Memorias Estructurales.pdf

MEMORIAS DE DISEÑO ESTRUCTURAL SEGÚN NSR-2010

DESARENADOR PLANTA DE TRATAMIENTO TANQUE ENTERRADO

PROYECTO ESTUDIOS DE FACTIBILIDAD Y DISEÑO PARA EL ACUEDUCTO REGIONAL PARA EL ABASTECIMIENTO DE AGUA POTABLE POR GRAVEDAD DE LOS CORREGIMIENTOS DE CARACOLI, LOS VENADOS, EL PERRO Y GUAYMARAL, MUNICIPIO DE VALLEDUPAR Y CORREGIMIENTO EL VALLITO MUNICIPIO DE EL PASO-DEPARTAMENTO DEL CESAR

JULIO M. RAMOS QUINTERO ING. CIVIL – ESPECIALISTA ESTRUCTURAS M.P. 17202089734 (CLD) CONSULTOR

VALLEDUPAR, AGOSTO DE 2011

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

PARÁMETROS DE DISEÑO Y CONSIDERACIONES ESTRUCTURALES Se proyecta diseñar un desarenador, una planta de tratamiento y un tanque enterrado de almacenamiento de agua potable con capacidad para aproximadamente 250m3 en concreto reforzado. Estas estructuras se diseñaron para que tengan resistencia y rigidez adecuadas ante las cargas de diseño de acuerdo con las disposiciones de la NSR-10 (Reglamento Colombiano de Construcciones Sismo Resistente). El desarenador tiene unas dimensiones de 11.90 de largo, 5.55m de ancho y una profundidad promedio de 2.95m, esta conformado por una estructura en muros de concreto cuyo espesor es de 25cm. Este tiene unas cámaras anexas en muros de concreto de 20cm de espesor. La planta de Tratamiento tiene unas dimensiones de 9.21m de ancho, 11.80m de largo y profundidades variables. Ella esta conformada por una zona de floculadores, canal de lavado, filtros y un canal recolector de agua filtrada. Los muros de esta estructura son de espesor de 15 y 20cm. El tanque se diseñó con las dimensiones de 11.80m de largo, 8.70m de ancho y una profundidad de 3.00m. La estructura de cubierta es una losa aligerada en concreto cuyo espesor es de 0.30m, armada en una dirección, soportado por un sistema estructural aporticado y en el perímetro, muros en concreto cuyo espesor es de 0.25m. Lo anterior mejora el comportamiento en conjunto, ante cargas verticales y horizontales. La cimentación esta compuesta por zapatas amaradas con vigas de cimentación y una placa de fondo cuyo espesor es de 0.25m que sirve para darle estabilidad a la estructura ante el volcamiento.

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Figura 1 y 2. Configuración geométrica desarenador.

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Figura 3 y 4. Configuración geométrica Planta de tratamiento.

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Figura 5 y 6. Configuración geométrica Tanque. Las columnas son de sección 0.30m x 0.30m, las vigas riostras y las viguetas son de 0.12X0.32m, la vigas principales, secundaria y de cimentación son de .30m x .35, las viguetas son de .12m x .30m. El análisis estructural se realizó por elementos finitos y su diseño aplicando la NSR – 10, utilizando los programas de cálculo Etabs y Risafoot.

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

1.0 MATERIALES Concreto: Debe tener una resistencia a la compresión simple a los 28 días, f’c igual o superior a 28.0 MPa (280 kg/cm2) (4.000 PSI). Acero de refuerzo: Debe tener un límite de fluencia, fy igual a 420 MPa (4200 kg/cm2) (60.000 PSI). El módulo de elasticidad usado es según la ecuación Ec = 4700√f’c en MPa NSR-10 C.8.5 Ec = 4700√28 = 24870 MPa 2.0 FUERZAS GRAVITATORIAS SOBRE LA CUBIERTA TANQUE Para las vigas de la cubierta, se consideró una carga viva por mantenimiento y carga muerta debido al peso propio de cada elemento. EVALUACIÓN DE CARGAS CUBIERTA CARGA MUERTA Peso vigueta: 0.12x0.25x2.4/0.62 Peso Plaqueta: 1x1x0.08x2.4 Peso Bovedilla: Acabado y pañete: Posibles muros: Total Carga muerta

=0.116 t/m2 =0.192 t/m2 =0.147 t/m2 =0.088 t/m2 =0.057 t/m2

CARGA VIVA

=0.600t/m2 =0.180T/m2

EVALUACIÓN DE CARGAS PASARELAS CARGA MUERTA Peso Placa: 1x1x0.1x2.4

=0.240 t/m2

CARGA VIVA

=0.180T/m2

3.0 MODELO ESTRUCTURAL Y CARGAS SOBRE LOS MUROS Y LOSAS DE CIMENTACION Se diseñaron bajo dos condiciones: *. Caso mantenimiento: el desarenador, planta de tratamiento o el tanque esta vacio. Sobre los muros actua el empuje de tierra y en la losa de cimentación actua

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

la reacción de el suelo ante las cargas de peso propio y carga viva de la cubierta, pasarelas y los muros. Presión Hidrostática (B): Si existe nivel freático al hacer la excavación, se debe construir un filtro al lado de los muros y por debajo de la cimentación con el fin de que la presión no nos afecte la estructura. Presión lateral del terreno (H1): Esta dada por la siguiente formula: H1 = Ka x t x A x h Dónde: Ka: Coeficiente de empuje lateral de terreno. Kae: Coeficiente de empuje lateral dinámico por sismo t : Peso unitario del terreno = 1.8 ton/m3 A: Ancho franja = 1m h: altura terreno = 3.30m Para un Angulo de reposo  = 0, y un Angulo de fricción de 30º, el Ka calculado es 0.33 y el Kae= 0.50 (ver anexo diseño muro) *. Caso Estanqueidad: El tanque esta lleno. Sobre los muros actua el empuje del agua (B) y sobre la losa actua el peso de agua y al reacción de suelo ante esta carga y el peso propio y carga viva de la cubierta y los muros. Presión Hidrostática (B): Esta dada por la siguiente formula: B = w x h x A Dónde: w : Peso unitario del agua = 1.0 ton/m3 A: Ancho franja = 1m h: altura terreno = 3.30m

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Algunos elementos estructurales se modelo con elementos sometido a flexión y cortante de un metro de ancho, El suelo se modelo como resortes con un modulo de reacción de terreno de 2.92 kg/cm3 o 2920 ton/m3 que es el que corresponde a un suelo con una capacidad portante de 1.4Kg/cm2. Los cálculos se hicieron con un programa de análisis y diseño estructural (SAP2000) sobre la cual se monto el modelo estructural de cada elemento a analizar y diseña. Para la modelación del tanque ante cargas sísmicas y gravitacionales se uso un modelo en Etabs, donde se colocan todos los elementos estructurales que conforman el tanque. 4.0 FUERZAS SÍSMICAS. 4.1 Espectro de diseño (A.2.6 – NSR-10)

Zona de amenaza sísmica = baja Tipo de Perfil del suelo = D Coeficiente de importancia = Grupo IV. Estructuras indispensables. Valor coeficiente de importancia I = 1.5 (A.1.3.3 NSR-10, Estructuras Especiales Ro= 4) JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Espectro de diseño y parámetros usados

La torsión accidental es 5% y p a = 1.00; Ro = R.=4.0 Las combinaciones de carga utilizadas fueron: Para la cubierta 1.4D 1.2D+ 1.6L 1.2D+ 1.0E + 1.0L 0.9D+ 1.0E Para los muros 1.2D+ 1.6 (L+H) 0.9D+ 1.0E Al hacer el análisis de la estructura la mayor deriva de la estructura es de .000074% (ver anexo Derivas) el cual es mucho menor a la deriva máxima permitida por NSR-10, la cual es de (1% altura). Esto nos muestra que al actuar el sismo en la estructura esta es tan rigida por la conformacion de los muros que prácticamente la estructura no se desplaza.

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

5.0 JUNTAS DE CONSTRUCCION Y DILATACION Las juntas de construcción se proporcionan en la estructura con el objeto de segmentarla en unidades más pequeñas, de acuerdo con la capacidad de construcción en la obra. Su función es la de separar una etapa de la colocación del concreto respecto a la subsecuente. Todo el acero de refuerzo se debe continuar a lo largo o a través de las juntas de construcción, siendo necesaria la colocación de un dispositivo de retención de agua como cintas de PVC, para garantizar la estanqueidad del tanque. La posición de las juntas de construcción se indicará en los planos respectivos. Si el contratista requiere aumentar el número o cambiar la posición de dichas juntas, deberá contar con la aprobación previa de la dirección de la obra. Los dispositivos de retención de agua fabricados con caucho, vinil, metal u otros materiales aprobados, deberán tener contornos y patrones que estén de acuerdo con la función que vayan a desempeñar. Estos dispositivos para retener el agua se encuentran disponibles en diversas configuraciones, aunque esencialmente son bandas preformadas de un material impermeable y durable, generalmente de hule, o de PVC; aun cuando también se usa el cobre y el acero. Durante la construcción se empotrarán parcial o totalmente en el concreto para cubrir la junta, proporcionándose así una barrera permanente al paso del líquido, aun para los movimientos posteriores de la junta.

JULIO M. RAMOS QUINTERO Ing. Civil – Especialista Estructuras U.Nal. MP. 17202089734 CLD ING. CONSULTOR

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

ANEXOS

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

ANALISIS Y DISEÑO DESARENADOR

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Camara 1 Desarenador: Carga Muros Por relleno H1 = 0.50x1.8 ton/m3 x 2.00m*1m = 1.80 ton/m Esta es una carga triangular actuando sobre el muro 0 ton/m

1.80 ton/m Por Agua H1w = 1.0 ton/m3 x 2.00m*1m = 2.80 ton/m Esta es una carga triangular actuando sobre el muro

0 ton/m

2.00 ton/m

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SAP2000

SAP2000 v14.0.0 - File:cam1desra - 3-D View - Tonf, m, C Units

8/17/11 15:02:41

SAP2000

SAP2000 v14.0.0 - File:cam1desra - X-Z Plane @ Y=0 - Tonf, m, C Units

8/17/11 15:03:05

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

SAP2000 v14.0.0 Table: Frame

DesignSect

DesignType

23 23 23 23 23 23 23 23 23 27 27 27 27 27 27 27 27 27 28 28 29 29 30 30 31 31 31 31 31 31 31 31 31 34 34 35 35 36 36

V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2

Column Column Column Column Column Column Column Column Column Column Column Column Column Column Column Column Column Column Beam Beam Beam Beam Beam Beam Column Column Column Column Column Column Column Column Column Beam Beam Beam Beam Beam Beam

Table:

8/17/11 8:32:42

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3

No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

Status

Location cm

FTopCombo

FTopArea cm2

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

0.000 32.500 65.000 97.500 130.000 162.500 195.000 227.500 260.000 0.000 22.500 45.000 67.500 90.000 112.500 135.000 157.500 180.000 0.000 33.333 0.000 33.333 0.000 33.333 0.000 10.000 20.000 30.000 40.000 50.000 60.000 70.000 80.000 0.000 40.000 0.000 40.000 0.000 40.000

COMB4 COMB4 (Sp) COMB4 (Sp) COMB4 (Sp) COMB4 (Sp) COMB4 (Sp) COMB3 COMB3 COMB3 COMB4 COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB4 COMB4 COMB4 COMB4 COMB4 COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB1 COMB2 COMB2 COMB2 COMB2 COMB2 COMB3

2.132E-14 2.1393 2.1393 2.1393 2.1393 2.1393 3.6338 5.0219 6.6107 0.0000 0.6878 0.6878 0.6878 0.6878 0.6878 0.6878 0.6878 0.6878 6.6107 6.2601 6.2601 5.7636 5.7636 5.5263 5.0219 5.0219 4.2024 3.1851 2.1942 1.7973 1.7973 1.7973 0.8864 1.7473 2.4243 2.4243 3.0344 3.0344 4.1414

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3

Frame

FBotCombo

FBotArea cm2

VCombo

VRebar cm2/cm

TLngCombo

TLngArea cm2

23 23 23 23 23 23 23 23 23 27 27 27 27 27 27 27 27 27 28 28 29 29 30 30 31 31 31 31 31 31 31 31 31 34 34 35 35 36

COMB4 (Sp) COMB4 (Sp) COMB4 (Sp) COMB4 (Sp) COMB4 (Sp) COMB4 (Sp) COMB4 COMB4 COMB4 COMB3 COMB3 COMB3 COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 COMB1 COMB4 COMB4 COMB4 COMB4 COMB4 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 (Sp) COMB3 (Sp) COMB2 COMB1 COMB2 (Sp) COMB2 (Sp) COMB2 (Sp) COMB2 (Sp)

4.263E-14 2.1393 2.1393 2.1393 2.1393 2.1393 3.6338 5.0219 6.6107 2.7762 1.8523 1.1630 0.6878 0.6878 0.6878 0.6878 0.6878 1.907E-15 0.0000 7.1043 7.1043 6.2948 6.2948 5.7748 6.7340 5.8214 4.9212 4.1849 4.1849 3.0532 2.1644 2.1644 2.1038 1.0656 1.4502 1.4502 1.8138 1.8138

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0837 0.0837 0.0837 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

36

Table: Frame

23 23 23 23 23 23 23 23 23 27 27 27 27 27 27 27 27 27 28 28 29 29 30 30 31 31 31 31 31 31 31 31 31 34 34 35 35 36 36

COMB3 (Sp)

2.4721

COMB4

0.0000

COMB4

0.0000

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3 TTrnCombo

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

TTrnRebar

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 . 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

ErrMsg cm2/cm No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages

WarnMsg

No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

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MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Camara Tolva Desarenador: Carga Muros Por relleno H1 = 0.50x2.7 ton/m3 x 2.00m*1m = 2.70 ton/m Esta es una carga triangular actuando sobre el muro 0 ton/m

2.70 ton/m

Por Agua H1w = 1.0 ton/m3 x 2.70m*1m = 2.70 ton/m Esta es una carga triangular actuando sobre el muro 0 ton/m

2.70 ton/m

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SAP2000

SAP2000 v14.0.0 - File:tolvdesare - 3-D View - Tonf, m, C Units

8/17/11 15:05:44

SAP2000

SAP2000 v14.0.0 - File:tolvdesare - X-Z Plane @ Y=0 - Tonf, m, C Units

8/17/11 15:06:15

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

SAP2000 v14.0.0 Table:

8/17/11 8:53:32

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3

Frame

DesignSect

DesignType

Status

Location cm

FTopCombo

FTopArea cm2

3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 13 13 13 14 14 14 15 15 15

V1 V1 V1 V1 V1 V1 V1 V1 V1 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2

Column Column Column Column Column Column Column Column Column Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam

No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg

0.000 135.000 270.000 0.000 135.000 270.000 0.000 135.000 270.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000 0.000 26.500 53.000

COMB3 COMB3 (Sp) COMB1 COMB3 COMB3 (Sp) COMB4 COMB4 COMB3 (Sp) COMB1 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB1 (Sp) COMB1 COMB1 COMB3 (Sp) COMB4 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB1

6.6959 2.1580 2.495E-14 6.6959 2.1580 8.205E-15 6.6959 2.1580 2.083E-14 6.6959 6.6959 6.6959 6.6959 5.9166 4.9524 4.9524 3.1581 1.9546 1.9546 0.8172 0.5290 0.5290 1.0742 0.0000 4.3511 4.0998 4.4282 4.4282 4.4782 5.1101 5.1101 5.4558 6.3892 6.3892 6.6959 6.6959 6.6959 6.6959 2.491E-14

Table:

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3

Frame

FBotCombo

FBotArea cm2

VCombo

VRebar cm2/cm

TLngCombo

TLngArea cm2

3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 13 13 13 14 14 14 15 15

COMB4 COMB3 (Sp) COMB3 COMB3 (Sp) COMB3 (Sp) COMB3 COMB3 COMB3 (Sp) COMB3 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB1 COMB1 COMB3 COMB3 COMB3 (Sp) COMB4 COMB3 (Sp) COMB3 (Sp) COMB4 COMB3 (Sp) COMB3 (Sp) COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

6.6959 2.1580 2.583E-13 4.3470 2.1580 6.508E-14 6.6959 2.1580 1.478E-12 7.3654 6.2902 5.8589 5.8589 5.5489 4.1439 4.1439 3.2174 2.2181 2.2181 1.8555 1.5807 1.5807 3.4855 4.9857 2.4739 1.6918 2.5175 2.5175 1.8555 2.9029 2.9029 3.2174 4.1439 4.1439 5.5489 5.8589 5.8589 6.2902

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 21

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

15

Table:

COMB4

7.3654

COMB4

0.0000

COMB4

0.0000

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3

Frame

TTrnCombo

TTrnRebar

3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 13 13 13 14 14 14 15 15

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

ErrMsg cm2/cm No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

WarnMsg

No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 22

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño pasarela: CM= 0.50ton/m CV= 0.18ton/m

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 23

SAP2000

SAP2000 v14.0.0 - File:PASARELA - 3-D View - Tonf, cm, C Units

8/17/11 15:08:12

SAP2000

SAP2000 v14.0.0 - File:PASARELA - X-Z Plane @ Y=0 - Tonf, cm, C Units

8/17/11 15:08:49

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

SAP2000 v14.0.0 Table:

Table:

8/17/11 9:01:44

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 1 of 3 Frame

DesignSect

DesignType

2 2 3 3

V1 V1 V1 V1

Beam Beam Beam Beam

Location cm

FTopCombo

FTopArea cm2

Messages Messages Messages Messages

0.000 45.000 0.000 45.000

COMB1 COMB1 COMB1 COMB1

5.263E-17 0.5084 0.5084 7.894E-17

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 2 of 3 Frame

2 2 3 3

Table:

No No No No

Status

FBotCombo

COMB1 COMB1 COMB1 COMB1

(Sp) (Sp) (Sp) (Sp)

FBotArea cm2

VCombo

VRebar cm2/cm

TLngCombo

TLngArea cm2

1.053E-16 0.2534 0.2534 1.579E-16

COMB1 COMB1 COMB1 COMB1

0.0000 0.0000 0.0000 0.0000

COMB1 COMB1 COMB1 COMB1

0.0000 0.0000 0.0000 0.0000

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 3 of 3 Frame

TTrnCombo

TTrnRebar cm2/cm

2 2 3 3

COMB1 COMB1 COMB1 COMB1

0.0000 0.0000 0.0000 0.0000

ErrMsg

No No No No

Messages Messages Messages Messages

WarnMsg

No No No No

Messages Messages Messages Messages

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 26

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño viga pasarela: CM= 0.50ton/m CV= 0.18ton/m

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 27

SAP2000

SAP2000 v14.0.0 - File:viga pasarela - 3-D View - Tonf, cm, C Units

8/17/11 15:29:19

SAP2000

SAP2000 v14.0.0 - File:viga pasarela - X-Z Plane @ Y=0 - Tonf, cm, C Units

8/17/11 15:28:57

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

SAP2000 v14.0.0 Table:

Table:

Table:

8/17/11 9:12:24

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 1 of 3 Frame

DesignSect

DesignType

1 1 1 1 1 1 1 2 2 2 2 2 2 2

V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1

Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam

No No No No No No No No No No No No No No

Status

Location cm

FTopCombo

FTopArea cm2

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

0.000 43.333 86.667 130.000 173.333 216.667 260.000 0.000 43.333 86.667 130.000 173.333 216.667 260.000

COMB1 COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1 COMB1 COMB1 COMB1 COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1

2.200E-16 0.8250 0.8250 0.8250 0.8250 0.9003 2.5977 2.5977 0.9003 0.8250 0.8250 0.8250 0.8250 4.026E-15

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 2 of 3 Frame

FBotCombo

FBotArea cm2

VCombo

VRebar cm2/cm

TLngCombo

TLngArea cm2

1 1 1 1 1 1 1 2 2 2 2 2 2 2

COMB1 COMB1 COMB1 COMB1 COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1 (Sp) COMB1 COMB1 COMB1 COMB1 (Sp)

2.165E-16 1.3216 1.6416 1.6416 0.9126 0.8250 1.6416 1.6416 0.8250 0.9126 1.6416 1.6416 1.3216 4.026E-15

COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.0270 0.0000 0.0000 0.0000 0.0270 0.0270 0.0270 0.0270 0.0270 0.0270 0.0000 0.0000 0.0000 0.0270

COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 3 of 3 Frame

TTrnCombo

TTrnRebar cm2/cm

1 1 1 1 1 1 1 2 2 2 2 2 2 2

COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

ErrMsg

No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

WarnMsg

No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 30

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Última camara Desarenador:

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 31

SAP2000

SAP2000 v14.0.0 - File:camdesra - 3-D View - Tonf, m, C Units

8/17/11 15:32:41

SAP2000

SAP2000 v14.0.0 - File:camdesra - X-Z Plane @ Y=0 - Tonf, m, C Units

8/17/11 15:33:14

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

SAP2000 v14.0.0 Table:

Table:

Table:

8/17/11 8:58:53

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3 Frame

DesignSect

DesignType

16 16 16 17 17 17 19 19 20 20 21 21 22 22

V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1

Column Column Column Column Column Column Beam Beam Beam Beam Beam Beam Beam Beam

No No No No No No No No No No No No No No

Status

Location cm

FTopCombo

FTopArea cm2

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

0.000 110.000 220.000 0.000 118.750 237.500 0.000 43.750 0.000 43.750 0.000 43.750 0.000 43.750

COMB4 COMB3 (Sp) COMB3 COMB4 COMB4 (Sp) COMB4 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3

2.329E-14 1.1424 4.6219 1.325E-14 1.5825 6.4318 4.6219 4.8902 4.8902 5.1419 5.1419 5.3700 5.3700 5.4003

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3 Frame

FBotCombo

FBotArea cm2

VCombo

VRebar cm2/cm

TLngCombo

TLngArea cm2

16 16 16 17 17 17 19 19 20 20 21 21 22 22

COMB4 COMB3 (Sp) COMB3 (Sp) COMB4 (Sp) COMB4 (Sp) COMB3 COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB4 COMB4 COMB4

1.328E-14 1.1424 2.2934 2.324E-14 1.5825 5.4003 2.2934 2.4254 2.4254 2.5491 2.5491 4.4748 4.4748 6.4318

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3 Frame

TTrnCombo

TTrnRebar cm2/cm

16 16 16 17 17 17 19 19 20 20 21 21 22 22

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

ErrMsg

No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

WarnMsg

No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 34

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Muro Camaras laterales Usando las Tablas de la PCA Tabla 3 para nuestra condición B=1.6m

A=2.85m

b/a=1.6/2.85=.56 usamos de la tabla relación b/a para 0.75 Coef Mx=-.024 Mx=coef. * Wa3 Wa=1.6*Kae*H3 Wa= 1.6*1.8*.5*2.853=33.40 ton Mx=0.024*33.40=0.802 ton-m

Se Coloca acero minimo No.4 @ .30m

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 35

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

ANALISIS Y DISEÑO PLANTA DE TRATAMIENTO Diseño Muro Filtros Usando las Tablas de la PCA Tabla 3 para nuestra condición B=2.42m

A=4.53m

b/a=2.42/4.53=.53 usamos de la tabla relación b/a para 0.75 Coef Mx=-.024 Mx=coef. * Wa3 Wa=1.6**H3 Wa= 1.6*1.0*4.533=148.74 ton Mx=0.024*148.74= 3.57ton-m

Se Coloca acero minimo No.4 @ .20m JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 36

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Muro Sedimentadores Usando las Tablas de la PCA Tabla 3 para nuestra condición B=2.14m

A=4.75m

b/a=2.14/3.75=.57 usamos de la tabla relación b/a para 0.75 Coef Mx=-.024 Mx=coef. * Wa3 Wa=1.6**H3 Wa= 1.6*1.0*3.753=84.36 ton Mx=0.024*84.36= 2.02ton-m

Se Coloca acero minimo No.4 @ .20m JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 37

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Losa de fondo Floculadores Pesos muros: 11.70*.2*1.5*2.4*3= 25.30ton 2.15*.15*1.5*2.4*8= 9.30ton 2.15*.2*1.5*2.4*3= 4.65ton Pasarelas: = 1.70ton Codos: = 10.00ton Total: = 50.95ton Esfuerzo= Carga/Area zona floculadores Esfuerzo= 50.95ton/28m2= 1.81ton/m2 Tabla 4 PCA B=1.10m

A=1.35m

b/a=1.10/1.35=0.81 usamos de la tabla relación b/a para 1.0 Coef Mx=My=-.044 Mx=My=coef. * Wa2 Mx=My= 0.044*1.81*1.352.= 0.232ton-m

Se Coloca acero minimo No.4 @ .20m JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 38

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Pasarelas

Peso propio: 0.90 x 0.10 x 2.40 = 0.11Ton Carga Viva = 3 personas de 70Kg/m2 = 0.21Ton Carga de diseño = 1.4D + 1.7L = 1.4 x 0.11 + 1.7 x 0.21 = 0.51 Factor Sism. = 0.51 x 1.10 = 0.56Ton/m2 MA = wL2/2= 0.56/2*(0.90/2)2= 0.06 T-m K =6/(100*72 )= 0.00122 ρ = ρmin = 0.00333 ∆s = 0.00333 x 100 x 7 = 2.30cm2 Colocar arriba 1 Ø ½” cada 30cm y 4 Ø ⅜” Temperatura.

Placa A-B Del Canal Primario Colector De Agua Sedimentada

Peso propio = 1.5 x 2.40 x 1.0 = 0.36 Ton/m2 Agua = 0.52 x 0.84 x 1.0 = 0.44 Ton/m2 Carga de diseño = w = 1.4D + 1.7L = 1.4 x 0.36 + 1.7 x 0.44 = 1.25 Ton/m2 M = wL2/8=1.25/*(0.52/8)2 = 0.042 T-m K = 4.2/(100*122)= 0.0002916 ρ = ρmin = 0.00333 ∆s = 0.00333 x 1200 = 3.996 cm2 Colocar arriba 1 Ø ½” cada 30cm en ambos sentidos.

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 39

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Canaletas Colectoras de Aguas Sedimentadas

PESO PROPIO : AGUA :

0.05 X 0.58 X 2.4 0.20 X 0.15 X 1.0

SOBRECARGA :

= 0.070 Ton = 0.030 Ton = 0.070 Ton

W

= 0.170 Ton

Wu = 1.40 x 0.070 + 1.7 x 0.100 = 0.263 T/m Mu = wL2/8=.263*2.602 /8=0.23 T-m b = 10 ; d = 17.5 K = 0.23/(10*17.52)= 0.00789 ρ = ρmin = 0.00333 ∆s = 0.00333 x 10 x 17.5 = 0.60 cm2 Colocar: Estribos Ø 3/8” cada 20cm. Cantidad 5 Ø ⅜”

5 Ø ⅜” L = 2.41, Son: 180   

Canaleta De Lavado De Los Filtros 

PESO PROPIO : AGUA :

0.90 x 0.10 x 2.4 0.26 x 0.35 x 1.0

= 0.220 Ton/m = 0.091 Ton/m

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 40

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

C.V.

Un hombre/ml

= 0.123 Ton/m

Un muro = .62/2= 0.31Ton Mu = wL2/8 = .31*3.82/8= 0.56T-m b = 10; d = 0.20

      U = 1.20CM + 1.60CV U = 1.20 x 0.22 + 1.60 x 0.22 U = 0.62 T/m La carga la recibirán los dos muros laterales de 0.10 x 0.29 de la canaleta

Armar = Abajo = 3Ø3/8” Arriba = 4Ø3/8” Estribos Ø⅜” cada 20cm Viguetas De Falso Fondo

.16

.16

.16

.16

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 41

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

ANTRACITA: ARENA: GRAVAS: VIGUETAS: MORTERO:

3.60 x 2.78 x 0.50 x 1.5 3.60 x 2.78 x 0.25 x 1.7 3.60 x 2.78 x 0.30 x 1.7 0.06 x 0.36 x 2.78 x 2.4 x 18 0.09*.12/2x 2.78 x 2.0 x 19 Σ=

4.50 Ton 4.25 Ton 5.10 Ton 2.59 Ton 0.57 Ton 17.01 Ton

Peso por Vigueta =17.01/18 = 0.94Ton. Peso por ml de Vigueta = .94/2.78 = 0.34 T/m Mu = wL2/8=0.34*1.392 /8=0.082 T-m Mu = 0.082 x 1.87 0.153 T-m b = 100; d = 16 K = Mu/bd2=0.082/(100*162)= 0.000597 ρ = ρmin = 0.0025 ∆s = 100 x 6 x 0.0025 = 1.5cm2 Colocar 1 Ø ⅜”en el vértice de la vigueta más 1 Ø ⅜” en cada extremo de la vigueta. En el centro. Colocar un estribo 1 Ø ¼” cada 20cm.

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 42

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Muro Sedimentadores Usando las Tablas de la PCA Tabla 1 PCA para nuestra condición B=2.70m

A=4.05m

b/a=2.70/4.05=.667 usamos de la tabla relación b/a para 0.75 Coef Mx=-.025 Mx=coef. * Wa3 Wa=1.6**H3 Wa= 1.6*1.0*4.053=106.30 ton Mx=0.024*106.30= 2.65ton-m

Se Coloca acero minimo No.4 @ .20m

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 43

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Diseño Losa fondo filtros

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 44

SAP2000

SAP2000 v14.0.0 - File:fondo filtros - X-Z Plane @ Y=0 - Tonf, cm, C Units

8/17/11 14:17:03

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Table:

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 1 of 3

Frame

DesignSect

DesignType

5 5 5 6 6 6 6

V1 V1 V1 V1 V1 V1 V1

Beam Beam Beam Beam Beam Beam Beam

Table:

No No No No No No No

Status

Location cm

FTopCombo

FTopArea cm2

Messages Messages Messages Messages Messages Messages Messages

0.000 50.000 100.000 0.000 47.333 94.667 142.000

COMB1 COMB1 (Sp) COMB1 COMB1 COMB1 (Sp) COMB1 (Sp) COMB1

5.6677 1.3900 0.0000 0.0000 1.3416 1.3416 5.4664

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 2 of 3

Frame

FBotCombo

FBotArea cm2

VCombo

VRebar cm2/cm

TLngCombo

TLngArea cm2

5 5 5 6 6 6 6

COMB1 (Sp) COMB1 (Sp) COMB1 COMB1 COMB1 COMB1 (Sp) COMB1 (Sp)

2.7975 1.3900 2.7975 2.7975 2.3196 1.3416 2.6994

COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.1351 0.0000 0.0000 0.0000 0.0000 0.0000 0.1351

COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Table:

Concrete Design 2 - Beam Summary Data - ACI 318-99, Part 3 of 3

Frame

TTrnCombo

TTrnRebar

5 5 5 6 6 6 6

COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

ErrMsg cm2/cm No No No No No No No

Messages Messages Messages Messages Messages Messages Messages

WarnMsg

No No No No No No No

Messages Messages Messages Messages Messages Messages Messages

Se coloca Acero No. 4 @ .20m

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 46

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

ANALISIS Y DISEÑO TANQUE

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 47

ETABS

ETABS v9.5.0 - File: TANsisM bosconia - August 17,2011 17:08 3-D View - Ton-m Units

Win98

ETABS

ETABS v9.5.0 - File: TANsisM bosconia - August 17,2011 17:56 Plan View - BASE - Elevation 0 - Ton-m Units

Win98

ETABS

ETABS v9.5.0 - File: TANsisM bosconia - August 17,2011 17:56 Plan View - STORY1 - Elevation 3.3 - Ton-m Units

Win98

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

REACCIONES

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 51

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

ETABS v9.5.0

File:TANSISM BOSCONIA L O A D I N G

COMBO

COMBO TYPE

CIM

ADD

ETABS v9.5.0

Units:Ton-m

CASE

CASE TYPE

SCALE FACTOR

PP LIVE

Static Static

1.0000 1.0000

File:TANSISM BOSCONIA S U P P O R T

STORY

POINT

LOAD

BASE

228

CIM

BASE

324

BASE

325

BASE

August 17, 2011 17:07

PAGE 1

C O M B I N A T I O N S

Units:Ton-m

August 17, 2011 17:07

PAGE 2

R E A C T I O N S

FX

FY

FZ

MX

MY

MZ

0.51

2.27

7.19

0.000

0.000

0.000

CIM

0.05

1.37

6.62

0.000

0.000

0.000

CIM

-0.29

0.39

4.87

0.000

0.000

0.000

326

CIM

0.10

0.00

26.55

0.000

0.000

0.000

BASE

327

CIM

-0.05

-0.02

23.79

0.000

0.000

0.000

BASE

328

CIM

-0.21

0.02

7.36

0.000

0.000

0.000

BASE

329

CIM

0.53

-2.27

7.28

0.000

0.000

0.000

BASE

330

CIM

0.09

-1.35

6.57

0.000

0.000

0.000

BASE

331

CIM

-0.29

-0.38

4.78

0.000

0.000

0.000

BASE

348

CIM

0.04

0.27

5.80

0.000

0.000

0.000

BASE

349

CIM

-0.10

0.29

5.17

0.000

0.000

0.000

BASE

350

CIM

-0.03

0.30

4.67

0.000

0.000

0.000

BASE

351

CIM

0.06

0.34

4.33

0.000

0.000

0.000

BASE

352

CIM

-0.02

0.26

3.68

0.000

0.000

0.000

BASE

353

CIM

-0.07

0.22

3.25

0.000

0.000

0.000

BASE

354

CIM

-0.09

0.05

2.82

0.000

0.000

0.000

BASE

355

CIM

-0.10

-0.06

2.52

0.000

0.000

0.000

BASE

356

CIM

0.06

-0.26

5.85

0.000

0.000

0.000

BASE

357

CIM

-0.08

-0.28

5.18

0.000

0.000

0.000

BASE

358

CIM

0.00

-0.28

4.65

0.000

0.000

0.000

BASE

359

CIM

0.10

-0.31

4.30

0.000

0.000

0.000

BASE

360

CIM

0.01

-0.26

3.66

0.000

0.000

0.000

BASE

361

CIM

-0.08

-0.23

3.23

0.000

0.000

0.000

BASE

362

CIM

-0.15

-0.07

2.77

0.000

0.000

0.000

BASE

363

CIM

-0.19

0.08

2.42

0.000

0.000

0.000

BASE

364

CIM

0.13

0.65

4.83

0.000

0.000

0.000

BASE

365

CIM

0.02

0.48

5.11

0.000

0.000

0.000

BASE

366

CIM

0.00

0.29

5.38

0.000

0.000

0.000

BASE

367

CIM

-0.01

0.16

5.50

0.000

0.000

0.000

BASE

368

CIM

0.01

0.08

5.56

0.000

0.000

0.000

BASE

369

CIM

0.01

-0.05

5.55

0.000

0.000

0.000

BASE

370

CIM

-0.02

-0.15

5.48

0.000

0.000

0.000

BASE

371

CIM

-0.04

-0.32

5.30

0.000

0.000

0.000

BASE

372

CIM

-0.02

-0.53

4.95

0.000

0.000

0.000

BASE

373

CIM

0.13

-0.69

4.64

0.000

0.000

0.000

Summation

0, 0, Base

CIM

0.00

0.00

211.63

1213.761

-886.653

0.000

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 52

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

CORTANTE BASE

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 53

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

ETABS v9.5.0

File:TANSISM

Units:Ton-m

S U P P O R T

August 17, 2011 17:06

PAGE 1

R E A C T I O N S

STORY

POINT

LOAD

FX

FY

FZ

MX

MY

MZ

BASE BASE BASE BASE BASE

228 228 228 228 228

PP NSR NSRY NSR98X NSR98Y

0.46 -3.79 3.02 -4.21 3.30

1.90 0.00 -0.12 0.01 -0.13

6.41 -16.77 13.46 -18.62 14.70

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

324 324 324 324 324

PP NSR NSRY NSR98X NSR98Y

0.05 -7.68 5.62 -8.52 6.18

1.15 0.00 -0.11 0.00 -0.11

6.02 -0.50 -0.51 -0.54 -0.48

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

325 325 325 325 325

PP NSR NSRY NSR98X NSR98Y

-0.27 -4.19 2.82 -4.66 3.13

0.38 -0.63 -6.50 -0.65 -6.49

4.63 15.07 -33.43 16.92 -34.67

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

326 326 326 326 326

PP NSR NSRY NSR98X NSR98Y

0.09 -0.04 0.00 -0.04 0.00

0.00 -0.01 -0.14 0.00 -0.15

22.42 -0.08 0.00 -0.08 0.00

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

327 327 327 327 327

PP NSR NSRY NSR98X NSR98Y

-0.04 -0.07 0.00 -0.07 0.00

-0.02 0.00 -0.11 0.00 -0.11

19.30 -0.03 0.00 -0.03 0.00

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

328 328 328 328 328

PP NSR NSRY NSR98X NSR98Y

-0.21 -0.08 0.00 -0.08 0.00

0.02 -0.07 -14.41 0.01 -14.46

6.88 0.35 0.00 0.35 0.00

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

329 329 329 329 329

PP NSR NSRY NSR98X NSR98Y

0.48 -4.55 -3.02 -4.13 -3.30

-1.90 -0.02 -0.12 0.00 -0.13

6.49 -20.12 -13.46 -18.27 -14.70

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

330 330 330 330 330

PP NSR NSRY NSR98X NSR98Y

0.08 -9.21 -5.62 -8.37 -6.18

-1.14 0.00 -0.11 0.00 -0.11

6.00 -0.59 0.51 -0.54 0.48

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

331 331 331 331 331

PP NSR NSRY NSR98X NSR98Y

-0.27 -5.03 -2.82 -4.56 -3.13

-0.37 0.65 -6.50 0.64 -6.49

4.59 18.42 33.44 16.58 34.68

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

348 348 348 348 348

PP NSR NSRY NSR98X NSR98Y

0.05 -5.47 4.33 -6.08 4.73

0.23 0.00 -0.01 0.00 -0.01

5.15 -8.60 6.93 -9.55 7.56

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

349 349 349 349 349

PP NSR NSRY NSR98X NSR98Y

-0.08 -6.18 4.85 -6.86 5.30

0.23 0.00 0.00 0.00 0.00

4.61 -4.78 3.79 -5.31 4.14

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

350 350 350 350 350

PP NSR NSRY NSR98X NSR98Y

-0.03 -6.73 5.21 -7.47 5.71

0.23 0.00 0.00 0.00 0.00

4.19 -2.69 1.99 -2.98 2.19

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

351 351 351 351 351

PP NSR NSRY NSR98X NSR98Y

0.05 -7.09 5.38 -7.87 5.90

0.24 0.00 0.01 0.00 0.01

3.90 -1.54 0.89 -1.71 1.00

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

352 352 352 352 352

PP NSR NSRY NSR98X NSR98Y

-0.01 -7.38 5.11 -8.19 5.65

0.18 0.00 0.02 0.00 0.02

3.35 0.63 -1.73 0.71 -1.79

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE

353

PP

-0.05

0.16

3.00

0.000

0.000

0.000

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 54

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

BASE BASE BASE BASE

353 353 353 353

NSR NSRY NSR98X NSR98Y

-7.32 4.68 -8.11 5.21

0.00 0.00 0.00 0.00

1.30 -3.26 1.47 -3.37

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

354 354 354 354 354

PP NSR NSRY NSR98X NSR98Y

-0.08 -7.08 4.01 -7.84 4.52

0.04 0.00 0.02 0.00 0.02

2.65 2.50 -5.91 2.81 -6.12

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

355 355 355 355 355

PP NSR NSRY NSR98X NSR98Y

-0.10 -6.66 3.12 -7.37 3.60

-0.04 -0.02 -0.03 -0.02 -0.03

2.39 4.38 -10.75 4.92 -11.11

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

356 356 356 356 356

PP NSR NSRY NSR98X NSR98Y

0.07 -6.57 -4.33 -5.96 -4.73

-0.22 0.00 -0.01 0.00 -0.01

5.19 -10.32 -6.93 -9.37 -7.56

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

357 357 357 357 357

PP NSR NSRY NSR98X NSR98Y

-0.06 -7.41 -4.85 -6.73 -5.30

-0.22 0.00 0.00 0.00 0.00

4.63 -5.74 -3.79 -5.21 -4.14

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

358 358 358 358 358

PP NSR NSRY NSR98X NSR98Y

0.00 -8.07 -5.21 -7.33 -5.71

-0.22 0.00 0.00 0.00 0.00

4.18 -3.22 -1.99 -2.93 -2.19

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

359 359 359 359 359

PP NSR NSRY NSR98X NSR98Y

0.08 -8.50 -5.38 -7.72 -5.90

-0.22 0.00 0.01 0.00 0.01

3.88 -1.85 -0.89 -1.68 -1.00

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

360 360 360 360 360

PP NSR NSRY NSR98X NSR98Y

0.01 -8.85 -5.11 -8.04 -5.65

-0.18 0.00 0.02 0.00 0.02

3.35 0.77 1.74 0.69 1.79

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

361 361 361 361 361

PP NSR NSRY NSR98X NSR98Y

-0.07 -8.76 -4.68 -7.96 -5.21

-0.18 0.00 0.00 0.00 0.00

3.00 1.59 3.27 1.43 3.37

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

362 362 362 362 362

PP NSR NSRY NSR98X NSR98Y

-0.13 -8.47 -4.01 -7.70 -4.52

-0.05 0.00 0.02 0.00 0.02

2.63 3.06 5.92 2.75 6.12

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

363 363 363 363 363

PP NSR NSRY NSR98X NSR98Y

-0.18 -7.95 -3.12 -7.24 -3.60

0.06 0.03 -0.03 0.03 -0.03

2.33 5.36 10.75 4.82 11.12

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

364 364 364 364 364

PP NSR NSRY NSR98X NSR98Y

0.09 -0.02 -0.01 -0.02 -0.01

0.51 -1.98 -10.50 -2.09 -10.42

4.67 5.59 -11.55 6.27 -12.00

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

365 365 365 365 365

PP NSR NSRY NSR98X NSR98Y

0.02 0.01 -0.01 0.01 -0.01

0.38 -1.39 -11.82 -1.44 -11.78

4.85 2.64 -5.63 2.96 -5.84

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

366 366 366 366 366

PP NSR NSRY NSR98X NSR98Y

0.00 0.00 0.00 0.00 0.00

0.23 -0.92 -12.82 -0.91 -12.83

5.07 1.31 -2.81 1.47 -2.92

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

367 367 367 367 367

PP NSR NSRY NSR98X NSR98Y

-0.01 0.00 0.00 0.00 0.00

0.13 -0.56 -13.50 -0.52 -13.53

5.17 0.65 -1.41 0.73 -1.46

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE

368 368

PP NSR

0.01 0.01

0.07 -0.30

5.21 0.34

0.000 0.000

0.000 0.000

0.000 0.000

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 55

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

BASE BASE BASE

368 368 368

NSRY NSR98X NSR98Y

0.00 0.01 0.00

-13.85 -0.23 -13.90

-0.83 0.37 -0.85

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

BASE BASE BASE BASE BASE

369 369 369 369 369

PP NSR NSRY NSR98X NSR98Y

0.01 0.01 0.00 0.01 0.00

-0.04 0.18 -13.86 0.24 -13.90

5.21 0.40 0.83 0.37 0.85

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

370 370 370 370 370

PP NSR NSRY NSR98X NSR98Y

-0.02 0.00 0.00 0.00 0.00

-0.12 0.48 -13.50 0.53 -13.53

5.15 0.79 1.41 0.72 1.46

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

371 371 371 371 371

PP NSR NSRY NSR98X NSR98Y

-0.03 -0.01 0.00 -0.01 0.00

-0.25 0.91 -12.83 0.91 -12.83

5.02 1.61 2.80 1.45 2.91

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

372 372 372 372 372

PP NSR NSRY NSR98X NSR98Y

-0.02 0.01 0.01 0.01 0.01

-0.42 1.48 -11.82 1.43 -11.79

4.75 3.23 5.62 2.90 5.84

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

BASE BASE BASE BASE BASE

373 373 373 373 373

PP NSR NSRY NSR98X NSR98Y

0.10 -0.02 0.01 -0.02 0.01

-0.55 2.19 -10.50 2.07 -10.42

4.54 6.83 11.55 6.15 12.00

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000

Summation Summation Summation Summation Summation

0, 0, 0, 0, 0,

PP NSR NSRY NSR98X NSR98Y

0.00 -153.13 0.00 -153.13 0.00

0.00 0.00 -153.13 0.00 -153.13

190.79 0.00 0.00 0.00 0.00

1095.566 0.001 505.363 0.000 505.364

-820.734 -505.349 0.000 -505.349 0.000

0.000 960.229 -621.438 872.179 -562.483

0, 0, 0, 0, 0,

Base Base Base Base Base

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 56

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

DERIVAS

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 57

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

D I S P L A C E M E N T S

A T

D I A P H R A G M

L O A D I N G

COMBO

COMBO TYPE

DERIX

ADD

DERIY

ADD

DERIX1

ADD

DERIY1

ADD

ETABS v9.5.0

STORY

POINT

LOAD

ETABS v9.5.0

CASE TYPE

SCALE FACTOR

PP NSR98X PP NSR98Y PP NSR PP NSRY

Static Static Static Static Static Static Static Static

1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000

A T

DIAPHRAGM

LOAD

POINT

STORY1 STORY1 STORY1 STORY1

DP1 DP1 DP1 DP1

DERIX DERIY DERIX1 DERIY1

377 377 377 377

M A S S

Units:Ton-m

August 17, 2011 17:06

PAGE 2

D I S P L A C E M E N T S

File:TANSISM BOSCONIA

STORY

ETABS v9.5.0

CASE

UX

D I S P L A C E M E N T S

O F

C O M B I N A T I O N S

File:TANSISM BOSCONIA P O I N T

C E N T E R

UY

UZ

Units:Ton-m

August 17, 2011 17:06

D I A P H R A G M

File:TANSISM BOSCONIA

C E N T E R

O F

RY

RZ

PAGE 3 M A S S

X

Y

UX

UY

RZ

3.673 3.673 3.673 3.673

5.696 5.696 5.696 5.696

0.0001 0.0000 0.0001 0.0000

0.0000 0.0003 0.0000 0.0003

0.00000 -0.00002 0.00000 -0.00002

Units:Ton-m

S T O R Y

RX

August 17, 2011 17:06

PAGE 4

D R I F T S

STORY

DIRECTION

LOAD

POINT

X

Y

Z

MAX DRIFT

STORY1 STORY1

X Y

DERIX DERIY

355 329

6.930 0.000

0.000 11.500

3.300 3.300

0.000042 0.000103

STORY1 STORY1

X Y

DERIX1 DERIY1

363 329

6.930 0.000

11.500 11.500

3.300 3.300

0.000046 0.000099

ETABS v9.5.0

File:TANSISM BOSCONIA

Units:Ton-m

D I A P H R A G M

August 17, 2011 17:06

PAGE 5

D R I F T S

STORY

DIAPHRAGM

DIRECTION

LOAD

POINT

X

Y

Z

MAX DRIFT

STORY1 STORY1

DP1 DP1

X Y

DERIX DERIX

355 228

6.930 0.000

0.000 0.000

3.300 3.300

0.000042 0.000001

STORY1 STORY1

DP1 DP1

X Y

DERIY DERIY

355 329

6.930 0.000

0.000 11.500

3.300 3.300

0.000037 0.000103

STORY1 STORY1

DP1 DP1

X Y

DERIX1 DERIX1

363 228

6.930 0.000

11.500 0.000

3.300 3.300

0.000046 0.000006

STORY1 STORY1

DP1 DP1

X Y

DERIY1 DERIY1

355 329

6.930 0.000

0.000 11.500

3.300 3.300

0.000034 0.000099

STORY

DIAPHRAGM

LOAD

Y

UX

UY

RZ

POINT

X

DERIVA MAX 0.0103% Por los anterior podemos concluir que la estructura no se desplaza debido a la gran rigidez que aportan los muros

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 58

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

DISEÑO ELEMENTOS ESTRUCTURALES

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 59

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

DISEÑO VIGAS CUBIERTA Y COLUMNAS

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 60

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

C O N C R E T E

C O L U M N

D E S I G N

O U T P U T

(ACI 318-05/IBC 2003)

BIAXIAL P-M INTERACTION AND SHEAR DESIGN OF COLUMN-TYPE ELEMENTS STORY ID

COLUMN LINE

SECTION ID

STATION ID

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C73 C73 C73 C73 C73 C73

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.030 0.030 0.030 0.030 0.030 0.030

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.068 0.069 0.069 0.069 0.069 0.069

COMB13 COMB2 COMB2 COMB6 COMB6 COMB6

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C74 C74 C74 C74 C74 C74

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.051 0.051 0.051 0.051 0.051 0.051

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.061 0.061 0.061 0.061 0.061 0.061

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C75 C75 C75 C75 C75 C75

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.030 0.030 0.030 0.030 0.030 0.030

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.039 0.039 0.039 0.039 0.039 0.069

COMB17 COMB17 COMB17 COMB17 COMB17 COMB7

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C76 C76 C76 C76 C76 C76

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.025

COMB17 COMB17 COMB17 COMB17 COMB17 COMB7

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C77 C77 C77 C77 C77 C77

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.034

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.025

COMB17 COMB17 COMB17 COMB17 COMB17 COMB7

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C78 C78 C78 C78 C78 C78

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.027 0.027 0.027 0.027 0.027 0.027

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.057 0.057 0.056 0.056 0.056 0.056

COMB11 COMB11 COMB11 COMB11 COMB11 COMB7

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C79 C79 C79 C79 C79 C79

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.034 0.034 0.034 0.034 0.034 0.034

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.069 0.069 0.069 0.069 0.069 0.069

COMB3 COMB3 COMB7 COMB7 COMB7 COMB7

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C80 C80 C80 C80 C80 C80

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.054 0.054 0.054 0.054 0.054 0.054

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.060 0.060 0.060 0.060 0.060 0.060

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C81 C81 C81 C81 C81 C81

COL COL COL COL COL COL

0.000 59.000 118.000 177.000 236.000 295.000

9.000 9.000 9.000 9.000 9.000 9.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.033 0.033 0.033 0.033 0.033 0.033

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.037 0.037 0.037 0.037 0.037 0.037

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

ETABS v9.5.0

<-------------------REQUIRED REINFORCING-------------------> LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO

File:TANQUE BOSCONIA

C O N C R E T E

C O L U M N

Units:Ton-cm

J O I N T

August 17, 2011 18:10

O U T P U T

PAGE 2

(ACI 318-05/IBC 2003)

BEAM TO COLUMN CAPACITY RATIOS AND JOINT SHEAR CAPACITY CHECK STORY ID

COLUMN LINE

SECTION ID

ETABS v9.5.0

<-(6/5)BEAM-COLUMN CAPACITY RATIOS-> <--JOINT SHEAR CAPACITY RATIOS----> MAJOR COMBO MINOR COMBO MAJOR COMBO MINOR COMBO

File:TANQUE BOSCONIA

C O N C R E T E

B E A M

Units:Ton-cm

D E S I G N

August 17, 2011 18:10

O U T P U T

PAGE 3

(ACI 318-05/IBC 2003)

FLEXURAL AND TORSION DESIGN OF BEAM-TYPE ELEMENTS STORY ID

BEAM BAY

SECTION ID

STATION ID

STORY1

B324

VIG

15.000

<-------------------REQUIRED REINFORCING-------------------> TOP COMBO BOTTOM COMBO TORSION COMBO 6.466

COMB9

3.123

COMB9

0.000

COMB17

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 61

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

STORY1 STORY1 STORY1 STORY1 STORY1

B324 B324 B324 B324 B324

VIG VIG VIG VIG VIG

124.000 233.000 342.000 451.000 560.000

3.422 3.422 3.422 3.422 15.635

COMB6 COMB6 COMB6 COMB6 COMB6

5.319 9.393 7.859 3.422 7.112

COMB6 COMB1 COMB1 COMB6 COMB6

0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B325 B325 B325 B325 B325 B325

VIG VIG VIG VIG VIG VIG

15.000 124.000 233.000 342.000 451.000 560.000

15.654 3.426 3.426 3.426 3.426 6.448

COMB9 COMB9 COMB9 COMB9 COMB9 COMB6

7.119 3.426 7.859 9.400 5.328 3.115

COMB9 COMB9 COMB1 COMB1 COMB9 COMB6

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B326 B326 B326 B326 B326 B326

VIG VIG VIG VIG VIG VIG

15.000 124.000 233.000 342.000 451.000 560.000

5.666 3.000 3.000 3.000 3.000 13.026

COMB7 COMB0 COMB0 COMB0 COMB0 COMB8

3.000 4.720 8.332 7.125 3.000 6.036

COMB9 COMB1 COMB1 COMB1 COMB0 COMB8

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B328 B328 B328 B328 B328 B328

VIG VIG VIG VIG VIG VIG

15.000 124.000 233.000 342.000 451.000 560.000

3.541 2.332 2.332 2.332 2.332 7.418

COMB7 COMB8 COMB8 COMB8 COMB8 COMB8

2.318 3.130 4.306 3.636 2.332 3.563

COMB7 COMB8 COMB1 COMB1 COMB8 COMB8

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B330 B330 B330 B330 B330 B330

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

2.581 1.452 0.636 0.636 0.958 2.234

COMB4 COMB12 COMB4 COMB4 COMB11 COMB3

2.377 1.777 1.042 0.636 0.943 1.463

COMB11 COMB3 COMB2 COMB4 COMB4 COMB12

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B331 B331 B331 B331 B331 B331

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

2.218 0.934 0.594 0.594 1.355 2.407

COMB4 COMB12 COMB10 COMB10 COMB10 COMB10

1.430 0.941 0.594 1.074 1.815 2.378

COMB11 COMB3 COMB10 COMB5 COMB5 COMB5

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B332 B332 B332 B332 B332 B332

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

3.000 1.414 0.861 0.861 1.223 3.000

COMB13 COMB13 COMB2 COMB2 COMB2 COMB11

2.451 2.262 1.631 0.861 0.912 1.733

COMB10 COMB2 COMB2 COMB2 COMB13 COMB2

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B333 B333 B333 B333 B333 B333 B333 B333

VIG VIG VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 260.000 260.000 299.000 370.000

3.000 1.058 0.904 0.904 0.904 0.904 0.904 2.914

COMB13 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB2

1.821 0.943 1.248 2.488 2.994 2.739 2.693 2.285

COMB5 COMB10 COMB2 COMB4 COMB5 COMB4 COMB5 COMB13

4.341 4.341 4.341 4.341 4.341 4.341 4.341 4.341

COMB15 COMB15 COMB15 COMB15 COMB15 COMB13 COMB13 COMB13

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B334 B334 B334 B334 B334 B334

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

2.684 1.095 0.738 0.738 0.915 3.000

COMB4 COMB12 COMB3 COMB3 COMB3 COMB3

2.000 2.007 1.566 0.801 0.867 1.484

COMB11 COMB3 COMB3 COMB0 COMB12 COMB3

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B335 B335 B335 B335 B335 B335

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

3.000 0.918 0.740 0.740 1.083 2.662

COMB4 COMB4 COMB4 COMB4 COMB11 COMB3

1.488 0.864 0.803 1.572 2.017 2.010

COMB4 COMB11 COMB0 COMB4 COMB4 COMB12

4.341 4.341 4.341 4.341 4.341 4.341

COMB16 COMB16 COMB16 COMB16 COMB16 COMB16

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B337 B337 B337 B337 B337 B337

VIG2 VIG2 VIG2 VIG2 VIG2 VIG2

0.000 25.600 51.200 76.800 102.400 128.000

1.019 0.590 0.326 0.252 0.252 0.184

COMB6 COMB6 COMB14 COMB6 COMB6 COMB16

0.506 0.377 0.491 0.539 0.481 0.300

COMB6 COMB17 COMB9 COMB7 COMB7 COMB7

2.498 2.498 2.498 2.498 2.498 2.498

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B338 B338 B338 B338 B338 B338

VIG VIG VIG VIG VIG VIG

0.000 86.400 172.800 259.200 345.600 432.000

0.000 3.000 3.000 3.000 3.244 13.021

COMB17 COMB0 COMB0 COMB0 COMB9 COMB9

4.727 6.851 6.703 3.490 3.000 6.035

COMB9 COMB1 COMB1 COMB8 COMB0 COMB9

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B339 B339 B339 B339 B339 B339

VIG VIG VIG VIG VIG VIG

0.000 22.600 45.200 67.800 90.400 113.000

0.000 1.767 1.767 2.378 3.542 5.534

COMB17 COMB8 COMB8 COMB8 COMB8 COMB8

4.820 3.755 3.000 1.818 1.767 3.000

COMB9 COMB9 COMB9 COMB15 COMB8 COMB8

4.341 4.341 4.341 4.341 4.341 4.341

COMB10 COMB10 COMB10 COMB10 COMB10 COMB10

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 62

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B340 B340 B340 B340 B340 B340

VIG VIG VIG VIG VIG VIG

0.000 86.400 172.800 259.200 345.600 432.000

0.000 2.343 2.343 2.343 2.939 7.456

COMB17 COMB7 COMB7 COMB7 COMB7 COMB7

3.374 4.113 3.610 2.743 2.343 3.581

COMB7 COMB7 COMB1 COMB8 COMB7 COMB7

4.341 4.341 4.341 4.341 4.341 4.341

COMB3 COMB3 COMB3 COMB3 COMB3 COMB3

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B341 B341 B341 B341 B341 B341

VIG VIG VIG VIG VIG VIG

0.000 22.600 45.200 67.800 90.400 113.000

0.000 1.085 1.277 2.113 3.000 3.339

COMB17 COMB8 COMB16 COMB8 COMB8 COMB8

3.089 3.000 2.490 1.748 1.275 2.188

COMB7 COMB9 COMB7 COMB15 COMB15 COMB8

4.341 4.341 4.341 4.341 4.341 4.341

COMB15 COMB15 COMB15 COMB15 COMB15 COMB15

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B342 B342 B342 B342 B342 B342

VIG2 VIG2 VIG2 VIG2 VIG2 VIG2

0.000 52.000 104.000 156.000 208.000 260.000

0.385 0.194 0.194 0.194 0.194 0.034

COMB13 COMB5 COMB5 COMB5 COMB5 COMB10

0.577 0.607 0.576 0.559 0.696 0.782

COMB2 COMB2 COMB3 COMB9 COMB5 COMB5

2.543 2.543 2.543 2.543 2.543 2.543

COMB12 COMB12 COMB12 COMB12 COMB12 COMB12

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B343 B343 B343 B343 B343 B343

VIG2 VIG2 VIG2 VIG2 VIG2 VIG2

0.000 25.000 50.000 75.000 100.000 125.000

0.000 0.317 0.322 0.588 0.922 1.285

COMB17 COMB3 COMB10 COMB2 COMB3 COMB3

1.081 0.863 0.630 0.446 0.317 0.637

COMB5 COMB5 COMB5 COMB13 COMB3 COMB3

2.525 2.525 2.525 2.525 2.525 2.525

COMB13 COMB13 COMB13 COMB13 COMB13 COMB13

BASE BASE BASE BASE BASE BASE

B326 B326 B326 B326 B326 B326

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

3.566 2.457 1.157 1.157 1.157 2.546

COMB9 COMB7 COMB9 COMB9 COMB9 COMB6

2.334 1.194 1.157 1.157 1.316 1.629

COMB9 COMB16 COMB9 COMB9 COMB9 COMB17

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B328 B328 B328 B328 B328 B328

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

3.054 1.999 0.995 0.995 1.091 2.779

COMB7 COMB7 COMB7 COMB7 COMB16 COMB8

2.004 1.392 0.995 0.995 1.169 1.397

COMB7 COMB16 COMB7 COMB7 COMB7 COMB15

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B330 B330 B330 B330 B330 B330

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

2.950 1.631 0.725 0.725 1.098 2.510

COMB4 COMB12 COMB4 COMB4 COMB3 COMB3

2.429 1.796 1.036 0.725 1.038 1.614

COMB11 COMB3 COMB3 COMB4 COMB12 COMB12

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B331 B331 B331 B331 B331 B331

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

2.571 1.136 0.721 0.721 1.633 2.933

COMB4 COMB4 COMB3 COMB3 COMB11 COMB3

1.591 1.020 0.721 1.044 1.826 2.468

COMB11 COMB11 COMB3 COMB4 COMB4 COMB12

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B332 B332 B332 B332 B332 B332

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

3.000 1.878 0.829 0.829 1.174 2.632

COMB13 COMB5 COMB5 COMB5 COMB10 COMB2

2.657 1.926 1.103 0.829 1.227 1.925

COMB10 COMB10 COMB2 COMB5 COMB5 COMB13

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B333 B333 B333 B333 B333 B333

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

2.805 1.284 0.846 0.846 1.958 3.000

COMB5 COMB5 COMB2 COMB2 COMB2 COMB11

1.863 1.145 0.846 1.057 1.936 2.698

COMB10 COMB10 COMB2 COMB5 COMB13 COMB13

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B334 B334 B334 B334 B334 B334

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

2.830 1.552 0.696 0.696 1.023 2.353

COMB4 COMB12 COMB4 COMB4 COMB3 COMB3

2.196 1.634 0.955 0.696 0.967 1.493

COMB11 COMB3 COMB3 COMB4 COMB12 COMB12

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B335 B335 B335 B335 B335 B335

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

2.375 1.035 0.691 0.691 1.543 2.807

COMB4 COMB4 COMB3 COMB3 COMB11 COMB3

1.480 0.959 0.691 0.962 1.652 2.216

COMB11 COMB11 COMB3 COMB4 COMB4 COMB12

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B344 B344 B344 B344 B344 B344

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

3.921 2.766 1.268 1.268 1.268 2.560

COMB6 COMB6 COMB6 COMB6 COMB6 COMB17

2.561 1.268 1.268 1.268 1.443 1.896

COMB6 COMB6 COMB6 COMB6 COMB6 COMB6

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 63

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

BASE BASE BASE BASE BASE BASE

B345 B345 B345 B345 B345 B345

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

2.545 1.274 1.274 1.274 2.781 3.938

COMB14 COMB9 COMB9 COMB9 COMB9 COMB9

1.913 1.452 1.274 1.274 1.274 2.573

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B346 B346 B346 B346 B346 B346

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

2.766 1.093 1.005 1.005 2.027 3.087

COMB7 COMB15 COMB8 COMB8 COMB8 COMB8

1.409 1.183 1.005 1.005 1.389 2.026

COMB16 COMB8 COMB8 COMB8 COMB15 COMB8

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B347 B347 B347 B347 B347 B347

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

2.547 1.161 1.161 1.161 2.467 3.579

COMB15 COMB8 COMB8 COMB8 COMB8 COMB8

1.635 1.322 1.161 1.161 1.201 2.342

COMB8 COMB6 COMB8 COMB8 COMB15 COMB8

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

ETABS v9.5.0

File:TANQUE BOSCONIA

C O N C R E T E

B E A M

Units:Ton-cm

D E S I G N

August 17, 2011 18:10

O U T P U T

PAGE 4

(ACI 318-05/IBC 2003)

TORSION AND SHEAR DESIGN OF BEAM-TYPE ELEMENTS STORY ID

BEAM BAY

SECTION ID

STATION ID

<---------REQUIRED REINFORCING---------> TORSION COMBO SHEAR COMBO

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B324 B324 B324 B324 B324 B324

VIG VIG VIG VIG VIG VIG

15.000 124.000 233.000 342.000 451.000 560.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.098 0.046 0.025 0.027 0.079 0.131

COMB9 COMB9 COMB17 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B325 B325 B325 B325 B325 B325

VIG VIG VIG VIG VIG VIG

15.000 124.000 233.000 342.000 451.000 560.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.132 0.080 0.027 0.025 0.046 0.098

COMB9 COMB9 COMB9 COMB17 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B326 B326 B326 B326 B326 B326

VIG VIG VIG VIG VIG VIG

15.000 124.000 233.000 342.000 451.000 560.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.076 0.031 0.025 0.025 0.059 0.104

COMB9 COMB9 COMB17 COMB17 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B328 B328 B328 B328 B328 B328

VIG VIG VIG VIG VIG VIG

15.000 124.000 233.000 342.000 451.000 560.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.000 0.025 0.025 0.032

COMB17 COMB17 COMB17 COMB17 COMB17 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B330 B330 B330 B330 B330 B330

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.026 0.025 0.025 0.025 0.025 0.027

COMB9 COMB17 COMB17 COMB17 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B331 B331 B331 B331 B331 B331

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.028 0.025 0.025 0.025 0.025 0.026

COMB9 COMB9 COMB17 COMB17 COMB17 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B332 B332 B332 B332 B332 B332

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.039 0.032 0.025 0.031 0.038 0.044

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B333 B333 B333 B333 B333 B333 B333 B333

VIG VIG VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 260.000 260.000 299.000 370.000

0.018 0.018 0.018 0.018 0.018 0.032 0.032 0.032

COMB9 COMB9 COMB9 COMB9 COMB9 COMB8 COMB8 COMB8

0.042 0.037 0.032 0.027 0.025 0.031 0.034 0.039

COMB17 COMB17 COMB17 COMB17 COMB16 COMB17 COMB17 COMB17

STORY1

B334

VIG

15.000

0.000

COMB17

0.037

COMB9

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 64

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

STORY1 STORY1 STORY1 STORY1 STORY1

B334 B334 B334 B334 B334

VIG VIG VIG VIG VIG

86.000 157.000 228.000 299.000 370.000

0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17

0.031 0.025 0.028 0.035 0.042

COMB9 COMB17 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B335 B335 B335 B335 B335 B335

VIG VIG VIG VIG VIG VIG

15.000 86.000 157.000 228.000 299.000 370.000

0.018 0.018 0.018 0.018 0.018 0.018

COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.042 0.035 0.028 0.025 0.031 0.037

COMB9 COMB9 COMB9 COMB17 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B337 B337 B337 B337 B337 B337

VIG2 VIG2 VIG2 VIG2 VIG2 VIG2

0.000 25.600 51.200 76.800 102.400 128.000

0.017 0.017 0.017 0.017 0.017 0.017

COMB5 COMB5 COMB5 COMB5 COMB5 COMB5

0.031 0.027 0.023 0.019 0.019 0.024

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B338 B338 B338 B338 B338 B338

VIG VIG VIG VIG VIG VIG

0.000 86.400 172.800 259.200 345.600 432.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.047 0.025 0.025 0.050 0.085 0.120

COMB9 COMB17 COMB17 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B339 B339 B339 B339 B339 B339

VIG VIG VIG VIG VIG VIG

0.000 22.600 45.200 67.800 90.400 113.000

0.012 0.012 0.012 0.012 0.012 0.012

COMB2 COMB2 COMB2 COMB2 COMB2 COMB2

0.197 0.205 0.213 0.220 0.228 0.236

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B340 B340 B340 B340 B340 B340

VIG VIG VIG VIG VIG VIG

0.000 86.400 172.800 259.200 345.600 432.000

0.010 0.010 0.010 0.010 0.010 0.010

COMB3 COMB3 COMB3 COMB3 COMB3 COMB3

0.025 0.025 0.025 0.025 0.025 0.044

COMB17 COMB17 COMB17 COMB17 COMB17 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B341 B341 B341 B341 B341 B341

VIG VIG VIG VIG VIG VIG

0.000 22.600 45.200 67.800 90.400 113.000

0.021 0.021 0.021 0.021 0.021 0.021

COMB3 COMB3 COMB3 COMB3 COMB3 COMB3

0.127 0.128 0.128 0.129 0.130 0.130

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B342 B342 B342 B342 B342 B342

VIG2 VIG2 VIG2 VIG2 VIG2 VIG2

0.000 52.000 104.000 156.000 208.000 260.000

0.016 0.016 0.016 0.016 0.016 0.016

COMB8 COMB8 COMB8 COMB8 COMB8 COMB8

0.017 0.017 0.017 0.017 0.017 0.017

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B343 B343 B343 B343 B343 B343

VIG2 VIG2 VIG2 VIG2 VIG2 VIG2

0.000 25.000 50.000 75.000 100.000 125.000

0.024 0.024 0.024 0.024 0.024 0.024

COMB7 COMB7 COMB7 COMB7 COMB7 COMB7

0.039 0.040 0.040 0.041 0.041 0.042

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

BASE BASE BASE BASE BASE BASE

B326 B326 B326 B326 B326 B326

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.026 0.025 0.025 0.025 0.025 0.025

COMB9 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B328 B328 B328 B328 B328 B328

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.025

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B330 B330 B330 B330 B330 B330

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.026 0.025 0.025 0.025 0.025 0.027

COMB9 COMB17 COMB17 COMB17 COMB17 COMB9

BASE BASE BASE BASE BASE BASE

B331 B331 B331 B331 B331 B331

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.028 0.025 0.025 0.025 0.025 0.027

COMB9 COMB9 COMB17 COMB17 COMB17 COMB9

BASE

B332

VIG

0.000

0.000

COMB17

0.028

COMB9

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 65

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

BASE BASE BASE BASE BASE

B332 B332 B332 B332 B332

VIG VIG VIG VIG VIG

77.000 154.000 231.000 308.000 385.000

0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17

0.026 0.025 0.025 0.026 0.028

COMB9 COMB17 COMB17 COMB9 COMB9

BASE BASE BASE BASE BASE BASE

B333 B333 B333 B333 B333 B333

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.029 0.027 0.025 0.025 0.026 0.029

COMB9 COMB9 COMB17 COMB17 COMB9 COMB9

BASE BASE BASE BASE BASE BASE

B334 B334 B334 B334 B334 B334

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.026

COMB17 COMB17 COMB17 COMB17 COMB17 COMB9

BASE BASE BASE BASE BASE BASE

B335 B335 B335 B335 B335 B335

VIG VIG VIG VIG VIG VIG

0.000 77.000 154.000 231.000 308.000 385.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.026 0.025 0.025 0.025 0.025 0.025

COMB9 COMB17 COMB17 COMB17 COMB17 COMB9

BASE BASE BASE BASE BASE BASE

B344 B344 B344 B344 B344 B344

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.029 0.025 0.025 0.025 0.025 0.025

COMB9 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B345 B345 B345 B345 B345 B345

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.029

COMB17 COMB17 COMB17 COMB17 COMB9 COMB9

BASE BASE BASE BASE BASE BASE

B346 B346 B346 B346 B346 B346

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.025

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE

B347 B347 B347 B347 B347 B347

VIG VIG VIG VIG VIG VIG

0.000 115.000 230.000 345.000 460.000 575.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.026

COMB17 COMB17 COMB17 COMB17 COMB17 COMB9

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 66

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

DISEÑO VIGUETAS

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 67

Memoria de diseño de vigas Vt-1/ B=0.12 H=0.30 L=3.55 M=-0.00 A=0.60

B=0.12 H=0.30 L=3.55 M=-1.10 M=-1.10 A=1.21 A=1.21

M=0.62 A=0.99 v=0.90

v=-0.35

Dirección de Ingenieros

M=-0.00 A=0.60 M=0.62 A=0.99

v=-1.59 v=1.59

v=0.35

v=-0.90

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

DISEÑO MUROS Y LOSA DE CIMENTACION

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 69

SAP2000

SAP2000 v14.0.0 - File:LOSATANQ - 3-D View - Tonf, cm, C Units

8/17/11 18:48:39

SAP2000

SAP2000 v14.0.0 - File:LOSATANQ - X-Z Plane @ Y=0 - Tonf, cm, C Units

8/17/11 18:47:59

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

Table:

Table:

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3 Frame

DesignSect

DesignType

1 1 1 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 13 13 13 14 14 14 15 15 15 16 16 16

V1 V1 V1 V1 V1 V1 V1 V1 V1 V2 V2 V2 V2 V2 V2 V2 V2 V2 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1

Beam Beam Beam Beam Beam Beam Column Column Column Column Column Column Beam Beam Beam Column Column Column Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam

No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

Status

Location cm

FTopCombo

FTopArea cm2

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

0.000 45.000 90.000 0.000 46.250 92.500 0.000 157.500 315.000 0.000 117.500 235.000 0.000 45.000 90.000 0.000 40.000 80.000 0.000 43.056 86.111 0.000 43.056 86.111 0.000 43.056 86.111 0.000 43.056 86.111 0.000 43.056 86.111 0.000 43.056 86.111 0.000 43.056 86.111 0.000 43.056 86.111 0.000 43.056 86.111

COMB1 COMB3 COMB3 COMB4 COMB3 (Sp) COMB2 COMB4 COMB3 COMB4 COMB1 COMB1 (Sp) COMB4 COMB3 COMB3 COMB3 COMB1 COMB3 (Sp) COMB2 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB1 (Sp) COMB3 COMB3 COMB2 COMB3 COMB3 COMB2 COMB2 COMB2 COMB4 COMB2 COMB2 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB1 (Sp) COMB1

2.8008 1.9700 3.3083 0.4728 0.5431 1.966E-14 1.5279 3.4378 5.494E-15 3.7617 0.9289 0.0000 2.5799 1.8785 1.3937 0.1155 0.3468 4.701E-14 3.3083 2.0271 2.5249 2.5249 1.1484 1.5412 1.5412 0.5651 0.8579 0.8579 0.3002 0.4835 0.4835 0.3688 0.5971 0.5971 0.7350 1.0884 1.0884 1.2422 1.5893 1.5893 1.3823 1.3571 1.3571 0.5257 2.1137

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3 Frame

FBotCombo

FBotArea cm2

VCombo

VRebar cm2/cm

TLngCombo

TLngArea cm2

1 1 1 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 13

COMB4 COMB4 COMB3 (Sp) COMB3 COMB3 COMB2 COMB3 COMB4 COMB3 (Sp) COMB4 COMB2 COMB3 COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 COMB3 COMB2 COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB3 (Sp) COMB1 COMB3 (Sp) COMB3 (Sp) COMB1 COMB2 (Sp) COMB2 (Sp)

2.7089 1.7237 1.6452 2.1839 1.1928 1.121E-14 3.7467 4.5572 8.424E-15 3.6374 2.8153 2.5799 1.2827 0.6396 0.6947 1.3937 0.8159 6.520E-15 1.6452 0.8204 1.2572 1.2572 0.6273 0.7687 0.7687 0.3838 0.4283 0.4283 0.3398 0.2416 0.2416 0.5311 0.2983 0.2983

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 72

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

13 13 14 14 14 15 15 15 16 16 16

Table:

COMB1 COMB2 (Sp) COMB2 (Sp) COMB1 COMB4 (Sp) COMB4 (Sp) COMB1 COMB4 (Sp) COMB4 (Sp) COMB1 COMB2

0.7429 0.5433 0.5433 0.9056 0.7926 0.7926 0.7026 0.6770 0.6770 0.6204 1.3200

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3 Frame

TTrnCombo

TTrnRebar cm2/cm

1 1 1 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 13 13 13 14 14 14 15 15 15 16 16 16

COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4 COMB4

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

ErrMsg

No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

WarnMsg

No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages Messages

Como el muro tiene una cuantia por debajo de la mínima, entonces procedemos a colocar la cuantia mínima. AsM= .0033*100*17.5= 5.77cm2 se colocaran varillas de ½” (No. 4) cada 0.20cm

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 73

MEMORIAS DE DISEÑO DESARENADOR, PLANTA DE TRATAMIENTO Y TANQUE ENTERRADO

DISEÑO ZAPATAS

JULIO M. RAMOS QUINTERO OFICINA: Calle 19B No. 12‐37

ING. CONSULTOR



5602605 VALLEDUPAR Pág. 74

Company : Designer : Job Number : ZAPATA Z1

August 17, 2011 Checked By:_____

Sketch X

.4 m

B

.4 m

A

25 cm

Z

1.1 m

30 cm

30 cm

D D

1.1 m

C

C

Details X

B

25 cm

A

Z

1.1 m

7 cm

#4@32 cm

D

C

Footing Elevation

#4@32 cm

D

C

1.1 m 2

(4,#4)

2

(4 #4)

X Dir. Steel: 5.07 cm Z Dir. Steel: 5.07 cm

Bottom Rebar Plan Geometry, Materials and Criteria Length Width Thickness Height

: 1.1 m : 1.1 m : 25 cm : 1 cm

eX eZ pX pZ

: 0 cm : 0 cm : 30 cm : 30 cm

Footing Top Bar Cover : 7 cm Footing Bottom Bar Cover : 7 cm Pedestal Longitudinal Bar Cover : 5 cm

Gross Allow. Bearing Concrete Weight Concrete f'c Design Code

: 14000 kg/m^2 (gross) Steel fy : 420 MPa : 2400 kg/m^3 Minimum Steel : .0018 : 28 MPa Maximum Steel : .0075 : ACI 318-05

Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil

: 1.5 : 0.3 : 0 kg

Phi for Flexure : 0.9 Phi for Shear : 0.75 Phi for Bearing : 0.65

Loads DL

P (kg) 15330 +P

Vx (kg)

Vz (kg)

Mx (kg-m)

Mz (kg-m)

+Vx

+Vz

+Mx

+Mz

A

RISAFoot Version 3.0

D

D

[C:\...\Untitled.rft]

C

D

C

A

Overburden (kg/m^2) 0 +Over

D

Page 1

Company : Designer : Job Number : ZAPATA Z2

August 17, 2011 Checked By:_____

Sketch X

.6 m

B

.6 m

A

D

1.5 m

D

C

30 cm

Z

1.5 m

30 cm

30 cm

C

Details X

B

30 cm

A

Z

1.5 m

7 cm

#[email protected] cm

D

C

Footing Elevation

#[email protected] cm

D

C

1.5 m 2

(7,#4)

2

(7 #4)

X Dir. Steel: 8.87 cm Z Dir. Steel: 8.87 cm

Bottom Rebar Plan Geometry, Materials and Criteria Length Width Thickness Height

: 1.5 m : 1.5 m : 30 cm : 1 cm

eX eZ pX pZ

: 0 cm : 0 cm : 30 cm : 30 cm

Footing Top Bar Cover : 7 cm Footing Bottom Bar Cover : 7 cm Pedestal Longitudinal Bar Cover : 5 cm

Gross Allow. Bearing Concrete Weight Concrete f'c Design Code

: 14000 kg/m^2 (gross) Steel fy : 420 MPa : 2400 kg/m^3 Minimum Steel : .0018 : 28 MPa Maximum Steel : .0075 : ACI 318-05

Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil

: 1.5 : 0.3 : 0 kg

Phi for Flexure : 0.9 Phi for Shear : 0.75 Phi for Bearing : 0.65

Loads DL

P (kg) 26550 +P

Vx (kg)

Vz (kg)

Mx (kg-m)

Mz (kg-m)

+Vx

+Vz

+Mx

+Mz

A

RISAFoot Version 3.0

D

D

[C:\...\Untitled.rft]

C

D

C

A

Overburden (kg/m^2) 0 +Over

D

Page 1

Company : Designer : Job Number : ZAPATA Z2

August 17, 2011 Checked By:_____

Soil Bearing Description ASCE 2.4.1-1 ASCE 2.4.1-2 ASCE 2.4.1-3a

Categories and Factors 1DL 1DL+1LL 1DL+1WL

Gross Allow.(kg/m^2) Max Bearing (kg/m^2) Max/Allowable Ratio 14000 12521 (A) .894 14000 12521 (A) .894 14000 12521 (A) .894

A

B

A

B

A

B

D

C

D

C

D

C

1DL QA: 12521 kg/m^2 QB: 12521 kg/m^2 QC: 12521 kg/m^2 QD: 12521 kg/m^2 NAZ: -1 cm NAX: -1 cm

1DL+1LL QA: 12521 kg/m^2 QB: 12521 kg/m^2 QC: 12521 kg/m^2 QD: 12521 kg/m^2 NAZ: -1 cm NAX: -1 cm

1DL+1WL QA: 12521 kg/m^2 QB: 12521 kg/m^2 QC: 12521 kg/m^2 QD: 12521 kg/m^2 NAZ: -1 cm NAX: -1 cm

Footing Flexure Design (Bottom Bars) Description

Categories and Factors

2

2

Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm )

Footing Shear Check Two Way (Punching) Vc: 83955.4 kg One Way (X Dir. Cut) Vc 30061.4 kg One Way (Z Dir. Cut) Vc: 30061.4 kg Description

Punching Vu(kg) Vu/ Vc

Categories and Factors

X Dir. Cut Vu(kg) Vu/ Vc

Z Dir. Cut Vu(kg) Vu/ Vc

Concrete Bearing Check (Vertical Loads Only) Bearing Bc :

436848 kg

Description

Categories and Factors

Bearing Bu (kg)

Bearing Bu/ Bc

Overturning Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2 ASCE 2.4.1-3a

Categories and Factors 1DL 1DL+1LL 1DL+1WL

Mo-XX (kg-m)Ms-XX (kg-m) Mo-ZZ (kg-m) Ms-ZZ (kg-m) OSF-XX OSF-ZZ 0 21129.1 0 21129.1 NA NA 0 21129.1 0 21129.1 NA NA 0 21129.1 0 21129.1 NA NA

Mo-XX: Governing Overturning Moment about AD or BC Ms-XX: Governing Stablizing Moment about AD or BC OSF-XX: Ratio of Ms-XX to Mo-XX

Sliding Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2 ASCE 2.4.1-3a

Categories and Factors 1DL 1DL+1LL 1DL+1WL

Va-XX (kg) 0 0 0

Vr-XX (kg) 8451.65 8451.65 8451.65

Va-ZZ (kg) 0 0 0

Vr-ZZ (kg) 8451.65 8451.65 8451.65

SR-XX NA NA NA

SR-ZZ NA NA NA

Va-XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr-XX: Resisting Lateral Force Against Sliding Along XX Axis SR-XX: Ratio of Vr-XX to Va-XX

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Company : Designer : Job Number : ZAPATA Z1

August 17, 2011 Checked By:_____

Soil Bearing Description ASCE 2.4.1-1 ASCE 2.4.1-2 ASCE 2.4.1-3a

Categories and Factors 1DL 1DL+1LL 1DL+1WL

Gross Allow.(kg/m^2) Max Bearing (kg/m^2) Max/Allowable Ratio 14000 13271.2 (A) .948 14000 13271.2 (A) .948 14000 13271.2 (A) .948

A

B

A

B

A

B

D

C

D

C

D

C

1DL QA: 13271.2 kg/m^2 QB: 13271.2 kg/m^2 QC: 13271.2 kg/m^2 QD: 13271.2 kg/m^2 NAZ: -1 cm NAX: -1 cm

1DL+1LL QA: 13271.2 kg/m^2 QB: 13271.2 kg/m^2 QC: 13271.2 kg/m^2 QD: 13271.2 kg/m^2 NAZ: -1 cm NAX: -1 cm

1DL+1WL QA: 13271.2 kg/m^2 QB: 13271.2 kg/m^2 QC: 13271.2 kg/m^2 QD: 13271.2 kg/m^2 NAZ: -1 cm NAX: -1 cm

Footing Flexure Design (Bottom Bars) Description

Categories and Factors

2

2

Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm )

Footing Shear Check Two Way (Punching) Vc: 58961.8 kg One Way (X Dir. Cut) Vc 17116.5 kg One Way (Z Dir. Cut) Vc: 17116.5 kg Description

Punching Vu(kg) Vu/ Vc

Categories and Factors

X Dir. Cut Vu(kg) Vu/ Vc

Z Dir. Cut Vu(kg) Vu/ Vc

Concrete Bearing Check (Vertical Loads Only) Bearing Bc :

436848 kg

Description

Categories and Factors

Bearing Bu (kg)

Bearing Bu/ Bc

Overturning Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2 ASCE 2.4.1-3a

Categories and Factors 1DL 1DL+1LL 1DL+1WL

Mo-XX (kg-m)Ms-XX (kg-m) Mo-ZZ (kg-m) Ms-ZZ (kg-m) OSF-XX OSF-ZZ 0 8831.99 0 8831.99 NA NA 0 8831.99 0 8831.99 NA NA 0 8831.99 0 8831.99 NA NA

Mo-XX: Governing Overturning Moment about AD or BC Ms-XX: Governing Stablizing Moment about AD or BC OSF-XX: Ratio of Ms-XX to Mo-XX

Sliding Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2 ASCE 2.4.1-3a

Categories and Factors 1DL 1DL+1LL 1DL+1WL

Va-XX (kg) 0 0 0

Vr-XX (kg) 4817.45 4817.45 4817.45

Va-ZZ (kg) 0 0 0

Vr-ZZ (kg) 4817.45 4817.45 4817.45

SR-XX NA NA NA

SR-ZZ NA NA NA

Va-XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr-XX: Resisting Lateral Force Against Sliding Along XX Axis SR-XX: Ratio of Vr-XX to Va-XX

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