SzInf0.260.04SzInf0.0581Min.-0.41PU1Sup0.52-0.09SzSup0.12Max.0.01TInf0.010.01CVInf0.01

PLACA 91Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]79Min.-0.17SzSup0.22-0.04PU1Sup0.05Max.0.02CVInf0.020.01TInf0.0180Min.-0.38PU1Sup0.48-0.20PU1Sup0.25Max.0.06SzInf0.070.01SzInf0.0181Min.0.00CVSup0.00-0.01SzSup0.01Max.0.20PU1Inf0.250.10PU1Inf0.1282Min.-0.25SzSup0.31-0.09SzSup0.11Max.0.23PU1Inf0.290.07PU1Inf0.09

PLACA 92Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]80Min.-0.26PU1Sup0.33-0.17PU1Sup0.22Max.0.01CVInf0.01-0.01CVInf0.0038Min.-0.01TSup0.010.00CVSup0.00Max.0.08PU1Inf0.100.04PU1Inf0.0582Min.0.01TSup0.00-0.01SzSup0.01Max.0.38PU1Inf0.480.10PU1Inf0.136Min.-0.77PU1Sup0.98-0.13PU1Sup0.17Max.0.01TInf0.020.01TInf0.01

PLACA 93Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]9Min.-1.05PU1Sup1.34-0.22PU1Sup0.27Max.0.00TInf0.000.00TInf0.0076Min.-0.01TSup0.01-0.02SzSup0.02Max.1.04PU1Inf1.320.07PU1Inf0.0917Min.-0.80PU1Sup1.01-0.16PU1Sup0.21Max.0.13SzInf0.160.03SzInf0.0381Min.-0.14SzSup0.180.00TSup0.00Max.0.75PU1Inf0.950.10PU1Inf0.13

PLACA 94Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]76Min.-0.57PU1Sup0.73-0.27PU1Sup0.34Max.-0.01TInf0.00-0.01TInf0.0077Min.-0.01TSup0.02-0.11PU1Sup0.14Max.0.57PU1Inf0.720.01TInf0.0181Min.-0.34PU1Sup0.43-0.13PU1Sup0.17Max.0.12SzInf0.150.07SzInf0.0982Min.-0.03SzSup0.04-0.01PU1Sup0.02Max.0.50PU1Inf0.630.05SzInf0.06

PLACA 95Espesor = 0.25[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]77Min.-0.97PU1Sup1.23-0.43PU1Sup0.54Max.-0.01TInf0.000.00TInf0.007Min.0.00TSup0.000.00TSup0.00Max.3.21PU1Inf4.140.64PU1Inf0.8282Min.-0.76PU1Sup0.97-0.28PU1Sup0.35Max.0.10SzInf0.130.08SzInf0.106Min.-0.08SzSup0.11-0.02SzSup0.02Max.3.04PU1Inf3.910.61PU1Inf0.77

PLACA 96Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]19Min.-0.77PU1Sup1.28-0.91PU1Sup1.53Max.0.06TInf0.100.01TInf0.0112Min.0.00TSup0.00-1.16PU1Sup1.94Max.0.42PU1Inf0.690.00TInf0.0183Min.-0.08PU1Sup0.14-0.29PU1Sup0.48Max.0.04SzInf0.070.02TInf0.0453Min.0.01TSup0.000.04TSup0.00Max.0.65PU1Inf1.081.09PU1Inf1.83

PLACA 97Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]83Min.-0.02CVSup0.030.00CVSup0.01Max.0.05SzInf0.080.06PU1Inf0.1053Min.0.02TSup0.00-0.98PU1Sup1.65Max.0.25PU1Inf0.420.04TInf0.0684Min.0.00CVSup0.00-0.22PU1Sup0.36Max.0.09PU1Inf0.140.01SzInf0.0257Min.0.01TSup0.000.03SzSup0.00Max.0.31PU1Inf0.521.56PU1Inf2.63

PLACA 98Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]84Min.0.01CVSup0.000.01SzSup0.00Max.0.18PU1Inf0.290.23PU1Inf0.3857Min.-0.24PU1Sup0.40-1.18PU1Sup1.97Max.0.09SzInf0.140.07TInf0.1285Min.0.00TSup0.000.00CMSup0.00Max.0.33PU1Inf0.540.05PU1Inf0.0860Min.-0.29PU1Sup0.480.03SzSup0.00Max.0.08SzInf0.131.17PU1Inf1.96

PLACA 99Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]85Min.0.01TSup0.000.01TSup0.00Max.0.39PU1Inf0.660.38PU1Inf0.6360Min.-0.71PU1Sup1.18-0.90PU1Sup1.50Max.0.09SzInf0.150.09SzInf0.1416Min.-0.13SzSup0.21-0.04SzSup0.07Max.1.08PU1Inf1.811.24PU1Inf2.0813Min.-0.46PU1Sup0.76-0.05SzSup0.08Max.0.13SzInf0.211.15PU1Inf1.93

PLACA 100Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]20Min.-0.19PU1Sup0.32-0.75PU1Sup1.25Max.0.06TInf0.100.02TInf0.0319Min.-0.03CVSup0.04-0.73PU1Sup1.21Max.0.13SzInf0.220.02TInf0.0386Min.-0.17PU1Sup0.29-0.33PU1Sup0.54Max.0.03TInf0.050.02TInf0.0483Min.-0.22PU1Sup0.37-0.33PU1Sup0.54Max.0.03TInf0.050.02TInf0.04

PLACA 101Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]86Min.-0.11PU1Sup0.18-0.01SzSup0.02Max.0.03TInf0.050.02TInf0.0483Min.-0.15PU1Sup0.25-0.01CVSup0.01Max.0.03TInf0.050.03VU2Inf0.0487Min.-0.05SzSup0.08-0.25PU1Sup0.41Max.0.02PU1Inf0.040.02TInf0.0384Min.0.00CVSup0.00-0.21PU1Sup0.34Max.0.12PU1Inf0.190.02SzInf0.04

PLACA 102Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]87Min.-0.05SzSup0.08-0.02SzSup0.03Max.0.12PU1Inf0.190.20PU1Inf0.3384Min.0.01CVSup0.000.02TSup0.00Max.0.21PU1Inf0.340.24PU1Inf0.4088Min.0.00TSup0.00-0.02SzSup0.03Max.0.43PU1Inf0.710.03PU1Inf0.0585Min.-0.02SzSup0.040.00CVSup0.00Max.0.38PU1Inf0.640.06PU1Inf0.10

PLACA 103Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]88Min.0.01TSup0.000.00SzSup0.00Max.0.50PU1Inf0.840.39PU1Inf0.6585Min.-0.03SzSup0.040.00SzSup0.00Max.0.45PU1Inf0.750.39PU1Inf0.6518Min.-0.13SzSup0.22-0.01SzSup0.02Max.0.13PU1Inf0.221.07PU1Inf1.8016Min.-0.04TSup0.06-0.01TSup0.01Max.0.40PU1Inf0.661.09PU1Inf1.83

PLACA 104Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]15Min.-0.12SzSup0.20-1.08PU1Sup1.81Max.0.17PU1Inf0.290.04SzInf0.0720Min.-0.52PU1Sup0.87-0.83PU1Sup1.39Max.0.12SzInf0.200.04SzInf0.0740Min.-0.08SzSup0.14-0.08SzSup0.13Max.0.48PU1Inf0.800.93PU1Inf1.5686Min.-0.17PU1Sup0.28-0.32PU1Sup0.53Max.0.03TInf0.050.02TInf0.04

PLACA 105Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]40Min.-0.08SzSup0.12-1.05PU1Sup1.75Max.0.10PU1Inf0.170.04TInf0.0686Min.-0.11PU1Sup0.18-0.03SzSup0.04Max.0.03TInf0.050.02TInf0.0444Min.-0.08SzSup0.14-0.03SzSup0.05Max.0.14PU1Inf0.241.50PU1Inf2.5287Min.-0.01SzSup0.02-0.25PU1Sup0.41Max.0.06PU1Inf0.100.01TInf0.02

PLACA 106Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]44Min.-0.41PU1Sup0.69-1.25PU1Sup2.11Max.0.01TInf0.020.07TInf0.1287Min.-0.01SzSup0.02-0.01SzSup0.02Max.0.15PU1Inf0.250.20PU1Inf0.3447Min.-0.44PU1Sup0.74-0.03SzSup0.04Max.0.01TInf0.021.12PU1Inf1.8788Min.-0.05SzSup0.08-0.03SzSup0.05Max.0.23PU1Inf0.390.01TInf0.01

PLACA 107Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]47Min.-0.88PU1Sup1.48-1.07PU1Sup1.79Max.0.01TInf0.010.04TInf0.0688Min.-0.04SzSup0.07-0.01SzSup0.02Max.0.31PU1Inf0.510.35PU1Inf0.5814Min.-0.72PU1Sup1.190.00TSup0.00Max.0.00TInf0.011.25PU1Inf2.1018Min.-0.04TSup0.060.00TSup0.01Max.1.34PU1Inf2.241.32PU1Inf2.22

PLACA 108Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]18Min.-0.23PU1Sup0.38-1.01PU1Sup1.69Max.-0.01CVInf0.000.00TInf0.0016Min.-0.01TSup0.02-0.92PU1Sup1.54Max.0.14SzInf0.230.05SzInf0.0773Min.-0.15SzSup0.25-0.02SzSup0.04Max.0.04PU1Inf0.060.91PU1Inf1.5278Min.0.00TSup0.000.00TSup0.00Max.0.33PU1Inf0.550.96PU1Inf1.61

PLACA 109Espesor = 0.20[cm]Recubrimiento Mecnico = 0.04[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]73Min.-0.29PU1Sup0.49-0.72PU1Sup1.20Max.0.00TInf0.000.00TInf0.0078Min.-0.02CVSup0.03-0.49PU1Sup0.81Max.0.17SzInf0.280.12SzInf0.199Min.-0.06SzSup0.100.00TSup0.00Max.0.17PU1Inf0.281.05PU1Inf1.7617Min.0.00TSup0.00-0.08SzSup0.13Max.0.29PU1Inf0.480.89PU1Inf1.49

7. CUANTIAS DE ACERO DE REFUERZO

___________________________

EDISON DELGADOINGENIERO CIVILM.P. No___________________

EDISON DELGADO Ing: CIVIL 73

Hoja1CM=Carga MuertaF=FLUIDOT=SUELOCV=CARGA VIVASx=SISMO XSz=SISMO ZMU=1.82CM+2.21F+2.08T+CV+Sx+SzPU1=3.81CM+2.805F+2.64T+CV+Sx+SzPU2=1.4CM+1.7F+1.6T+CV+Sx+SzVU1=1.4CM+1.7F+1.6T+CV+Sx+SzVU2=1.69CM+2.2F+2.08T+CV+Sx+SzPLACA 1Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]24Min.0CMSup00CMSup0Max.0CMInf00CMInf023Min.0CMSup00CMSup0Max.0CMInf00CMInf04Min.0CMSup00CMSup0Max.0CMInf00CMInf011Min.0CMSup00CMSup0Max.0CMInf00CMInf0PLACA 3Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]23Min.0CMSup00CMSup0Max.0CMInf00CMInf022Min.0CMSup00CMSup0Max.0CMInf00CMInf011Min.0CMSup00CMSup0Max.0CMInf00CMInf010Min.0CMSup00CMSup0Max.0CMInf00CMInf0PLACA 29Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]11Min.0SzSup0-0.01SzSup0.01Max.6.07PU1Inf8.011.21PU1Inf1.5310Min.0CVSup00CVSup0Max.6.07PU1Inf8.011.22PU1Inf1.5531Min.-1.86PU1Sup2.37-1.59PU1Sup2.02Max.0CVInf00SzInf025Min.-1.83PU1Sup2.34-1.58PU1Sup2.01Max.0.01SzInf0.020SzInf0.01PLACA 30Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]31Min.-1.81PU1Sup2.32-1.56PU1Sup1.98Max.0CVInf00.01CVInf0.0125Min.-1.79PU1Sup2.29-1.55PU1Sup1.98Max.0.01SzInf0.010.01SxInf0.0132Min.-3.4PU1Sup4.39-2.78PU1Sup3.58Max.0CVInf00.01SzInf0.0127Min.-3.39PU1Sup4.38-2.8PU1Sup3.6Max.0SzInf00CVInf0PLACA 31Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]32Min.-3.39PU1Sup4.38-2.77PU1Sup3.56Max.0CVInf00.01SzInf0.0127Min.-3.39PU1Sup4.37-2.79PU1Sup3.58Max.0SzInf00CVInf0.0133Min.-1.79PU1Sup2.28-1.6PU1Sup2.04Max.0CVInf00SzInf029Min.-1.76PU1Sup2.25-1.6PU1Sup2.04Max.0.01SzInf0.010SzInf0PLACA 32Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]33Min.-1.81PU1Sup2.31-1.59PU1Sup2.03Max.0CVInf00CVInf0.0129Min.-1.79PU1Sup2.28-1.58PU1Sup2.01Max.0.01SzInf0.020.01SzInf0.018Min.0SzSup0-0.01SzSup0.01Max.6.03PU1Inf7.951.19PU1Inf1.525Min.0CVSup00CVSup0Max.6.03PU1Inf7.951.21PU1Inf1.54PLACA 33Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]4Min.-0.02SzSup0.02-0.08SzSup0.11Max.1.58PU1Inf2.010.15PU1Inf0.1911Min.0SzSup0-0.01SzSup0.01Max.6.07PU1Inf8.011.21PU1Inf1.5334Min.-0.51PU1Sup0.65-0.1TSup0.13Max.0.04FInf0.051.77PU1Inf2.2631Min.-1.85PU1Sup2.36-1.57PU1Sup2Max.-0.01CVInf00SzInf0PLACA 34Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]34Min.-0.24PU1Sup0.3-0.1TSup0.13Max.0.09FInf0.111.69PU1Inf2.1531Min.-1.81PU1Sup2.31-1.53PU1Sup1.95Max.0CVInf00.01CVInf0.0135Min.-0.01SzSup0.01-0.02SzSup0.02Max.0.56PU1Inf0.73.46PU1Inf4.4732Min.-3.46PU1Sup4.46-3.05PU1Sup3.93Max.0CVInf00.01SzInf0.01PLACA 35Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]35Min.-0.01TSup0.02-0.02SxSup0.03Max.0.52PU1Inf0.663.37PU1Inf4.3532Min.-3.45PU1Sup4.46-3.04PU1Sup3.91Max.0CVInf00.01SzInf0.0136Min.-0.15PU1Sup0.19-0.04TSup0.05Max.0.08FInf0.12PU1Inf2.5533Min.-1.78PU1Sup2.28-1.6PU1Sup2.04Max.0CVInf00SzInf0PLACA 36Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]36Min.-0.54PU1Sup0.68-0.05TSup0.06Max.0.05FInf0.071.8PU1Inf2.2933Min.-1.81PU1Sup2.31-1.59PU1Sup2.02Max.0CVInf00CVInf0.013Min.-0.02SzSup0.02-0.09SzSup0.11Max.1.61PU1Inf2.050.29PU1Inf0.378Min.0SzSup0-0.01SzSup0.01Max.6.03PU1Inf7.951.19PU1Inf1.52PLACA 37Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]8Min.-0.12PU1Sup0.15-0.76PU1Sup0.97Max.0.06SzInf0.080.01SzInf0.0237Min.-0.06SzSup0.08-0.01FSup0.02Max.0.06PU1Inf0.070.73PU1Inf0.925Min.-0.24PU1Sup0.31-0.79PU1Sup1Max.0FInf00CVInf038Min.-0.01FSup0.01-0.02SzSup0.02Max.0.18PU1Inf0.230.69PU1Inf0.87PLACA 38Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]37Min.-0.04SzSup0.050.01CVSup0Max.0.22PU1Inf0.270.97PU1Inf1.247Min.-0.2PU1Sup0.25-0.89PU1Sup1.12Max.0.05SzInf0.070.01SzInf0.0138Min.0FSup0-0.02SzSup0.03Max.0.3PU1Inf0.380.93PU1Inf1.186Min.-0.3PU1Sup0.38-0.91PU1Sup1.15Max.-0.01FInf0-0.01CVInf0PLACA 68Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]66Min.-0.26PU1Sup0.32-0.34FSup0.43Max.0.16TInf0.20.28TInf0.3610Min.-0.09TSup0.11-0.44TSup0.55Max.0.12FInf0.150.63PU1Inf0.7968Min.-0.26PU1Sup0.33-0.34FSup0.43Max.0.16TInf0.20.28TInf0.3611Min.-0.09TSup0.11-0.44TSup0.55Max.0.12FInf0.150.63PU1Inf0.8PLACA 71Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]68Min.-0.24FSup0.3-0.34FSup0.43Max.0.18TInf0.230.29TInf0.3711Min.-0.09TSup0.11-0.44TSup0.55Max.0.12FInf0.150.63PU1Inf0.842Min.-0.34TSup0.42-0.3PU1Sup0.38Max.0.37FInf0.470.02CVInf0.024Min.-0.15PU2Sup0.19-0.05TSup0.06Max.0.01FInf0.020.08PU1Inf0.1PLACA 83Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]70Min.-0.07PU1Sup0.09-0.01FSup0.02Max.0.04SzInf0.050.08PU1Inf0.18Min.-0.14PU1Sup0.17-0.05PU1Sup0.06Max.0FInf0.010.01FInf0.0175Min.-0.03SzSup0.04-0.01FSup0.01Max.0.04TInf0.050.04PU1Inf0.0537Min.0FSup0-0.04PU1Sup0.06Max.0.02PU1Inf0.030.01FInf0.01PLACA 86Espesor = 25.00[cm]Recubrimiento Mecnico = 4.00[cm]As paralelo a 3'As paralelo a 1'M11'ecAs3'M33'ecAs1'Nudo[Ton*m/m][cm2/m][Ton*m/m][cm2/m]75Min.-0.03SzSup0.04-0.01FSup0.01Max.0.04TInf0.050.04PU1Inf0.0437Min.0CMSup0-0.04PU1Sup0.05Max.0.02PU1Inf0.030.01FInf0.0177Min.-0.01TSup0.02-0.03PU1Sup0.04Max.0.02SzInf0.020FInf07Min.-0.07PU1Sup0.09-0.01SzSup0.02Max.0.01CVInf0.010.02PU1Inf0.03

Hoja2

As No 5CANTIDADLONGLONG PARCIAL163.860.8mt.163.352.8mt.163.657.6mt.163.657.6mt.164.368.8mt.CONSTANTES DE DISEO16464mt.CONCRETO f`c =210kg/cm163.556mt.Capacidad portante del suelo18ton/mLONG TOTAL417.6mt.Es2 E+6kg/cmEc202879.3kg/cmAs No 4CANTIDADLONGLONG PARCIAL428mt.428mt.74.531.5mt.76.545.5mt.164.368.8mt.LONG TOTAL161.8mt.

As No 4CANTIDADLONGLONG PARCIAL842168mt.482.7129.6mt.483144mt.963.8364.8mt.141.723.8mt.125.768.4mt.43.313.2mt.LONG TOTAL911.8mt.

As No 4CANTIDADLONGLONG PARCIAL428mt.428mt.74.531.5mt.76.545.5mt.164.368.8mt.LONG TOTAL161.8mt.

Hoja3

circular 1CONSTANTES DE DISEOConcreto fc = 210kg/cm2Acero de refuerzo fy = 4200kg/cm21500Peso volumtrico del concreto = 2400 kg/m3Peso volumtrico del agua = 1000kg/m3Capacidad mnima de carga del suelo a = 10000 kg/m3Cargas vivas 250 kg/m2 DIMENSIONES DEL TANQUE

Volumen de diseo 13.27m3Dimetro interior (D) 2.60mNivel mximo de agua 2.50mAltura mxima de los muros hasta la losa 2.90mBordo libre 0.20m

1Clculo de las presiones del agua a diferentes profundidadesP= h /2h12.9mh22mh31mP1= (h1 +h2 )/22450kg/cm2P2= h2 /21000kg/cm2P3= h3 /2500kg/cm2T = PD/2T1 = P1D/23185kgT2 = P2D/21300kgT3 = P3D/2650kgT maximo3185kgAs = T/fsAs1 = T1/fs2.12cm2

As2 = T2/fs0.87cm2

As3 = T3/fs0.43cm2JJJ887.3416-187.9340.9887886.8109-188.12720.9887886.3782-188.49020.9887886.0958-188.97940.9887885.9977-189.53560.9887886.0958-190.09180.9887886.3782-190.58090.9887886.8109-190.94390.9887887.3416-191.13710.9887887.9064-191.13710.9887888.4371-190.94390.9887888.8698-190.58090.9887889.1522-190.09180.9887889.2502-189.53560.9887889.1522-188.97940.9887888.8698-188.49020.9887888.4371-188.12720.9887887.9064-187.9340.9887JJJ887.3416-187.9340.4987886.8109-188.12720.4987886.3782-188.49020.4987886.0958-188.97940.4987885.9977-189.53560.4987886.0958-190.09180.4987886.3782-190.58090.4987886.8109-190.94390.4987887.3416-191.13710.4987887.9064-191.13710.4987888.4371-190.94390.4987888.8698-190.58090.4987889.1522-190.09180.4987889.2502-189.53560.4987889.1522-188.97940.4987888.8698-188.49020.4987888.4371-188.12720.4987887.9064-187.9340.4987JJJ887.3416-187.9340.0087886.8109-188.12720.0087886.3782-188.49020.0087886.0958-188.97940.0087885.9977-189.53560.0087886.0958-190.09180.0087886.3782-190.58090.0087886.8109-190.94390.0087887.3416-191.13710.0087887.9064-191.13710.0087888.4371-190.94390.0087888.8698-190.58090.0087889.1522-190.09180.0087889.2502-189.53560.0087889.1522-188.97940.0087888.8698-188.49020.0087888.4371-188.12720.0087887.9064-187.9340.0087JJJ887.3416-187.934-0.4813886.8109-188.1272-0.4813886.3782-188.4902-0.4813886.0958-188.9794-0.4813885.9977-189.5356-0.4813886.0958-190.0918-0.4813886.3782-190.5809-0.4813886.8109-190.9439-0.4813887.3416-191.1371-0.4813887.9064-191.1371-0.4813888.4371-190.9439-0.4813888.8698-190.5809-0.4813889.1522-190.0918-0.4813889.2502-189.5356-0.4813889.1522-188.9794-0.4813888.8698-188.4902-0.4813888.4371-188.1272-0.4813887.9064-187.934-0.4813JJJ887.3416-187.934-0.9713886.8109-188.1272-0.9713886.3782-188.4902-0.9713886.0958-188.9794-0.9713885.9977-189.5356-0.9713886.0958-190.0918-0.9713886.3782-190.5809-0.9713886.8109-190.9439-0.9713887.3416-191.1371-0.9713887.9064-191.1371-0.9713888.4371-190.9439-0.9713888.8698-190.5809-0.9713889.1522-190.0918-0.9713889.2502-189.5356-0.9713889.1522-188.9794-0.9713888.8698-188.4902-0.9713888.4371-188.1272-0.9713887.9064-187.934-0.9713JJJ887.3416-187.934-1.4613886.8109-188.1272-1.4613886.3782-188.4902-1.4613886.0958-188.9794-1.4613885.9977-189.5356-1.4613886.0958-190.0918-1.4613886.3782-190.5809-1.4613886.8109-190.9439-1.4613887.3416-191.1371-1.4613887.9064-191.1371-1.4613888.4371-190.9439-1.4613888.8698-190.5809-1.4613889.1522-190.0918-1.4613889.2502-189.5356-1.4613889.1522-188.9794-1.4613888.8698-188.4902-1.4613888.4371-188.1272-1.4613887.9064-187.934-1.4613

circular 2ZONA DE AMENAZA SISMICA ALTACOEFICIENTE DE ACELERACIO PICO EFECTIVA Aa0.25PERFIL DEL SUELOS3MOVIMIENTO SISMICO DE DISEO Ad0.04COEFICIENTE DE SITIO S1.5COEFICIENTE DE IMPORTANCIA I1

CONSTANTES DE DISEO

Concreto fc = 210kg/cm2Acero de refuerzo fy = 4200kg/cm21500Peso volumtrico del concreto = 2400 kg/m3Peso volumtrico del agua = 1000kg/m3Capacidad mnima de carga del suelo a = 10000 kg/m3Cargas vivas 250kg/m2Es2.00E+06kg/cm2Ec202879.3kg/cm3 DIMENSIONES DEL TANQUE

Volumen de diseo 31.42m3Dimetro interior (D) 4.00mNivel mximo de agua 2.50mAltura mxima de los muros hasta la losa 2.90mBordo libre circular 2m

1Clculo de las presiones del agua a diferentes profundidadesP= h /2h12.9mh22mh31mP1= (h1 +h2 )/22450kg/cm2P2= h2 /21000kg/cm2P3= h3 /2500kg/cm2T = PD/2T1 = P1D/24900kgT2 = P2D/22000kgT3 = P3D/21000kgT maximo4900kgAs = T/fsAs1 = T1/fs3.27cm2

As2 = T2/fs1.33cm2

As3 = T3/fs0.67cm2

Hoja3

Hoja1911.491183.2173-1.6319911.491,183.2173,-1.6319-0.3432911.491183.2173-0.3432911.491,183.2173,-0.3432911.131185.52731.2887911.491183.6023-1.6319911.491,183.6023,-1.6319-0.3432911.491183.6023-0.3432911.491,183.6023,-0.3432914.731185.52731.2887911.491183.9873-1.6319911.491,183.9873,-1.6319-0.3432911.491183.9873-0.3432911.491,183.9873,-0.3432914.731182.82731.2887911.491184.3723-1.6319911.491,184.3723,-1.6319-0.3432911.491184.3723-0.3432911.491,184.3723,-0.3432911.131182.82731.2887911.491184.7573-1.6319911.491,184.7573,-1.6319-0.3432911.491184.7573-0.3432911.491,184.7573,-0.3432911.131182.8273-0.3911.491185.1423-1.6319911.491,185.1423,-1.6319-0.3432911.491185.1423-0.3432911.491,185.1423,-0.3432911.131185.5273-0.3911.851185.1423-1.6751911.851,185.1423,-1.6751-0.3864911.851185.1423-0.3864911.851,185.1423,-0.3864914.731185.5273-0.732911.851184.7573-1.6751911.851,184.7573,-1.6751-0.3864911.851184.7573-0.3864911.851,184.7573,-0.3864914.731182.8273-0.732911.851184.3723-1.6751911.851,184.3723,-1.6751-0.3864911.851184.3723-0.3864911.851,184.3723,-0.3864911.851183.9873-1.6751911.851,183.9873,-1.6751-0.3864911.851183.9873-0.3864911.851,183.9873,-0.3864911.851183.6023-1.6751911.851,183.6023,-1.6751-0.3864911.851183.6023-0.3864911.851,183.6023,-0.3864911.131185.5271.2887911.851183.2173-1.6751911.851,183.2173,-1.6751-0.3864911.851183.2173-0.3864911.851,183.2173,-0.3864914.731185.5271.2887912.211183.2173-1.7183912.211,183.2173,-1.7183-0.4296912.211183.2173-0.4296912.211,183.2173,-0.4296914.731182.8271.2887912.211183.6023-1.7183912.211,183.6023,-1.7183-0.4296912.211183.6023-0.4296912.211,183.6023,-0.4296911.131182.8271.2887912.211183.9873-1.7183912.211,183.9873,-1.7183-0.4296912.211183.9873-0.4296912.211,183.9873,-0.4296911.131182.827-0.732912.211184.3723-1.7183912.211,184.3723,-1.7183-0.4296912.211184.3723-0.4296912.211,184.3723,-0.4296911.131185.527-0.732912.211184.7573-1.7183912.211,184.7573,-1.7183-0.4296912.211184.7573-0.4296912.211,184.7573,-0.4296914.731185.527-0.732912.211185.1423-1.7183912.211,185.1423,-1.7183-0.4296912.211185.1423-0.4296912.211,185.1423,-0.4296914.731182.827-0.732912.571185.1423-1.7615912.571,185.1423,-1.7615-0.4728912.571185.1423-0.4728912.571,185.1423,-0.4728912.571184.7573-1.7615912.571,184.7573,-1.7615-0.4728912.571184.7573-0.4728912.571,184.7573,-0.4728912.571184.3723-1.7615912.571,184.3723,-1.7615-0.4728912.571184.3723-0.4728912.571,184.3723,-0.4728912.571183.9873-1.7615912.571,183.9873,-1.7615-0.4728912.571183.9873-0.4728912.571,183.9873,-0.4728912.571183.6023-1.7615912.571,183.6023,-1.7615-0.4728912.571183.6023-0.4728912.571,183.6023,-0.4728912.571183.2173-1.7615912.571,183.2173,-1.7615-0.4728912.571183.2173-0.4728912.571,183.2173,-0.4728912.931183.2173-1.8047912.931,183.2173,-1.8047-0.516912.931183.2173-0.516912.931,183.2173,-0.516912.931183.6023-1.8047912.931,183.6023,-1.8047-0.516912.931183.6023-0.516912.931,183.6023,-0.516912.931183.9873-1.8047912.931,183.9873,-1.8047-0.516912.931183.9873-0.516912.931,183.9873,-0.516912.931184.3723-1.8047912.931,184.3723,-1.8047-0.516912.931184.3723-0.516912.931,184.3723,-0.516912.931184.7573-1.8047912.931,184.7573,-1.8047-0.516912.931184.7573-0.516912.931,184.7573,-0.516912.931185.1423-1.8047912.931,185.1423,-1.8047-0.516912.931185.1423-0.516912.931,185.1423,-0.516913.291185.1423-1.8479913.291,185.1423,-1.8479-0.5592913.291185.1423-0.5592913.291,185.1423,-0.5592913.291184.7573-1.8479913.291,184.7573,-1.8479-0.5592913.291184.7573-0.5592913.291,184.7573,-0.5592913.291184.3723-1.8479913.291,184.3723,-1.8479-0.5592913.291184.3723-0.5592913.291,184.3723,-0.5592913.291183.9873-1.8479913.291,183.9873,-1.8479-0.5592913.291183.9873-0.5592913.291,183.9873,-0.5592913.291183.6023-1.8479913.291,183.6023,-1.8479-0.5592913.291183.6023-0.5592913.291,183.6023,-0.5592913.291183.2173-1.8479913.291,183.2173,-1.8479-0.5592913.291183.2173-0.5592913.291,183.2173,-0.5592913.651183.2173-1.8911913.651,183.2173,-1.8911-0.6024913.651183.2173-0.6024913.651,183.2173,-0.6024913.651183.6023-1.8911913.651,183.6023,-1.8911-0.6024913.651183.6023-0.6024913.651,183.6023,-0.6024913.651183.9873-1.8911913.651,183.9873,-1.8911-0.6024913.651183.9873-0.6024913.651,183.9873,-0.6024913.651184.3723-1.8911913.651,184.3723,-1.8911-0.6024913.651184.3723-0.6024913.651,184.3723,-0.6024913.651184.7573-1.8911913.651,184.7573,-1.8911-0.6024913.651184.7573-0.6024913.651,184.7573,-0.6024913.651185.1423-1.8911913.651,185.1423,-1.8911-0.6024913.651185.1423-0.6024913.651,185.1423,-0.6024914.011185.1423-1.9343914.011,185.1423,-1.9343-0.6456914.011185.1423-0.6456914.011,185.1423,-0.6456914.011184.7573-1.9343914.011,184.7573,-1.9343-0.6456914.011184.7573-0.6456914.011,184.7573,-0.6456914.011184.3723-1.9343914.011,184.3723,-1.9343-0.6456914.011184.3723-0.6456914.011,184.3723,-0.6456914.011183.9873-1.9343914.011,183.9873,-1.9343-0.6456914.011183.9873-0.6456914.011,183.9873,-0.6456914.011183.6023-1.9343914.011,183.6023,-1.9343-0.6456914.011183.6023-0.6456914.011,183.6023,-0.6456914.011183.2173-1.9343914.011,183.2173,-1.9343-0.6456914.011183.2173-0.6456914.011,183.2173,-0.6456914.371183.2173-1.9775914.371,183.2173,-1.9775-0.6888914.371183.2173-0.6888914.371,183.2173,-0.6888914.371183.6023-1.9775914.371,183.6023,-1.9775-0.6888914.371183.6023-0.6888914.371,183.6023,-0.6888914.371183.9873-1.9775914.371,183.9873,-1.9775-0.6888914.371183.9873-0.6888914.371,183.9873,-0.6888914.371184.3723-1.9775914.371,184.3723,-1.9775-0.6888914.371184.3723-0.6888914.371,184.3723,-0.6888914.371184.7573-1.9775914.371,184.7573,-1.9775-0.6888914.371184.7573-0.6888914.371,184.7573,-0.6888914.371185.1423-1.9775914.371,185.1423,-1.9775-0.6888914.371185.1423-0.6888914.371,185.1423,-0.6888911.131182.82730911.131,182.8273,01.2887911.131182.82731.2887911.131,182.8273,1.2887911.131182.8273-0.36911.131,182.8273,-0.360.9287911.131182.82730.9287911.131,182.8273,0.9287911.131182.8273-0.72911.131,182.8273,-0.720.5687911.131182.82730.5687911.131,182.8273,0.5687911.131182.8273-1.08911.131,182.8273,-1.080.2087911.131182.82730.2087911.131,182.8273,0.2087911.131182.8273-1.44911.131,182.8273,-1.44-0.1513911.131182.8273-0.1513911.131,182.8273,-0.1513911.131182.8273-1.5887911.131,182.8273,-1.5887-0.3911.131182.8273-0.3911.131,182.8273,-0.3911.131183.2173-1.5887911.131,183.2173,-1.5887-0.3911.131183.2173-0.3911.131,183.2173,-0.3911.131183.2173-1.44911.131,183.2173,-1.44-0.1513911.131183.2173-0.1513911.131,183.2173,-0.1513911.131183.2173-1.08911.131,183.2173,-1.080.2087911.131183.21730.2087911.131,183.2173,0.2087911.131183.2173-0.72911.131,183.2173,-0.720.5687911.131183.21730.5687911.131,183.2173,0.5687911.131183.2173-0.36911.131,183.2173,-0.360.9287911.131183.21730.9287911.131,183.2173,0.9287911.131183.21730911.131,183.2173,01.2887911.131183.21731.2887911.131,183.2173,1.2887911.131183.60230911.131,183.6023,01.2887911.131183.60231.2887911.131,183.6023,1.2887911.131183.6023-0.36911.131,183.6023,-0.360.9287911.131183.60230.9287911.131,183.6023,0.9287911.131183.6023-0.72911.131,183.6023,-0.720.5687911.131183.60230.5687911.131,183.6023,0.5687911.131183.6023-1.08911.131,183.6023,-1.080.2087911.131183.60230.2087911.131,183.6023,0.2087911.131183.6023-1.44911.131,183.6023,-1.44-0.1513911.131183.6023-0.1513911.131,183.6023,-0.1513911.131183.6023-1.5887911.131,183.6023,-1.5887-0.3911.131183.6023-0.3911.131,183.6023,-0.3911.131183.9873-1.5887911.131,183.9873,-1.5887-0.3911.131183.9873-0.3911.131,183.9873,-0.3911.131183.9873-1.44911.131,183.9873,-1.44-0.1513911.131183.9873-0.1513911.131,183.9873,-0.1513911.131183.9873-1.08911.131,183.9873,-1.080.2087911.131183.98730.2087911.131,183.9873,0.2087911.131183.9873-0.72911.131,183.9873,-0.720.5687911.131183.98730.5687911.131,183.9873,0.5687911.131183.9873-0.36911.131,183.9873,-0.360.9287911.131183.98730.9287911.131,183.9873,0.9287911.131183.98730911.131,183.9873,01.2887911.131183.98731.2887911.131,183.9873,1.2887911.131184.37230911.131,184.3723,01.2887911.131184.37231.2887911.131,184.3723,1.2887911.131184.3723-0.36911.131,184.3723,-0.360.9287911.131184.37230.9287911.131,184.3723,0.9287911.131184.3723-0.72911.131,184.3723,-0.720.5687911.131184.37230.5687911.131,184.3723,0.5687911.131184.3723-1.08911.131,184.3723,-1.080.2087911.131184.37230.2087911.131,184.3723,0.2087911.131184.3723-1.44911.131,184.3723,-1.44-0.1513911.131184.3723-0.1513911.131,184.3723,-0.1513911.131184.3723-1.5887911.131,184.3723,-1.5887-0.3911.131184.3723-0.3911.131,184.3723,-0.3911.131184.7573-1.5887911.131,184.7573,-1.5887-0.3911.131184.7573-0.3911.131,184.7573,-0.3911.131184.7573-1.44911.131,184.7573,-1.44-0.1513911.131184.7573-0.1513911.131,184.7573,-0.1513911.131184.7573-1.08911.131,184.7573,-1.080.2087911.131184.75730.2087911.131,184.7573,0.2087911.131184.7573-0.72911.131,184.7573,-0.720.5687911.131184.75730.5687911.131,184.7573,0.5687911.131184.7573-0.36911.131,184.7573,-0.360.9287911.131184.75730.9287911.131,184.7573,0.9287911.131184.75730911.131,184.7573,01.2887911.131184.75731.2887911.131,184.7573,1.2887911.131185.14230911.131,185.1423,01.2887911.131185.14231.2887911.131,185.1423,1.2887911.131185.1423-0.36911.131,185.1423,-0.360.9287911.131185.14230.9287911.131,185.1423,0.9287911.131185.1423-0.72911.131,185.1423,-0.720.5687911.131185.14230.5687911.131,185.1423,0.5687911.131185.1423-1.08911.131,185.1423,-1.080.2087911.131185.14230.2087911.131,185.1423,0.2087911.131185.1423-1.44911.131,185.1423,-1.44-0.1513911.131185.1423-0.1513911.131,185.1423,-0.1513911.131185.1423-1.5887911.131,185.1423,-1.5887-0.3911.131185.1423-0.3911.131,185.1423,-0.3911.131185.5273-1.5887911.131,185.5273,-1.5887-0.3911.131185.5273-0.3911.131,185.5273,-0.3911.131185.5273-1.44911.131,185.5273,-1.44-0.1513911.131185.5273-0.1513911.131,185.5273,-0.1513911.131185.5273-1.08911.131,185.5273,-1.080.2087911.131185.52730.2087911.131,185.5273,0.2087911.131185.5273-0.72911.131,185.5273,-0.720.5687911.131185.52730.5687911.131,185.5273,0.5687911.131185.5273-0.36911.131,185.5273,-0.360.9287911.131185.52730.9287911.131,185.5273,0.9287911.131185.52730911.131,185.5273,01.2887911.131185.52731.2887911.131,185.5273,1.2887914.731182.82730914.731,182.8273,01.2887914.731182.82731.2887914.731,182.8273,1.2887914.731182.8273-0.36914.731,182.8273,-0.360.9287914.731182.82730.9287914.731,182.8273,0.9287914.731182.8273-0.72914.731,182.8273,-0.720.5687914.731182.82730.5687914.731,182.8273,0.5687914.731182.8273-1.08914.731,182.8273,-1.080.2087914.731182.82730.2087914.731,182.8273,0.2087914.731182.8273-1.44914.731,182.8273,-1.44-0.1513914.731182.8273-0.1513914.731,182.8273,-0.1513914.731182.8273-1.8914.731,182.8273,-1.8-0.5113914.731182.8273-0.5113914.731,182.8273,-0.5113914.731182.8273-2.0207914.731,182.8273,-2.0207-0.732914.731182.8273-0.732914.731,182.8273,-0.732914.731183.2173-2.0207914.731,183.2173,-2.0207-0.732914.731183.2173-0.732914.731,183.2173,-0.732914.731183.2173-1.8914.731,183.2173,-1.8-0.5113914.731183.2173-0.5113914.731,183.2173,-0.5113914.731183.2173-1.44914.731,183.2173,-1.44-0.1513914.731183.2173-0.1513914.731,183.2173,-0.1513914.731183.2173-1.08914.731,183.2173,-1.080.2087914.731183.21730.2087914.731,183.2173,0.2087914.731183.2173-0.72914.731,183.2173,-0.720.5687914.731183.21730.5687914.731,183.2173,0.5687914.731183.2173-0.36914.731,183.2173,-0.360.9287914.731183.21730.9287914.731,183.2173,0.9287914.731183.21730914.731,183.2173,01.2887914.731183.21731.2887914.731,183.2173,1.2887914.731183.60230914.731,183.6023,01.2887914.731183.60231.2887914.731,183.6023,1.2887914.731183.6023-0.36914.731,183.6023,-0.360.9287914.731183.60230.9287914.731,183.6023,0.9287914.731183.6023-0.72914.731,183.6023,-0.720.5687914.731183.60230.5687914.731,183.6023,0.5687914.731183.6023-1.08914.731,183.6023,-1.080.2087914.731183.60230.2087914.731,183.6023,0.2087914.731183.6023-1.44914.731,183.6023,-1.44-0.1513914.731183.6023-0.1513914.731,183.6023,-0.1513914.731183.6023-1.8914.731,183.6023,-1.8-0.5113914.731183.6023-0.5113914.731,183.6023,-0.5113914.731183.6023-2.0207914.731,183.6023,-2.0207-0.732914.731183.6023-0.732914.731,183.6023,-0.732914.731183.9873-2.0207914.731,183.9873,-2.0207-0.732914.731183.9873-0.732914.731,183.9873,-0.732914.731183.9873-1.8914.731,183.9873,-1.8-0.5113914.731183.9873-0.5113914.731,183.9873,-0.5113914.731183.9873-1.44914.731,183.9873,-1.44-0.1513914.731183.9873-0.1513914.731,183.9873,-0.1513914.731183.9873-1.08914.731,183.9873,-1.080.2087914.731183.98730.2087914.731,183.9873,0.2087914.731183.9873-0.72914.731,183.9873,-0.720.5687914.731183.98730.5687914.731,183.9873,0.5687914.731183.9873-0.36914.731,183.9873,-0.360.9287914.731183.98730.9287914.731,183.9873,0.9287914.731183.98730914.731,183.9873,01.2887914.731183.98731.2887914.731,183.9873,1.2887914.731184.37230914.731,184.3723,01.2887914.731184.37231.2887914.731,184.3723,1.2887914.731184.3723-0.36914.731,184.3723,-0.360.9287914.731184.37230.9287914.731,184.3723,0.9287914.731184.3723-0.72914.731,184.3723,-0.720.5687914.731184.37230.5687914.731,184.3723,0.5687914.731184.3723-1.08914.731,184.3723,-1.080.2087914.731184.37230.2087914.731,184.3723,0.2087914.731184.3723-1.44914.731,184.3723,-1.44-0.1513914.731184.3723-0.1513914.731,184.3723,-0.1513914.731184.3723-1.8914.731,184.3723,-1.8-0.5113914.731184.3723-0.5113914.731,184.3723,-0.5113914.731184.3723-2.0207914.731,184.3723,-2.0207-0.732914.731184.3723-0.732914.731,184.3723,-0.732914.731184.7573-2.0207914.731,184.7573,-2.0207-0.732914.731184.7573-0.732914.731,184.7573,-0.732914.731184.7573-1.8914.731,184.7573,-1.8-0.5113914.731184.7573-0.5113914.731,184.7573,-0.5113914.731184.7573-1.44914.731,184.7573,-1.44-0.1513914.731184.7573-0.1513914.731,184.7573,-0.1513914.731184.7573-1.08914.731,184.7573,-1.080.2087914.731184.75730.2087914.731,184.7573,0.2087914.731184.7573-0.72914.731,184.7573,-0.720.5687914.731184.75730.5687914.731,184.7573,0.5687914.731184.7573-0.36914.731,184.7573,-0.360.9287914.731184.75730.9287914.731,184.7573,0.9287914.731184.75730914.731,184.7573,01.2887914.731184.75731.2887914.731,184.7573,1.2887914.731185.14230914.731,185.1423,01.2887914.731185.14231.2887914.731,185.1423,1.2887914.731185.1423-0.36914.731,185.1423,-0.360.9287914.731185.14230.9287914.731,185.1423,0.9287914.731185.1423-0.72914.731,185.1423,-0.720.5687914.731185.14230.5687914.731,185.1423,0.5687914.731185.1423-1.08914.731,185.1423,-1.080.2087914.731185.14230.2087914.731,185.1423,0.2087914.731185.1423-1.44914.731,185.1423,-1.44-0.1513914.731185.1423-0.1513914.731,185.1423,-0.1513914.731185.1423-1.8914.731,185.1423,-1.8-0.5113914.731185.1423-0.5113914.731,185.1423,-0.5113914.731185.1423-2.0207914.731,185.1423,-2.0207-0.732914.731185.1423-0.732914.731,185.1423,-0.732914.731185.5273-2.0207914.731,185.5273,-2.0207-0.732914.731185.5273-0.732914.731,185.5273,-0.732914.731185.5273-1.8914.731,185.5273,-1.8-0.5113914.731185.5273-0.5113914.731,185.5273,-0.5113914.731185.5273-1.44914.731,185.5273,-1.44-0.1513914.731185.5273-0.1513914.731,185.5273,-0.1513914.731185.5273-1.08914.731,185.5273,-1.080.2087914.731185.52730.2087914.731,185.5273,0.2087914.731185.5273-0.72914.731,185.5273,-0.720.5687914.731185.52730.5687914.731,185.5273,0.5687914.731185.5273-0.36914.731,185.5273,-0.360.9287914.731185.52730.9287914.731,185.5273,0.9287914.731185.52730914.731,185.5273,01.2887914.731185.52731.2887914.731,185.5273,1.2887911.491185.52730911.491,185.5273,01.2887911.491185.52731.2887911.491,185.5273,1.2887911.491185.5273-0.36911.491,185.5273,-0.360.9287911.491185.52730.9287911.491,185.5273,0.9287911.491185.5273-0.72911.491,185.5273,-0.720.5687911.491185.52730.5687911.491,185.5273,0.5687911.491185.5273-1.08911.491,185.5273,-1.080.2087911.491185.52730.2087911.491,185.5273,0.2087911.491185.5273-1.44911.491,185.5273,-1.44-0.1513911.491185.5273-0.1513911.491,185.5273,-0.1513911.491185.5273-1.6319911.491,185.5273,-1.6319-0.3432911.491185.5273-0.3432911.491,185.5273,-0.3432911.851185.5273-1.6751911.851,185.5273,-1.6751-0.3864911.851185.5273-0.3864911.851,185.5273,-0.3864911.851185.5273-1.44911.851,185.5273,-1.44-0.1513911.851185.5273-0.1513911.851,185.5273,-0.1513911.851185.5273-1.08911.851,185.5273,-1.080.2087911.851185.52730.2087911.851,185.5273,0.2087911.851185.5273-0.72911.851,185.5273,-0.720.5687911.851185.52730.5687911.851,185.5273,0.5687911.851185.5273-0.36911.851,185.5273,-0.360.9287911.851185.52730.9287911.851,185.5273,0.9287911.851185.52730911.851,185.5273,01.2887911.851185.52731.2887911.851,185.5273,1.2887912.211185.52730912.211,185.5273,01.2887912.211185.52731.2887912.211,185.5273,1.2887912.211185.5273-0.36912.211,185.5273,-0.360.9287912.211185.52730.9287912.211,185.5273,0.9287912.211185.5273-0.72912.211,185.5273,-0.720.5687912.211185.52730.5687912.211,185.5273,0.5687912.211185.5273-1.08912.211,185.5273,-1.080.2087912.211185.52730.2087912.211,185.5273,0.2087912.211185.5273-1.44912.211,185.5273,-1.44-0.1513912.211185.5273-0.1513912.211,185.5273,-0.1513912.211185.5273-1.7183912.211,185.5273,-1.7183-0.4296912.211185.5273-0.4296912.211,185.5273,-0.4296912.571185.5273-1.7615912.571,185.5273,-1.7615-0.4728912.571185.5273-0.4728912.571,185.5273,-0.4728912.571185.5273-1.44912.571,185.5273,-1.44-0.1513912.571185.5273-0.1513912.571,185.5273,-0.1513912.571185.5273-1.08912.571,185.5273,-1.080.2087912.571185.52730.2087912.571,185.5273,0.2087912.571185.5273-0.72912.571,185.5273,-0.720.5687912.571185.52730.5687912.571,185.5273,0.5687912.571185.5273-0.36912.571,185.5273,-0.360.9287912.571185.52730.9287912.571,185.5273,0.9287912.571185.52730912.571,185.5273,01.2887912.571185.52731.2887912.571,185.5273,1.2887912.931185.52730912.931,185.5273,01.2887912.931185.52731.2887912.931,185.5273,1.2887912.931185.5273-0.36912.931,185.5273,-0.360.9287912.931185.52730.9287912.931,185.5273,0.9287912.931185.5273-0.72912.931,185.5273,-0.720.5687912.931185.52730.5687912.931,185.5273,0.5687912.931185.5273-1.08912.931,185.5273,-1.080.2087912.931185.52730.2087912.931,185.5273,0.2087912.931185.5273-1.44912.931,185.5273,-1.44-0.1513912.931185.5273-0.1513912.931,185.5273,-0.1513912.931185.5273-1.8047912.931,185.5273,-1.8047-0.516912.931185.5273-0.516912.931,185.5273,-0.516913.291185.5273-1.8479913.291,185.5273,-1.8479-0.5592913.291185.5273-0.5592913.291,185.5273,-0.5592913.291185.5273-1.8913.291,185.5273,-1.8-0.5113913.291185.5273-0.5113913.291,185.5273,-0.5113913.291185.5273-1.44913.291,185.5273,-1.44-0.1513913.291185.5273-0.1513913.291,185.5273,-0.1513913.291185.5273-1.08913.291,185.5273,-1.080.2087913.291185.52730.2087913.291,185.5273,0.2087913.291185.5273-0.72913.291,185.5273,-0.720.5687913.291185.52730.5687913.291,185.5273,0.5687913.291185.5273-0.36913.291,185.5273,-0.360.9287913.291185.52730.9287913.291,185.5273,0.9287913.291185.52730913.291,185.5273,01.2887913.291185.52731.2887913.291,185.5273,1.2887913.651185.52730913.651,185.5273,01.2887913.651185.52731.2887913.651,185.5273,1.2887913.651185.5273-0.36913.651,185.5273,-0.360.9287913.651185.52730.9287913.651,185.5273,0.9287913.651185.5273-0.72913.651,185.5273,-0.720.5687913.651185.52730.5687913.651,185.5273,0.5687913.651185.5273-1.08913.651,185.5273,-1.080.2087913.651185.52730.2087913.651,185.5273,0.2087913.651185.5273-1.44913.651,185.5273,-1.44-0.1513913.651185.5273-0.1513913.651,185.5273,-0.1513913.651185.5273-1.8913.651,185.5273,-1.8-0.5113913.651185.5273-0.5113913.651,185.5273,-0.5113913.651185.5273-1.8911913.651,185.5273,-1.8911-0.6024913.651185.5273-0.6024913.651,185.5273,-0.6024914.011185.5273-1.9343914.011,185.5273,-1.9343-0.6456914.011185.5273-0.6456914.011,185.5273,-0.6456914.011185.5273-1.8914.011,185.5273,-1.8-0.5113914.011185.5273-0.5113914.011,185.5273,-0.5113914.011185.5273-1.44914.011,185.5273,-1.44-0.1513914.011185.5273-0.1513914.011,185.5273,-0.1513914.011185.5273-1.08914.011,185.5273,-1.080.2087914.011185.52730.2087914.011,185.5273,0.2087914.011185.5273-0.72914.011,185.5273,-0.720.5687914.011185.52730.5687914.011,185.5273,0.5687914.011185.5273-0.36914.011,185.5273,-0.360.9287914.011185.52730.9287914.011,185.5273,0.9287914.011185.52730914.011,185.5273,01.2887914.011185.52731.2887914.011,185.5273,1.2887914.371185.52730914.371,185.5273,01.2887914.371185.52731.2887914.371,185.5273,1.2887914.371185.5273-0.36914.371,185.5273,-0.360.9287914.371185.52730.9287914.371,185.5273,0.9287914.371185.5273-0.72914.371,185.5273,-0.720.5687914.371185.52730.5687914.371,185.5273,0.5687914.371185.5273-1.08914.371,185.5273,-1.080.2087914.371185.52730.2087914.371,185.5273,0.2087914.371185.5273-1.44914.371,185.5273,-1.44-0.1513914.371185.5273-0.1513914.371,185.5273,-0.1513914.371185.5273-1.8914.371,185.5273,-1.8-0.5113914.371185.5273-0.5113914.371,185.5273,-0.5113914.371185.5273-1.9775914.371,185.5273,-1.9775-0.6888914.371185.5273-0.6888914.371,185.5273,-0.6888911.491182.82730911.491,182.8273,01.2887911.491182.82731.2887911.491,182.8273,1.2887911.491182.8273-0.36911.491,182.8273,-0.360.9287911.491182.82730.9287911.491,182.8273,0.9287911.491182.8273-0.72911.491,182.8273,-0.720.5687911.491182.82730.5687911.491,182.8273,0.5687911.491182.8273-1.08911.491,182.8273,-1.080.2087911.491182.82730.2087911.491,182.8273,0.2087911.491182.8273-1.44911.491,182.8273,-1.44-0.1513911.491182.8273-0.1513911.491,182.8273,-0.1513911.491182.8273-1.6319911.491,182.8273,-1.6319-0.3432911.491182.8273-0.3432911.491,182.8273,-0.3432911.851182.8273-1.6751911.851,182.8273,-1.6751-0.3864911.851182.8273-0.3864911.851,182.8273,-0.3864911.851182.8273-1.44911.851,182.8273,-1.44-0.1513911.851182.8273-0.1513911.851,182.8273,-0.1513911.851182.8273-1.08911.851,182.8273,-1.080.2087911.851182.82730.2087911.851,182.8273,0.2087911.851182.8273-0.72911.851,182.8273,-0.720.5687911.851182.82730.5687911.851,182.8273,0.5687911.851182.8273-0.36911.851,182.8273,-0.360.9287911.851182.82730.9287911.851,182.8273,0.9287911.851182.82730911.851,182.8273,01.2887911.851182.82731.2887911.851,182.8273,1.2887912.211182.82730912.211,182.8273,01.2887912.211182.82731.2887912.211,182.8273,1.2887912.211182.8273-0.36912.211,182.8273,-0.360.9287912.211182.82730.9287912.211,182.8273,0.9287912.211182.8273-0.72912.211,182.8273,-0.720.5687912.211182.82730.5687912.211,182.8273,0.5687912.211182.8273-1.08912.211,182.8273,-1.080.2087912.211182.82730.2087912.211,182.8273,0.2087912.211182.8273-1.44912.211,182.8273,-1.44-0.1513912.211182.8273-0.1513912.211,182.8273,-0.1513912.211182.8273-1.7183912.211,182.8273,-1.7183-0.4296912.211182.8273-0.4296912.211,182.8273,-0.4296912.571182.8273-1.7615912.571,182.8273,-1.7615-0.4728912.571182.8273-0.4728912.571,182.8273,-0.4728912.571182.8273-1.44912.571,182.8273,-1.44-0.1513912.571182.8273-0.1513912.571,182.8273,-0.1513912.571182.8273-1.08912.571,182.8273,-1.080.2087912.571182.82730.2087912.571,182.8273,0.2087912.571182.8273-0.72912.571,182.8273,-0.720.5687912.571182.82730.5687912.571,182.8273,0.5687912.571182.8273-0.36912.571,182.8273,-0.360.9287912.571182.82730.9287912.571,182.8273,0.9287912.571182.82730912.571,182.8273,01.2887912.571182.82731.2887912.571,182.8273,1.2887912.931182.82730912.931,182.8273,01.2887912.931182.82731.2887912.931,182.8273,1.2887912.931182.8273-0.36912.931,182.8273,-0.360.9287912.931182.82730.9287912.931,182.8273,0.9287912.931182.8273-0.72912.931,182.8273,-0.720.5687912.931182.82730.5687912.931,182.8273,0.5687912.931182.8273-1.08912.931,182.8273,-1.080.2087912.931182.82730.2087912.931,182.8273,0.2087912.931182.8273-1.44912.931,182.8273,-1.44-0.1513912.931182.8273-0.1513912.931,182.8273,-0.1513912.931182.8273-1.8047912.931,182.8273,-1.8047-0.516912.931182.8273-0.516912.931,182.8273,-0.516913.291182.8273-1.8479913.291,182.8273,-1.8479-0.5592913.291182.8273-0.5592913.291,182.8273,-0.5592913.291182.8273-1.8913.291,182.8273,-1.8-0.5113913.291182.8273-0.5113913.291,182.8273,-0.5113913.291182.8273-1.44913.291,182.8273,-1.44-0.1513913.291182.8273-0.1513913.291,182.8273,-0.1513913.291182.8273-1.08913.291,182.8273,-1.080.2087913.291182.82730.2087913.291,182.8273,0.2087913.291182.8273-0.72913.291,182.8273,-0.720.5687913.291182.82730.5687913.291,182.8273,0.5687913.291182.8273-0.36913.291,182.8273,-0.360.9287913.291182.82730.9287913.291,182.8273,0.9287913.291182.82730913.291,182.8273,01.2887913.291182.82731.2887913.291,182.8273,1.2887913.651182.82730913.651,182.8273,01.2887913.651182.82731.2887913.651,182.8273,1.2887913.651182.8273-0.36913.651,182.8273,-0.360.9287913.651182.82730.9287913.651,182.8273,0.9287913.651182.8273-0.72913.651,182.8273,-0.720.5687913.651182.82730.5687913.651,182.8273,0.5687913.651182.8273-1.08913.651,182.8273,-1.080.2087913.651182.82730.2087913.651,182.8273,0.2087913.651182.8273-1.44913.651,182.8273,-1.44-0.1513913.651182.8273-0.1513913.651,182.8273,-0.1513913.651182.8273-1.8913.651,182.8273,-1.8-0.5113913.651182.8273-0.5113913.651,182.8273,-0.5113913.651182.8273-1.8911913.651,182.8273,-1.8911-0.6024913.651182.8273-0.6024913.651,182.8273,-0.6024914.011182.8273-1.9343914.011,182.8273,-1.9343-0.6456914.011182.8273-0.6456914.011,182.8273,-0.6456914.011182.8273-1.8914.011,182.8273,-1.8-0.5113914.011182.8273-0.5113914.011,182.8273,-0.5113914.011182.8273-1.44914.011,182.8273,-1.44-0.1513914.011182.8273-0.1513914.011,182.8273,-0.1513914.011182.8273-1.08914.011,182.8273,-1.080.2087914.011182.82730.2087914.011,182.8273,0.2087914.011182.8273-0.72914.011,182.8273,-0.720.5687914.011182.82730.5687914.011,182.8273,0.5687914.011182.8273-0.36914.011,182.8273,-0.360.9287914.011182.82730.9287914.011,182.8273,0.9287914.011182.82730914.011,182.8273,01.2887914.011182.82731.2887914.011,182.8273,1.2887914.371182.82730914.371,182.8273,01.2887914.371182.82731.2887914.371,182.8273,1.2887914.371182.8273-0.36914.371,182.8273,-0.360.9287914.371182.82730.9287914.371,182.8273,0.9287914.371182.8273-0.72914.371,182.8273,-0.720.5687914.371182.82730.5687914.371,182.8273,0.5687914.371182.8273-1.08914.371,182.8273,-1.080.2087914.371182.82730.2087914.371,182.8273,0.2087914.371182.8273-1.44914.371,182.8273,-1.44-0.1513914.371182.8273-0.1513914.371,182.8273,-0.1513914.371182.8273-1.8914.371,182.8273,-1.8-0.5113914.371182.8273-0.5113914.371,182.8273,-0.5113914.371182.8273-1.9775914.371,182.8273,-1.9775-0.6888914.371182.8273-0.6888914.371,182.8273,-0.6888

Hoja2Mu = ) for flexurePu1 = 1.65(1.4D + 1.7F + 1.6H) for direct tension (hoop tensile stress in reinforcing)1.3(1.4D + 1.7F + 1.6HPu2 = 1.0(1.4D + 1.7F + 1.6H) for direct compression (hoop compression stress in concrete)Vu 1= 1.0(1.4D + 1.7F + 1.6H) shear provided by concreteVu2 = 1.3(1.4D + 1.7F + 1.6H) for shear beyond 1.31.41.71.6h1.82pp2.21f2.08h1.652.311.71.6h3.8115pp2.805f2.64h1.4pp1.7f1.6h1.4pp1.7f1.6h1.31.31.71.6h1.69pp2.21f2.08h5911.131182.827-0.36911.131185.527-0.37914.731185.527-0.7328914.731182.827-0.732

rectangular1CONSTANTES DE DISEOConcreto fc = 210kg/cm2Acero de refuerzo fy = 4200kg/cm21500Peso volumtrico del concreto = 2400 kg/m3Peso volumtrico del agua = 1Ton/m3Capacidad mnima de carga del suelo a = 10000 kg/m3Cargas vivas 250 kg/m2 DIMENSIONES DEL TANQUE

Volumen de diseo 13.27m3Dimetro interior (D) 2.60mNivel mximo de agua 2.50mAltura mxima de los muros hasta la losa 2.90mBordo libre 0.20m

1Clculo de las presiones del agua a diferentes profundidadesP= h /2h12.9m1.28001.280h22m0.9710.3090.3090.1545Ton/m20.880.40.40.2h31m0.65320.31780.480.40.335480.317720.944520.79Ton/m20.080.41.21.005-0.017740.35322-0.320.4-0.30.282261.581.26226Ton/m20.94452-0.730.411.582.012.011.5075

P1= (h1 +h2 )/22.45kg/cm2P2= h2 /21kg/cm2P3= h3 /20.5kg/cm2T = PD/2T1 = P1D/23.185kgT2 = P2D/21.3kgT3 = P3D/20.65kgT maximo3.185kgAs = T/fsAs1 = T1/fs0.00cm2

As2 = T2/fs0.00cm2

As3 = T3/fs0.00cm2

sismo00.750.050.750.10.750.150.750.20.750.250.750.30.750.350.750.40.750.450.750.50.750.550.750.60.750.650.750.70.750.720.750.770.70129870130.820.65853658540.870.62068965520.920.58695652170.970.55670103091.020.52941176471.070.50467289721.120.48214285711.170.46153846151.220.44262295081.270.42519685041.320.40909090911.370.39416058391.420.38028169011.470.36734693881.520.35526315791.570.34394904461.620.33333333331.670.32335329341.720.31395348841.770.30508474581.820.29670329671.870.28877005351.920.281251.970.27411167512.020.26732673272.070.26086956522.120.25471698

Memoria Final

Documents

Transcript of Memoria Final