"

CONSORCIOGENERAL

ANEXOA3CARGAS - COMBINACIONES

.•.~.

Ing. VHG

Fecha:20/05/2008

Hoja_de_

Calculó:Transmilenio Calle 26. EstacionAv. Ciudad de Cali

Proyecto: Ing. VHG

Ver. I 0.00

CONSORCIOGENERAL Asunto: Revisó:Analisis de Carga. W-4

Analisis de Cargas

Carga Muerta Distribuida:

Peso Propio (PP): SAP2000 Vr.11.0 la tiene en cuenta para cada elemento. se ha definido en elanalisis como PP. Esta condicion de carga tiene en cuenta el peso de vigas, viguetas y columnas

Carga Muerta Cubierta, LO:

Cubierta Liviana Tipo Policarbonato=

Cielo Raso tipo Liviano=

Luminarias =

0.10 kN/m2

0.05 kN/m2

0.05 kN/m2

Total LO = 0.20 kN/m2

Carga Muerta Piso, LO:

Piso en concreto =

Acabado de piso =

Espesor piso= 40.96 kN/m2

0.00 kN/m2

Total LO = 0.96 kN/m2

Carga Muerta elementos de fachada, LO:

Cerramientos en vidrio, e= W= 0.20 kN/m2

8mm

Mecanismos Ptas W= 0.45 kN/ml

automaticas

Carga Viva Distribuida:

Carga viva en Piso estación, LI = 5.00

Pendiente de la cubierat, p =

Carga viva en cubierta, LI =

20.5%

0.35

pend,> 20%

kN/m2

cm

J

Ver. I 0.00

Calculó: Ing. VHGFecha:

20/05/2008Proyecto: Transmilenio Calle 26. Estacion

Av. Ciudad de Cali

Revisó:CONSORCIOGENERAL Asunto: Analisis de Carga. W-4

Carga de Viento:

Ing. VHG Hoja_de_

=> N.S.R-98. Titulo B, B.6.4.3Análisis Completo

q = 0.000048 V, 2 5. (q en kN/m2 y V, en kph)

TipO de Analisis:

y

R, región en que se localiza el

proyecto. =V, velocidad del viento (km/h) =

Figura B.6.5.1, N.S.R-98

SI, Coeficiente de topografia =

Tabla B.6.5 - 1, N.S.R-98

Rugosidad del terreno =

Clase =

Tamaño de edificio(m) =S2' Coeficiente de rugosidad =

Tabla B.6.5 - 2, N.S.R-98

53, Coeficiente de topografia =

Numeral B.6.5.6, N.S.R-98

Altura sobre el nivel del mar. H(m)= 2.500

S., Dens. aire Vrs Al!. nivel del mar.

H(m)=

Numeral B.6.6.2, N.S.R-98

2

80

1.00 (a) Todos los casos excepto los dados en ( b ) y ( c )

2

A

5

Campos abiertos con vallas

Todas las unidades de revestimiento, vidrieria y cubierta y sus aditamentos;lo mismo que los miembros individuales de las estructuras sin revestir

0.79

Para las edificaciones y estructuras de ocupación especial pertenecientes1.05 al grupo de uso 11 y las diseñadas para prestar servicios indispensables

esenciales o de atención a la comunidad, correspondientes a los grupos deuso 111 y IV

Vs = V SI 52 S3 =

q = 0.000048 V/S. =66.36 kph

0.15 kN/m2

0.73

/

ji, ":5:f/~ )'

.0{

Calculó: Ing. VHGFecha:20/05/2008

Hoja_de_

Proyecto: Transmilenio Calle 26, Estacion

CONSORCIO Av, Ciudad de Cali

GENERAL Asunto: Analisis de Carga, W-4Revisó: Ing. VHG

AnguloPresion en superficie (N/m') Wp

Viento, a =Local Wpw. Wa Wc Wo ~

O 108,0 -46.3 -108.0 -108.0-169.7

90 -77.2 -77.2 108.0 -15.4

Carga de viento en la estructura, W, Paredes

- Tipo de estructura

- Altura del edificio h=

- Ancho edificio w=

- Long. edificio I =

- Relación h/w h I w=- Relación l/w II w=

- Relacion, 0.25w =

- Angulo Inclinación, a

Edificio con revestimiento5.00 m

4.50 m

24.00 m

1.11

5.33

1.13 m

=> Tablas 8.6.7-1 y 8.6.7-2, NSR-98

O,25w wp

Ver, 0.00

G

H

wp

Coeficientes de presion Cpe

AnguloCpo para superficie Cp

LocalViento, a = A B C D ~

O 0,7 -0,3 -0.7 -0.7-1.1

90 -0.5 -0.5 0.7 -0.1

Carga de viento en la estructura, W Cubierta

Coeficientes de presion Cpe

FH

-0.8 -2.0 -2.0 -1.5 -1.2

Coeficientes Locales

Presion del viento en cubierta, N/m 2

WEF WGH WEG WFH w~ w~ w~ wl5O(l-108.0 -92.6 -123.4 -123.4 -308.6 -308.6 -231.5 -185.2

Y = h o 0.15w = 0.68 m

Angulo Viento, a Angulo Viento, aAngulo

Cubierta, e =EG

-0.8

GH-0.6

EF

-0.711.6

11.6

w

Proyecto: Transmilenio Calle 26. Estacion Calculó: Ing. VHGFecha:

CONSORCIO Av. Ciudad de Cali 20/05/2008

GENERAL Asunto: Analisis de Carga. W-4 Revisó: Ing. VHG Hoja_de_

Ver. 000

a = 0° "'tXJ a = 90°

Hipotesis de carga Viento:

- Angulo Inclinación, Q = 0° - Angulo Inclinación, a = 90°

Viento de Norte a SurViento de Sur a Norte

=> =>Viento de Este a OesteViento de Oeste a Este =>=>

(.\ \

S G-h,;/2 o o o 5/24/0813"\' !.J'0.JiI

AP-6•//

AP-1". \

/ /

AP-S..w

."A.P-7

~P-2

SAP2000 v11 .00 - FileW4. (3x24) - 3-D V'lew Kgf, cm, e Units

Proyecto: Calculó: Fecha:Transmilenio C1.26.Transv.39 Ing. VHG

CONSORCIO 20/0512008

GENERAL Asunto: Revisó:Reacciones W-4 Ing. VHG Hoja_de_

REV.: 0.00

r : TABLE: JointReactions " 1Joint )utputCasl CaseType U1 U2 U3

Texl Text Text KN KN KNAP-1 T LinStatic 0.00 -3.97 15A1

AP-1 LO LinStalic 0.00 -3.33 20.00

AP-1 LI LinStatic 0.00 3.10 21.84

AP-1 Ex LinStatic 0.00 2.35 -5.17

AP-1 Ey LinStalic 0.00 -8.38 -23.20

AP-1 Weo LinStatic 0.00 5.31 -1.37

AP-1 Woe LinSlalic 0.00 4.67 -3.74

AP-2 T LinSlatic 0.00 -3.87 3203

AP-2 LO LinStatic 0.00 -2.64 47.18

AP-2 LI LinStatic 000 5.53 71.65

AP-2 Ex LinStatic 0.00 1.21 -2.89

AP-2 Ey LinSlatic 0.00 -13.63 -44.66

AP-2 Weo LinStatic 0.00 8.26 1.14

AP-2 Woe LinStatic 000 7.36 -2.90

AP-3 T LinStatic 0.22 -4.01 40.93

AP-3 LO LinStalic -0.24 -2.72 57.28

AP-3 LI LinSlatic 130 5.00 81.29

AP-3 Ex LinStatic -62.27 -0.14 OA4

AP-3 Ey LinStatic 3.52 -16.06 -16.11

AP-3 Weo LinStatic -9.23 11.03 -17.91

AP-3 Woe LinStatic -5.01 10.14 -21.10

AP-4 T LinStatic 0.00 -5.04 32.30

AP-4 LO LinStatic 0.00 -3.11 46.19

AP-4 LI LinStatic 0.00 4.22 75.55

AP-4 Ex LinSlalic 0.00 -1.60 3.13

AP-4 Ey LinSlalic 0.00 -13.08 -21.64

AP-4 Weo LinSlatic 0.00 16.20 -13.96

AP-4 Woe LinStatic 000 16.16 -17.62

AP-5 T LinStatic 000 -5.84 15.09

AP-5 LO LinStatic 0.00 -4.02 18.01

AP-5 LI LinStatic 0.00 0.54 25.67

AP-5 Ex LinSlalic 0.00 -2.82 4A8

AP-5 Ey LinSlalic 000 -9A5 0.16

AP-5 Weo LinSlalic 0.00 19.00 -19.28

AP-5 Woe LinSlalic 0.00 19.86 -22.10

AP-6 T LinStalic 000 4.32 15.39

AP-6 LO LinSlalic 0.00 3.11 18.00

AP-6 LI LinSlalic 0.00 -1A6 25.97

AP-6 Ex LinSlalic 0.00 -2.32 -5.00

AP-6 Ey LinStalic 0.00 -9.20 21.53

AP-6 Weo LinSlalic 0.00 -10.56 -29.84

AP-6 Woe LinSlalic 0.00 -12.18 -29.33

Proyecto: Calculó: Fecha:Transmilenio C1.26.Transv.39 Ing. VHG

CONSORCIO 20/05/2008

GENERAL Asunto: Revisó:Reacciones W-4 Ing. VHG Hoja _ de_

REV.: 0.00

Joint )utputCasl CaseTy pe U1 U2 U3Text Text Text KN KN KN

AP-7 T LinStatic 0.00 3.63 34.25

AP-7 LO LinStatic 0.00 2.26 46.81

AP-7 LI LinStatic 0.00 -5.72 79.95

AP-7 Ex LinStatic 0.00 -1.14 -3.04

AP-7 Ey LinStatic 0.00 -15.76 47.49

AP-7 Weo LinStatic 0.00 -6.57 -42.53

AP-7 Woe LinStatic 0.00 -8.67 -41.06

AP-8 T LinStatic 0.78 3.94 40.63

AP-8 LO LinStatic -0.69 3.11 55.68

AP-8 LI LinStatic 4.08 -6.00 83.74

AP-8 Ex LinStatic -62.24 0.12 0.52 "AP-8 Ey LinStatic -3.52 -16.44 14.97 ,-'AP-8 Weo LinStatic -20.66 -3.89 -37.52

AP-8 Woe LinStatic -17.97 -5.99 -38.77

AP-9 T LinStatic 0.00 4.71 3206

AP-9 LO LinStatic 0.00 3.72 45.66

AP-9 LI LinStatic 0.00 -6.50 7608

AP-9 Ex LinStatic 000 1.57 3.10

AP-9 Ey LinStatic 0.00 -13.14 21.50

AP-9 Weo LinStatic 0.00 -4.01 -25.93

AP-9 Woe LinStatic 0.00 -5.84 -25.85

AP-10 T LinStatic 0.00 5.33 14.41

AP-10 LO LinStatic 0.00 4.85 18.91

AP-10 LI LinStatic 0.00 -3.87 21.77

AP-10 Ex LinStatic 0.00 2.78 4.42

AP-10 Ey LinStatic 0.00 -9.36 -0.04

AP-10 Weo LinStatic 0.00 -2.86 -8.97

AP-10 Woe LinStatic 0.00 -4.23 -9.27

CONSORCIOGENERAL

ANEXOA4REACCIONES EN EL TERRENO

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES 1":GENERALESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 26

....,..... ..-~VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. ~

ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.0m)

AREA GRID 1SAFE v8.0.6 F;le: CMT-w4 (MODIFICADO) VR.O.O KN-mUn;ts PAGE 1Mayo 24,2008 14:05S O 1 L P R E S S U R E

LOADAREA GRID 1 GRID J

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 M;n;ma1

1 1 Max;ma

PRESSURE41.410SERV248.332SERV7

36.581SERV217.246SERV7

32.583SERV216.367SERV7

29.586SERV215.769SERV727.817SERV215.433SERV7

27.317SERV215.329SERV7

27.958SERV215.416SERV7

29.458SERV215.634SERV731.359SERV215.914SERV7

32.995SERV216.177SERV7

33.574SERV216.361SERV742.216SERV249.223SERV7

36.287SERV248.051SERV731.720SERV217.085SERV7

28.651SERV216.395SERV726.830SERV215.980SERV7

1 6

1 6

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

GRID LOAD2 M;n;ma2 Max;ma

7

7

2 M;n;ma

¡ji'

PRESSURE26.291SERV215.820SERV7

26.910SERV215.875SERV7

28.402SERV216.085SERV7

30.313SERV216.371SERV7

32.000SERV216.637SERV7

32.698SERV246.802SERV7

42.857SERV2410.133SERV736.597SERV248.834SERV7

31.276SERV247.764SERV7

27.450SERV216.972SERV7

25.582SERV216.476SERV7

25.020SERV216.264SERV725.636SERV216.295SERV727.145SERV216.505SERV729.118SERV246.807SERV731.244SERV247.097SERV7

32.241SERV247.261SERV7

2

2

1 M;n;ma1 Max;ma

3

3

1 M;n;ma1 Max;ma

4

4

1 M;n;ma1 Max;ma

1 M;n;ma1 Max;ma

6

6

1 M;n;ma1 Max;ma

7

7

1 M;n;ma1 Max;ma

8

8

1 M;n;ma1 Max;ma

9

9

1 M;n;ma1 Max;ma

1010

1 M;n;ma1 Max;ma

11

11

1 M;n;ma1 Max;ma

1

1

2 M;n;ma2 Max;ma

2

2

2 M;n;ma2 Max;ma

2 M;n;ma3 2 Max;ma

4

4

2 M;n;ma2 Max;ma

2 M;nima5 2 Maxima

1/21

2 Max;ma

8

8

2 M;n;ma2 Max;ma

9

9

2 Min;ma2 Max;ma

1010

2 M;n;ma2 Max;ma

11

11

2 M;n;ma2 Max;ma

1

1

3 M;n;ma3 Max;ma

2

2

3 M;n;ma3 Max;ma

3

3

3 M;n;ma3 Max;ma

4

4

3 Min;ma3 Max;ma

3 M;n;ma3 Max;ma

6

6

3 M;n;ma3 Max;ma

7

7

3 M;n;ma3 Maxima

8

8

Min;ma3 Max;ma

9

9

3 M;n;ma3 Max;ma

1010

3 M;n;ma3 Max;ma

11

11

3 Min;ma3 Mdx;md

Anexo NO.4.0,Reaa;iones en teneno

CONSORCIODISEffO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~~.!~~YOR

VERSiÓN 0,0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. mX"'AéioHESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.0m)

AREA GRID I GRID J

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

LOAD1

1

4 Mi ni ma

4 Maxima

PRESSURE AREA GRID I GRID J

Minima42,905SERV2410.282

SERV736.592SERV24

8.960SERV7

31.235SERV24

7.870SERV7

27.267SERV24

7.060SERV7

25.328SERV21

6.551SERV7

24.763SERV21

6.330SERV7

25.380SERV21

6.358SERV7

26.893SERV21

6.569SERV7

28.976SERV24

6.875SERV7

31.102SERV24

7.170SERV7

32.118SERV24

7.338SERV7

43.075SERV2411. 809

SERV735.986SERV2410.100

SERV729.874SERV24

8.648SERV7

25.404SERV24

7.579SERV7

22.754SERV24

6.918SERV7

21. 850SERV24

6.632SERV7

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

LOAD7

7 Maxima

PRESSURE22.477SERV24

6.666SERV7

24.285SERV24

6.952SERV7

26.778SERV24

7.399SERV7

29.216SERV24

7.878SERV7

30.436SERV24

8.149SERV7

43.747SERV2411.038

SERV435.783SERV24

9.816SERV4

28.682SERV24

8.643SERV4

23.578SERV24

7.767SERV4

20.603SERV24

7.178SERV7

19.563SERV24

6.844SERV7

20.173SERV24

6.931SERV7

22.110SERV24

7.257SERV4

24.933SERV24

7.687SERV4

27.885SERV24

8.179SERV4

29.404SERV24

8.437SERV4

45.186SERV24

9.170SERV4

2

2

4 Minima

4 Maxima

3

3

4 Mi nima

4 Maxima

4

4

4 Mi ni ma

4 Maxima

4 Mi ni ma

4 Maxima

6

6

4 Mi nima

4 Maxima

7

7

4 Mi nima

4 Maxima

8

8

4 Mi nima

4 Maxima

9

9

4 Minima

4 Maxima

1010

4 Minima

4 Maxima

11

11

4 Minima

4 Maxima

1

1

Minima

Maxima

2

2

Mi ni ma

Maxima

3 Mi nima

Maxima

4

4

Mi nima

Maxima

Mi nima

Maxi ma

6

6

Mi nima

Maxima

2/21

8

8

Minima

5 Maxima

9

9

Mi ni ma

Maxima

1010

Mi ni ma

Maxima

11

11

Mi ni ma

Maxima

1

1

6 Minima

6 Maxima

2

2

6 Minima

6 Maxima

6 Minima

6 Maxima

4

4

6 Minima

6 Maxima

6 Minima

6 Maxima

6

6

6 Minima

6 Maxima

7

7

6 Minima

6 Maxima

8

8

6 Minima

6 Maxima

9

9

6 Minima

6 Maxima

1010

6 Minima

6 Maxima

11

11

6 Minima

6 Maxima

1

1

7 Minima

7 Maxima

Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERALESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 26 ~.re'fQR

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C.-=--••••••••••

ESTACION AV. CIUDAD DE CAlI. CIMENTACION W4 (B=3.0ml

LOADAREA GRIO 1 GRID ]1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2 7 Minima

7 Maxima

3

3

7 Minima

7 Maxima

LOADPRESSURE AREA GRID 1 GRID ]8 Minima36.717

SERV248.200SERV4

29.017SERV24

7.261SERV4

23.481SERV24

6.591SERV4

20.255SERV24

6.217SERV4

19.090SERV24

6.105SERV4

19.674SERV24

6.218SERV4

21. 680SERV24

6.527SERV4

24.686SERV24

6.994SERV4

27.887SERV24

7.515SERV4

29.528SERV24

7.795SERV4

47.576SERV22

7.247SERV2

38.998SERV22

6.657SERV2

31.282SERV22

6.123SERV2

25.664SERV22

5.794SERV2

22.323SERV24

5.655SERV4

21. 056SERV24

5.693SERV4

21. 561SERV24

5.886SERV4

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

8

8 8 Maxima

PRESSURE23.497SERV24

6.209SERV4

26.389SERV24

6.634SERV4

29.437SERV24

7.081SERV4

30.993SERV24

7.329SERV4

50.774SERV22

5.291SERV2

42.555SERV22

5.114SERV2

35.316SERV22

5.031SERV2

29.884SERV22

5.063SERV2

26.499SERV22

5.206SERV2

25.105SERV22

5.441SERV2

25.477SERV22

5.750SERV2

27.225SERV22

6.113SERV2

29.787SERV22

6.499SERV2

32.357SERV24

6.828SERV4

33.612SERV24

7.009SERV4

54.322SERV22

3.445SERV2

46.457SERV22

3.635SERV2

4

4

7 Mi nima

7 Maxima

5 7 Mi nima

7 Maxima

6

6

7 Mi ni ma

7 Maxima

7

7

7 Mi nima

7 Maxima

8

8

7 Mi nima

7 Maxima

9

9

7 Minima

7 Maxima

1010

7 Minima

7 Maxima

11

11

7 Mi nima

7 Maxima

1

1

8 Mi nima

8 Maxima

2

2

8 Mi nima

8 Maxima

8 Minima

8 Maxima

4

4

8 Mi nima

8 Maxi ma

5

5

8 Mi nima

8 Maxima

6

6

8 Minima

8 Maxima

7

7

8 Mi nima

8 Maxima

3/21

9

9

8 Minima

8 Maxima

1010

8 Minima

8 Maxima

11

11

8 Minima

8 Maxima

1

1

9 Minima

9 Maxima

2

2

9 Minima

9 Maxima

3

3

9 Minima

9 Maxima

4

4

9 Minima

9 Maxima

9 Minima

9 Maxima

6

6

9 Minima

9 Maxima

7

7

9 Minima

9 Maxima

8

8

9 Minima

9 Maxima

9

9

9 Minima

9 Maxima

1010

9 M;nima

9 Maxima

11

11

9 Minima

9 Maxima

1

1

10 Minima

10 Maxima

2

2

10 Minima

10 Maxima

Anexo NO.4.0.Reacciones en terrano

CONSORCIODISElilo ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

VERSiÓN 0.0ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~::~

(Av 3 -AEROPUERTO EL DORADO - AV JOS E CELESTINO MUTIS) EN BOGOTÁ D.C. """"""'"ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.am)

AREA GRID 1 GRID ]1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

LOAD3 10 Minima

10 Maxima

4

4

10 Minima

PRESSURE AREA GRID 1 GRID ] LOAD39.580SERV223.913

SERV234.297SERV224.241

SERV230.920SERV22

4.601SERV2

29.495SERV22

4.978SERV2

29.830SERV225.359

SERV231.514SERV22

5.724SERV2

33.915SERV22

6.048SERV2

36.171SERV226.296

SERV237.191SERV226.435

SERV254.612SERV22

3.274SERV2

46.770SERV223.488

SERV239.899SERV223.788

SERV234.626SERV224.137

SERV231.256SERV22

4.513SERV2

29.835SERV224.903

SERV230.169SERV22

5.293SERV2

31.849SERV225.662

SERV2

1

1

1

1

11

1

1

11

1

1

1

1

1

1

1

1

11

1

1

1

1

11

1

1

1

1

1

1

1

1

9

9

11 Minima11 Maxima

PRESSURE34.242SERV225.988

SERV236.496SERV226,236

SERV237.488SERV22

6.376SERV2

55.740SERV222.331

SERV248.111SERV222.650

SERV241.380SERV223.050

SERV236.201SERV22

3.507SERV2

32.901SERV223.976

SERV231.519SERV22

4.437SERV2

31.867SERV22

4.874SERV2

33.536SERV225.271

SERV235.895SERV225.607

SERV238.057SERV22

5.860SERV2

38.885SERV22

6.020SERV2

56.503SERV221.463

SERV249.059SERV221.847

SERV242.471SERV222.323

SERV2

10 Maxima

10 Minima10 Maxima

6

6

10 Minima10 Maxima

7

7

10 Minima10 Maxima

8

8

10 Minima10 Maxima

9

9

10 Minima10 Maxima

1010

10 Minima10 Maxima

1111

10 Minima10 Maxima

1

1

11 Minima11 Maxima

2

2

11 Minima11 Maxima

3

3

11 Minima11 Maxima

4

4

11 Minima11 Maxima

11 Minima11 Maxima

6

6

11 Minima11 Maxima

7

7

11 Minima11 Maxima

8

8

11 Minima11 Maxima

4/21

1010

11 Minima11 Maxima

1111

11 Minima11 Maxima

1

112 Minima12 Maxima

2

2

12 Minima12 Maxima

3 12 Minima12 Maxima

4

4

12 Minima12 Maxima

12 Minima12 Maxima

6

6

12 Minima12 Maxima

7

7

12 Minima12 Maxima

8

8

12 Minima12 Maxima

9

9

12 Minima12 Maxima

1010

12 Minima12 Maxima

1111

12 Minima12 Maxima

1

1

13 Minima13 Maxima

2

2

13 Minima13 Maxima

13 Minima13 Maxima

Anexo No.4.a, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERALESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26

IIIl.CAUIA"YQII_.KVERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C.

-=--............ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=30m)

AREA GRIO 1 GRIO J LOAD1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

4

4

13 Mi nima

13 Maxima

LOADPRESSURE AREA GRIO 1 GRIO J

1 Minima37.404SERV22

2.870SERV2

34.188SERV22

3.426SERV2

32.871SERV22

3.955SERV2

33.264SERV22

4.439SERV2

34.962SERV22

4.864SERV2

37.322SERV22

5.215SERV2

39.427SERV22

5.484SERV2

40.184SERV22

5.673SERV2

33.574SERV21

6.361SERV7

32.522SERV21

6.423SERV7

30.284SERV21

6.396SERV7

27.535SERV21

6.327SERV7

24.840SERV21

6.271SERV7

22.586SERV21

6.283SERV7

21.017SERV21

6.407SERV7

20.282SERV21

6.677SERV7

20.711SERV24

7.114SERV7

22

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2020 1 Maxima

l. ",. '-;:;, J II

PRESSURE22.242SERV24

7.725SERV7

24.735SERV24

8.501SERV7

28.008SERV24

9.408SERV7

31.745SERV2410.378

SERV735.436SERV2411. 228

SERV438.330SERV2411.785

SERV439.516SERV2412.007

SERV432.698SERV24

6.802SERV7

31. 684SERV24

6.811SERV7

29.358SERV24

6.708SERV7

26.494SERV24

6.551SERV7

23.778SERV21

6.412SERV7

21. 521SERV21

6.350SERV7

19.952SERV21

6.411SERV7

19.298SERV24

6.631SERV7

19.769SERV24

7.031SERV7

21. 290SERV24

7.618SERV7

5 13 Mi nima

13 Maxima

6

6

13 Mi nima

13 Maxima

7 13 Mi nima

13 Maxima

8

8

13 Minima

13 Maxima

9

9

13 Mi nima

13 Maxima

1010

13 Mi nima

13 Maxima

11

11

13 Mi nima

13 Maxima

11

11

1 Mi nima

1 Maxima

1212

1 Mi nima

1 Maxima

1313

1 Mi nima

1 Maxima

1414

1 Mi nima

1 Maxima

1515

1 Mi nima

1 Maxima

1616

1 Mi nima

1 Maxima

1717

1 Mi nima

1 Maxima

1818

1 Minima

1 Maxima

1919

1 Minima

1 Maxima

5/21

2121

1 Minima

1 Maxima

2222

1 Minima

1 Maxima

2323

1 Minima

1 Maxima

2424

1 Minima

1 Maxima

2525

1 Minima

1 Maxima

2626

1 Minima

1 Maxima

11

11

2 Minima

2 Maxima

1212

2 Minima

2 Maxima

1313

2 Minima

2 Maxima

1414

2 Minima

2 Maxima

1515

2 Minima

2 Maxima

1616

2 Minima

2 Maxima

1717

2 Minima

2 Maxima

1818

2 Minima

2 Maxima

1919

2 Minima

2 Maxima

2020

2 Minima

2 Maxima

Anexo No.4.0, Reacciones en terrvno

CONSORCIOGENERAL DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES

VERSiÓN 0.0ESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26

(Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C.ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 B=3.0m

AREA GRID I GRID ]22

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2121

2222

2323

2424

2525

2626

1111

1212

1313

1414

1515

1616

1717

1818

1919

2020

2121

LOAD2 Minima

2 Maxi ma

2 Minima

2 Maxi ma

2 Minima

2 Maxima

2 Minima

2 Maxima

2 Minima

2 Maxima

2 Minima

2 Maxima

3 Minima

3 Maxi ma

3 Minima

Maxi ma

3 Mini ma

3 Maxima

3 Mini ma

3 Maxima

3 Minima

3 Maxi ma

3 Minima

3 Maxima

3 Mini ma

3 Maxi ma

Mini ma

Maxima

3 Minima

3 Maxima

Minima

Maxima

Mini ma

3 Maxima

PRESSURE AREA GRID I GRID ]Minima23.785

SERV248.382SERV7

27.071SERV24

9.287SERV7

30.830SERV2410.145

SERV434.562SERV2410.865

SERV437.537SERV2411. 436

SERV438.795SERV2411. 673

SERV432.241SERV24

7.261SERV7

31. 050SERV24

7.201SERV7

28.583SERV24

7.002SERV7

25.621SERV24

6.749SERV7

22.745SERV24

6.520SERV7

20.379SERV24

6.379SERV7

18.804SERV24

6.374SERV7

18.196SERV24

6.541SERV7

18.640SERV24

6.899SERV7

20.146SERV24

7.459SERV7

22.639SERV24

8.208SERV7

2222

2323

2

2

2424

LOAD

Maxima

Minima

3 Maxima

Minima

3 Maxima

3 Minima

Maxima

Minima

Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

4 Minima

4 Maxima

PRESSURE25.940SERV24

8.993SERV4

29.734SERV24

9.725SERV4

33.524SERV24lO.454

SERV436.608SERV2411. 043

SERV438.022SERV2411.309

SERV432.118SERV24

7.338SERV7

30.897SERV24

7.262SERV7

28.417SERV24

7.046SERV7

25.439SERV24

6.776SERV7

22.552SERV24

6.532SERV7

20.177SERV24

6.377SERV7

18.595SERV24

6.361SERV7

17.981SERV24

6.517SERV7

18.420SERV24

6.869SERV7

19.921SERV24

7.422SERV7

22 .411SERV24

8.168SERV7

25.711SERV24

8.910SERV4

2

2

2525

2

2

2626

2

2

1111

2

2

1212

2

2

1313

2 1414

2

2

1515

2

2

1616

2

2

1717

2

2

1818

2

2

1919

2

2

2020

2

2

2121

2222

6/21 Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES .~GENERAL

ESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 261Il..CAlIM.,ca~

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C ~ESTACION AV. CIUDAD DE CAlI. CIMENTACION W4 (B=3.0m)

LOADAREA GRID 1 GRID J

2

22323

4 Minima

4 Maxima

4 Mi nima

4 Maxima

4 Minima

4 Maxima

4 Mi nima

4 Maxima

Mi nima

Maxima

Mi nima

Maxima

Minima

Maxima

Mi nima

Maxima

Mi nima

Maxima

Mi nima

Maxima

Mi nima

5 Maxima

Mi nima

Maxima

5 Mi nima

Maxima

Mi nima

Maxima

Mi nima

Maxima

Mi ni ma

Maxima

Mi ni ma

Maxima

LOADPRESSURE AREA GRID 1 GRID J

Minima29.508SERV249.643SERV4

33.307SERV2410.373SERV4

36.396SERV2410.963SERV4

37.837SERV2411. 233SERV4

30.436SERV248.149SERV7

28.963SERV247.891SERV7

26.123SERV247.398SERV7

22.933SERV246.887SERV7

19.971SERV246.449SERV7

17.594SERV246.144SERV7

16.021SERV246.005SERV7

15.384SERV246.058SERV7

15.749SERV246.319SERV7

17 .127SERV246.795SERV7

19.468SERV247.267SERV4

22.641SERV247.870SERV4

26.403SERV248.585SERV4

2

2

2

2

2

2

2

2

2

2

2

22

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2424 5 Maxima

I J' , •.. '1. '1"

PRESSURE30.340SERV249.339SERV4

33.752SERV2410.001SERV4

35.425SERV2410.331SERV4

29.404SERV248.437SERV4

27.628SERV248.080SERV4

24.297SERV247.464SERV4

20.805SERV246.857SERV4

17.747SERV246.352SERV4

15.384SERV245.971SERV7

13.845SERV245.693SERV7

13.202SERV245.633SERV7

13 .493SERV245.744SERV4

14.731SERV245.977SERV4

16.895SERV246.368SERV4

19.924SERV246.913SERV4

23.682SERV247.597SERV4

27.864SERV248.378SERV4

2

2

2424

2

2

2525

2

2

2626

2

2

1111

2

2

1212

2

2

1313

2

2

1414

2

2

1515

2

2

1616

2

2

1717

2

1818

2

2

1919

2

2

2020

2

2

2121

2

2

22

22

2

2

2323

7/21

2525

5 Minima

5 Maxima

2626

Minima

Maxima

1111

6 Minima

6 Maxima

1212

6 Minima

6 Maxima

1313

6 M;n;ma

6 Max;ma

1414

6 M;n;ma

6 Max;ma

1515

6 M;n;ma

6 Max;ma

1616

6 M;n;ma

6 Maxima

1717

6 M;n;ma

6 Max;ma

1818

6 M;n;ma

6 Maxima

1919

6 M;n;ma

6 Maxima

2020

6 M;n;ma

6 Max;ma

2121

6 M;n;ma

6 Max;ma

2222

6 Min;ma

6 Max;ma

2323

6 M;n;ma

6 Max;ma

2424

6 M;n;ma

6 Max;ma

Anexo No.4.0. Reacciones en terrvno

CONSORCIOGENERAL DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES

VERSiÓN 0.0ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26

(Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C.ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 B=3.0m

AREA GRID 1 GRID J

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2525

2626

1111

1212

1313

1414

1515

1616

1717

1818

1919

2020

2121

2222

2323

2424

2525

LOAD6 M;n;ma

6 Max;ma

6 M;n;ma

6 Max;ma

7 M; n;ma

7 Max;ma

7 M; n;ma

7 Max;ma

7 M; n;ma

7 Max;ma

7 M;n;ma

7 Max;ma

7 M;n;ma

7 Max;ma

7 M;n;ma

7 Max;ma

7 M;n;ma

7 Max;ma

7 M;n;ma

7 Maxima

7 Mi nima

7 Maxima

7 Minima

7 Maxima

7 Min;ma

7 Maxima

7 Mi n;ma

7 Maxi ma

7 Mi n; ma

7 Max;ma

7 M; n;ma

7 Max;ma

7 M;n;ma

7 Max;ma

PRESSURE AREA GRID 1 GRID J

7 M;n;ma31.770SERV249.134SERV4

33.756SERV249.530SERV429.528SERV247.795SERV427.605SERV24

7.463SERV424.012SERV246.874SERV420.315SERV24

6.308SERV417.141SERV24

5.857SERV414.722SERV245.537SERV413.152SERV245.348SERV412.478SERV245.288SERV412.727SERV245.359SERV413.912SERV245.564SERV416.023SERV245.908SERV419.030SERV24

6.396SERV422.833SERV24

7.031SERV427.172SERV24

7.786SERV431.313SERV248.542SERV4

2

2

2626

LOAD

7 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Maxima

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Maxima

8 Minima

8 Max;ma

8 M;n;ma

8 Max;ma

8 M;n;ma

8 Max;ma

PRESSURE33.421SERV248.939SERV430.993SERV247.329SERV429.085SERV247.077SERV425.548SERV246.612SERV4

21.832SERV246.164SERV418.556SERV24

5.806SERV416.005SERV24

5.554SERV4

14.321SERV245.410

SERV413.583SERV245.376SERV413.836SERV225.450SERV215.079SERV225.646SERV217,291SERV245.965SERV420.408SERV246,403

SERV424.278SERV24

6.962SERV428.578SERV247.616SERV432.589SERV248.262SERV4

34.629SERV248.602SERV4

2

2

1111

2

21212

2

21313

2

2

1414

2

1515

2

2

1616

2 1717

2

1818

2 1919

2 2020

2

2

2121

2

2

2222

2

2323

2

2

2424

2

2

2525

2

2

2626

8/21 Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES.~~

GENERALESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ,"=A~Y'tII

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. ~ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.0m)

AREA GRID 1 GRID J LOAD2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

1111

9 Mi n; ma

9 Maxima

PRESSURE AREA GRID 1 GRID J LOAD33.612SERV247.009SERV431.899SERV246.877SERV428.677SERV226.605SERV2

25.074SERV226.295SERV221.709SERV226.029SERV2

18.977SERV225.837SERV2

17.124SERV225.736SERV216.295SERV225.736SERV216.559SERV225.846SERV217.925SERV226.067SERV220.333SERV226.398SERV2

23.662SERV246.808SERV4

27.634SERV247.284SERV431.794SERV247.793SERV435.395SERV248.255SERV437.155SERV248.492SERV4

37.191SERV226.435SERV2

22

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

1212

10 M; n;ma

10 Maxima

PRESSURE35.601SERV226.441SERV232.549SERV226.364SERV228.932SERV226.245SERV225.426SERV226.127SERV222.511SERV226.046SERV220.501SERV226.027SERV2

19.586SERV226.089SERV219.855SERV226.243SERV221.313SERV226.493SERV2

23.874SERV226.833SERV227.340SERV227.248SERV231.402SERV247.668SERV435.490SERV248.072SERV438.826SERV248.391SERV4

40.383SERV248.532SERV437.488SERV226.376SERV235.917SERV226.394SERV2

1212

9 Mi nima

9 Maxi ma

1313

9 M; n; ma

9 Max;ma

1414

9 Mi n;ma

9 Maxima

1515

9 Mi n; ma

9 Maxima

1616

9 Minima

9 Maxima

1717

9 M;nima

9 Maxima

1818

9 M; nima

9 Max;ma

1919

9 Mi n;ma

9 Maxima

2020

9 Mi n;ma

9 Maxima

2121

9 Mi nima

9 Maxima

22

229 Minima

9 Maxi ma

2323

9 Mi ni ma

9 Maxima

2424

9 Mi nima

9 Maxima

2525

9 Minima

9 Maxima

2626

9 Minima

9 Max;ma

1111

10 Mi nima

10 Maxima

9/21

1313

10 Minima

10 Maxima

1414

10 Min;ma

10 Maxima

1515

10 Min;ma

10 Max;ma

1616

10 M;n;ma

10 Maxima

1717

10 M;nima

10 Maxima

1818

10 Min;ma

10 Maxima

1919

10 Minima

10 Max;ma

2020

10 M;n;ma

10 Max;ma

2121

10 M;nima

10 Maxima

2222

10 Min;ma

10 Max;ma

2323

10 Min;ma

10 Max;ma

2424

10 M;n;ma

10 Maxima

2525

10 M;n;ma

10 Max;ma

2626

10 M;n;ma

10 Maxima

1111

11 Min;ma

11 Max;ma

1212

11 M;nima

11 Maxima

Anexo NO.4.0.Reacciones en terreno

¡-CONSORCIO •GENEAAL DISElilo ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES

VERSiÓN 0.0ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~A~~

(Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. ~ESTACION AV. CIUDAD DE CAlI, CIMENTACION W4 (B=3.Om)

AREA GRID I GRID )2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

LOAD1313

11 M;n;ma

11 Max;ma

PRESSURE AREA GRID I GRID ) LOAD

32.860SERV226.330SERV229.242SERV226.224SERV2

25.732SERV226.118SERV222.812SERV226.047SERV220.798SERV226.036SERV2

19.879SERV226.104SERV220.147SERV226.262SERV2

21.606SERV226.514SERV224.168SERV226.854SERV2

27.634SERV227.267SERV231.691SERV24

7.687SERV435.774SERV248.086SERV439.109SERV248.399SERV440.639SERV248.534SERV4

38.885SERV226.020SERV2

37.443SERV226.094SERV2

34.448SERV226.103SERV2

22

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

1414

12 M;n;ma

12 Max;ma

PRESSURE

30.838SERV226.071SERV227.323SERV226.032SERV2

24.389SERV226.017SERV222.360SERV226.052SERV221.427SERV226.153SERV2

21.684SERV226.333SERV2

23.135SERV226.595SERV225.687SERV226.935SERV2

29.138SERV227.335SERV2

33.144SERV247.754SERV4

37.184SERV248.120SERV440.420SERV248.397SERV441.784SERV248.509SERV440.184SERV225.673SERV2

38.802SERV225.792SERV235.857SERV225.861SERV2

32.245SERV225.895SERV2

1414

11 M;n;ma

11 Max;ma

1515

11 M; n; ma

11 Max;ma

1616

11 M; n;ma

11 Max;ma

1717

11 M; n;ma

11 Max;ma

1818

11 M; n;ma

11 Max;ma

1919

11 M; n;ma

11 Max;ma

2020

11 M;n;ma

11 Max;ma

2121

11 M;n;ma

11 Max;ma

22

2211 M;n;ma

11 Max;ma

23 11 M;n;ma

23 11 Max;ma

2424

11 M;n;ma

11 Max;ma

2S25

11 M;n;ma

11 Max;ma

2626

11 M;n;ma

11 Max;ma

1111

12 M;n;ma

12 Max;ma

1212

12 M;n;ma

12 Max;ma

1313

12 M;n;ma

12 Max;ma

10/21

1515

12 M;n;ma

12 Max;ma

1616

12 M;n;ma

12 Max;ma

1717

12 M; n;ma

12 Max;ma

1818

12 M;n;ma

12 Max;ma

1919

12 M;n;ma

12 Max;ma

2020

12 M;n;ma

12 Max;ma

2121

12 M;n;ma

12 Max;ma

2222

12 M;n;ma

12 Max;ma

2323

12 M;n;ma

12 Max;ma

2424

12 M;n;ma

12 Max;ma

2525

12 M; n;ma

12 Max;ma

2626

12 M;n;ma

12 Max;ma

1111

13 M;n;ma

13 Max;ma

12

1213 M;n;ma

13 Max;ma

1313

13 M;n;ma

13 Max;ma

1414

13 M;n;ma

13 Max;ma

Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES ~•.GENERALESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 26

-=YQltJ, ,VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. EDU:IICIDN

ESTACION AV. CIUDAD DE CALI. CIMENTACION W4 (B=3.0m)

LOADAREA GRID 1 GRID J

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

3

3

3

3

13 Mi n; rna1515 13 Max;rna

LOADPRESSURE AREA GRID 1 GRID J

1 M;n;ma28.712SERV22

5.919SERV225.762SERV225.959SERV223.717SERV226.036SERV222.770SERV22

6.169SERV223.014SERV226.369SERV224.452SERV226.641SERV226.991SERV22

6.978SERV230.428SERV227.367

SERV234.411SERV227.777

SERV238.412SERV248.126SERV441.570SERV24

8.379SERV442.855SERV24

8.480SERV439.516SERV2412.007SERV438.355SERV2411.770SERV435.488SERV2411.199SERV431.827SERV2410.471SERV428.128SERV24

9.603SERV7

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3131 1 Max;ma

J:PRESSURE

24.899SERV248.793SERV7

22.459SERV248.146SERV720.993SERV247.704SERV720.579SERV247.482

SERV721.211SERV247.478

SERV722.802SERV247.671SERV725.176SERV248.022SERV7

28.049SERV248.475

SERV730.983SERV24

8.944SERV733.344SERV24

9.322SERV734.382SERV24

9.495SERV738.795SERV2411.673

SERV437.557SERV2411.4245ERV434.603SERV2410.8415ERV4

30.896SERV2410.1105ERV427.167SERV24

9.374SERV423.915SERV248.610SERV7

1616

13 M; n; rna

13 Max;rna

1717

13 M; n;rna

13 Max;rna

1818

13 M; n; rna

13 MaX;rna

1919

13 M; n;rna

13 MaX;rna

2020

13 M; n;rna

13 Max; rna

2121

13 M; n; rna

13 Max;rna

22

22

13 M; n; rna

13 MaX;rna

2323

13 M; n; rna

13 Max;rna

2424

13 M; n; rna

13 MaX;rna

2525

13 M; n; rna

13 Max;rna

2626

13 M; n;rna

13 Max;rna

2626

1 M; n; rna

1 Max;rna

2727

1 M;n;rna

1 Max;rna

2828

1 M;n;rna

1 Max; rna

2929

1 M;n;rna

1 Max;rna

3030

1 Min;rna

1 Max;rna

11/21

3232

1 M;n;ma

1 Max;ma

3333

1 M;n;ma

1 Max; rna

3434

1 M;n;ma

1 Max;ma

3535

1 M;n;ma

1 Max;ma

3636

1 M;n;ma

1 Max;ma

3737

1 M;n;ma

1 Max;ma

3838

1 M;n;ma

1 Max;ma

3939

1 M;n;rna

1 Max;ma

4040

1 M;n;ma

1 Max;ma

4141

1 M;n;ma

1 Max;ma

2626

2 M;n;ma

2 Max;ma

2727

2 M;n;ma

2 Max;ma

2828

2 M;n;ma

2 Max;ma

2929

2 M;n;ma

2 Max;ma

3030

2 M;n;ma

2 Max;ma

3131

2 M;n;ma

2 Max;ma

Anexo No.4.0. Reacciones en telTllno

CONSORCIODISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

__ o

ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~~A~YOR

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. --=-EDLCACICIN

ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.0m)

AREA GRID 1 GRID )33

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

LOAD3232

2 M;n;ma2 Max;ma

PRESSURE AREA GRID 1 GRID ) LOAD3333

M;n;maPRESSURE

18.808SERV24

7.275SERV7

18.412SERV24

7.077SERV7

19.078SERV24

7.115SERV7

20.722SERV24

7.367SERV7

23.169SERV24

7.795SERV7

26.135SERV248.336SERV7

29.196SERV248.905SERV7

31.764SERV24

9.385SERV7

33.044SERV24

9.628SERV7

37.837SERV2411. 233SERV4

36.410SERV2410.954SERV4

33.336SERV2410.355SERV4

29.554SERV249.618SERV4

25.777SERV248.881SERV4

22.501SERV24

8.240SERV4

20.042SERV24

7.659SERV7

18.577SERV24

7.225SERV7

3333

2 M;n;ma2 Max;ma

3434

M; n; ma2 Max;ma

3535

2 M;n;ma2 Max;ma

3636

2 M;n;ma2 Max;ma

3737

2 M;n;ma2 Max;ma

3838

2 M;n;maMax;ma

3939

M; n; ma2 Max;ma

4040

M; n; ma2 Max; ma

4141

M;n;ma2 Max;ma

2626

M; n; maMax;ma

2727

M; n; maMax;ma

2828

M; n; ma3 Max;ma

2929

3 M;n;maMax;ma

3030

M;n;maMax;ma

3131

M;n;ma3 Max;ma

3232

3 M;n;ma3 Max;ma

21.464SERV24

7.956SERV7

19.995SERV24

7.516SERV7

3

19.588SERV24

7.306SERV7

3

20.236SERV24

7.322SERV7

21. 852SERV24

7.543SERV7

24.260SERV24

7.931SERV7

27 .173SERV24

8.426SERV7

3

3

3

3

30.163SERV24

8.942SERV7

3

32.617SERV24

9.364SERV7

3

3

33.742SERV24

9.563SERV7

38.022SERV2411.309SERV4

3

36.623SERV2411.034SERV4

33.554SERV2410.435SERV4

29.782SERV24

9.699SERV4

26.010SERV24

8.961SERV4

22.735SERV24

8.319SERV4

3

20.274SERV24

7.711SERV7

3

12121

Max;ma

3434

M;n;maMax;ma

3535

3 M;n;maMax;ma

3636

M;n;maMax;ma

3737

3 M;n;maMax;ma

3838

3 M;n;ma3 Max;ma

3939

M;n;maMax;ma

4040

M;n;maMax;ma

4141

3 M;n;ma3 Max;ma

2626

4 M;n;ma4 Max;ma

2727

4 M;n;ma4 Max;ma

2828

4 M;n;ma4 Max;ma

2929

4 M;n;ma4 Max;ma

3030

4 M;n;ma4 Max;ma

3131

4 M;n;ma4 Max;ma

3232

4 M;n;ma4 Max;ma

3333

4 M;n;ma4 Max;ma

Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERALESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~A~YQR

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. ~ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.0m)

AREA GRIO 1

3 343 34

3

3

3

3

3

3

3

3

3 3131

3232

33

33

3

3

3434

GRIO ] LOAD4 Mi nima

4 Maxima

3535

4 Minima

PRESSURE AREA GRIO 1 GRIO ] LOAD5 Minima

5 Maxima

3636

M;n;ma

~ "'- fPRESSURE .

4 Max;ma

3636

4 Mi n;ma

18.184SERV24

7.030SERV7

3 353 35

5 Max;ma

3737

5 Min;ma

5 Maxima

16.138SERV24

6.432SERV7

17.734SERV24

6.733SERV7

20.138SERV24

7.227SERV7

23.127SERV24

7.871SERV7

26.347SERV24

8.564SERV4

29.217SERV24

9.123SERV4

30.729SERV24

9.409SERV4

33.756SERV24

9.530SERV4

31.780SERV24

9.125SERV4

27.882SERV24

8.362SERV4

23.707SERV24

7.577SERV4

4 Max;ma

3737

4 Mi n;ma

4 Maxima

18.853SERV24

7.072SERV7

20.500SERV24

7.329SERV7

3

3838

M;n;ma

19.955SERV24

6.892SERV4

16.928SERV24

6.352SERV4

14.763SERV24

5.973SERV4

3838

4 Mi nima

22.952SERV24

7.762SERV7

25.925SERV24

8.312SERV7

3

3

5 Max;ma

3939

5 Min;ma

13.520SERV24

5.762SERV4

13.217SERV24

5.720SERV4

13.841SERV24

5.845SERV4

4 Max;ma

3939

4 M; nima

4 Max;ma

4040

4 Min;ma

4 Max;ma

4141

4 Mi nima

4 Maxima

2626

Mi nima

Maxima

2727

M; n;ma

Max;ma

2828

M; n;ma

Max;ma

2929

Mi nima

Maxima

3030

M; n;ma

Max;ma

Mi n; ma

Max;ma

M; n;ma

Max;ma

Mi n;ma

5 Maxima

Mi n;ma

5 Max;ma

28.997SERV24

8.890SERV7

31. 572SERV24

9.378SERV7

3

32.878SERV24

9.631SERV7

3

3

35.425SERV2410.331

SERV4

3

33.762SERV24

9.993SERV4

3

3

30.357SERV24

9.326SERV4

3

3

26.430SERV24

8.568SERV4

22.678SERV24

7.852SERV4

3

19.517SERV24

7.252SERV4

17.191SERV24

6.812SERV4

3

15.828SERV24

6.512SERV7

3

3

15.480SERV24

6.353SERV7

3

13/21

5 Max;ma

4040

M; n; ma

Max;ma

4141

5 M;n;ma

Max;ma

2626

6 M;nima

6 Maxima

2727

6 M;n;ma

6 Max;ma

2828

6 M;n;ma

6 Max;ma

2929

6 M;n;ma

6 Max;ma

3030

6 Minima

6 Max;ma

3131

6 Min;ma

6 Max;ma

3232

6 M;n;ma

6 Maxima

33

336 M;n;ma

6 Max;ma

3434

6 M;n;ma

6 Max;ma

3535

6 M;n;ma

6 Max;ma

Anexo No.4.0, Reacciones en terreno

CONSORCIODISEfilo ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

VERSiÓN 0.0ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~j\~~

(Av 3 -AEROPUERTO EL DORADO - AV JaSE CELESTINO MUTIS) EN BOGOTÁ D.C. EDlCwESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (8=3.0m)

AREA GRID 1 GRID)3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

LOAD3636

6 M; n; ma

6 Max;ma

PRESSURE AREA GRID 1 GRID) LOAD3737

7 M;n;ma

7 Max;ma

PRESSURE16.805SERV246.197SERV419.851SERV246.777SERV423.410SERV247.484SERV4

26.879SERV248.205SERV4

28.744SERV248.604SERV4

34.629SERV248.602SERV432.602SERV248.249SERV4

28.604SERV247.590SERV424.311SERV246.929SERV4

20.436SERV246.371SERV417.300SERV245.944SERV415.045SERV245.657SERV413.738SERV245.509SERV413.396SERV245.502SERV4

14.009SERV245.634SERV415.532SERV245.905SERV4

17.890SERV246.315SERV4

3737

6 M; n;ma

6 Max;ma

3838

6 M;n;ma

6 Max;ma

3939

6 M;n;ma

6 Max;ma

4040

6 M;n;ma

6 Max;ma

4141

6 M; n;ma

6 Maxi ma

2626

7 M; n;ma

7 Max;ma

2727

7 M;n;ma

7 Max;ma

2828

7 M;n;ma

7 Max;ma

2929

7 M;n;ma

7 Max;ma

3030

7 M;n;ma

7 Max;ma

3131

7 M; n;ma

7 Max;ma

3232

7 M;n;ma

7 Max;ma

33

33

7 M; nima

7 Max;ma

3434

7 M;n;ma

7 Max;ma

3535

7 M;n;ma

7 Max;ma

3636

7 M; n; ma

7 Maxima

15.352SERV246.134SERV4 3

17.679SERV246.579SERV420.692SERV247.166SERV4

24.131SERV247.858SERV427.417SERV248.543SERV4

3

3

29.187SERV248.916SERV4

33.421SERV248.939SERV4

3

31.324SERV248.531SERV4

27.194SERV247.766SERV4

3

22.863SERV247.004SERV4 3

19.062SERV246.368SERV416.049SERV245.886SERV413.920SERV245.560SERV412.704SERV245.386SERV4 3

12.407SERV245.364SERV413.014SERV245.490SERV4

14.495SERV245.767SERV4

14/21

3838

7 M;n;ma

7 Max;ma

3939

7 M;n;ma

7 Max;ma

4040

7 M;n;ma

7 Max;ma

4141

7 M;n;ma

7 Max;ma

2626

8 M;n;ma

8 Max;ma

2727

8 M;n;ma

8 Max;ma

2828

8 M;n;ma

8 Max;ma

2929

8 M;n;ma

8 Max;ma

3030

8 M;n;ma

8 Max;ma

3131

8 M;n;ma

8 Max;ma

3232

8 Minima

8 Max;ma

33

338 M;n;ma

8 Max;ma

3434

8 M; nima

8 Max;ma

3535

8 M;n;ma

8 Max;ma

3636

8 M;n;ma

8 Max;ma

3737

8 M;n;ma

8 Max;ma

Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERALESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26

. . ....,..... ...-VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. ~,JESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.0m)

AREA GRID 1 GRID J

3

3

3

3

3

3

3

3

3

3

3

3

3

LOAD3838

8 Mi nima

8 Maxima

PRESSURE AREA GRID 1 GRID LOAD3939

9 Minima

PRESSURE27.008SERV227.823

SERV229.968SERV228.325

SERV231.534SERV22

8.613SERV240.383SERV24

8,532SERV438.830SERV248.383SERV4

35.491SERV248.060SERV431.386SERV247.661

SERV427.283SERV247.265SERV423.713SERV24

6.929SERV421.012SERV24

6.693SERV419.377SERV22

6.572SERV218.891SERV22

6.573SERV219.533SERV226.709

SERV221.211SERV22

6.971SERV223.745SERV227.338SERV226.838SERV227.771

SERV230.046SERV22

8.216SERV2

3939

8 Mi nima

8 Maxima

4040

8 Mi nima

8 Maxima

4141

8 Mi nima

8 Maxi ma

2626

9 Mi nima

9 Maxima

2727

9 Mi nima

9 Maxima

2828

9 Mi nima

9 Maxima

2929

9 Mi ni ma

9 Maxima

3030

9 Minima

9 Maxima

3131

9 Minima

9 Maxima

3232

9 Minima

9 Maxima

33

33

9 Mi ni ma

9 Maxi ma

3434

9 Minima

9 Maxima

3535

9 Minima

9 Maxima

3636

9 Mi nima

9 Maxima

3737

9 Mi nima

9 Maxima

3838

9 Minima

9 Maxima

20.949SERV246.855SERV4

3

24.441SERV247.500SERV4

27.777SERV24

8.150SERV4

3

29.578SERV24

8.518SERV43

37.155SERV248.492

SERV435.407SERV248.242SERV4

3

31.817SERV247.767

SERV43

27.656SERV247.254SERV4

3

23.667SERV246.785SERV43

20.291SERV246.407

SERV417.790SERV24

6.145SERV4

3

3

16.302SERV246.014SERV4

15.885SERV226.013SERV23

16.526SERV226.146SERV218.148SERV226.414SERV220.613SERV22

6.803SERV2

3

3

23.690SERV22

7.288SERV2

15121

9 Maxima

4040

9 Minima

9 Maxima

4141

9 Minima

9 Maxima

2626

10 Minima

10 Maxima

2727

10 Minima

10 Maxima

2828

10 Minima

10 Maxima

2929

10 Minima

10 Maxima

3030

10 Minima

10 Maxima

3131

10 Minima

10 Maxima

3232

10 Minima

10 Maxima

3333

10 Minima

10 Maxima

3434

10 Minima

10 Maxima

3535

10 Minima

10 Maxima

3636

10 Minima

10 Maxima

3737

10 Minima

10 Maxima

3838

10 Minima

10 Maxima

3939

10 Minima

10 Maxima

Anexo No.4.0. Reacciones en terreno

CONSORCIOGENERAL

DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES

VERSiÓN 0.0ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26

(Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C.ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 B=3.0m

AREA GRID 1 GRID J

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

LOAD4040

10 M;n;ma10 Max;ma

PRESSURE AREA GRID 1 GRID J LOAD4141

11 M;n;ma11 Max;ma

PRESSURE34.340SERV22

8.812SERV2

41. 784SERV24

8.509SERV4

40.412SERV24

8.396SERV4

37.161SERV24

8.123SERV4

33.092SERV24

7.771SERV4

28.997SERV24

7.417SERV4

25.415SERV24

7..115SERV4

22.692SERV24

6.903SERV4

21.039SERV22

6.787SERV2

20.524SERV22

6.794SERV2

21.136SERV22

6.927SERV2

22.782SERV22

7.178SERV2

25.276SERV22

7.524SERV2

28.318SERV22

7.930SERV2

31. 457SERV22

8.340SERV2

34.049SERV22

8.678SERV2

35.257SERV22

8.858SERV2

4141

10 M;n;ma10 Max;ma

2626

11 M;n;ma11 Max;ma

2727

11 M;n;ma11 Max;ma

2828

11 Mi n;ma11 Max;ma

2929

11 M; nima11 Max;ma

3030

11 M;n;ma11 Max;ma

3131

11 M;n;ma11 Max;ma

3232

11 M;n;ma11 Maxima

33

33

11 M; n; ma11 Max;ma

3434

11 M;nima11 Maxima

3535

11 M;n;ma11 Max;ma

3636

11 M;nima11 Maxima

3737

11 M;n;ma11 Maxima

3838

11 M;nima11 Max;ma

3939

11 M;n;ma11 Maxima

4040

11 Minima11 Maxima

32.749SERV22

8.590SERV2

34.133SERV22

8.797SERV2

40.639SERV24

8.534SERV4

3

39.111SERV24

8.391SERV4

3

35.771SERV24

8.076SERV4

3

31. 670SERV24

7.683SERV4

27.565SERV24

7.294SERV4

3

3

23.990SERV24

6.963SERV4

21. 284SERV24

6.729SERV4

19.644SERV22

6.610SERV2

3

19.153SERV22

6.611SERV2

3

3

19.791SERV22

6.747SERV2

21. 466SERV22

7.008SERV2

3

23.996SERV22

7.371SERV2

27 .083SERV22

7.801SERV2

3

3

30.283SERV22

8.240SERV2

32.980SERV22

8.610SERV2

3

16/21

2626

12 M;nima12 Max;ma

2727

12 M;n;ma12 Maxima

2828

12 M;n;ma12 Max;ma

2929

12 M;n;ma12 Maxima

30

30

12 M; n;ma12 Max;ma

3131

12 Minima12 Maxima

3232

12 Minima12 Maxima

33

33

12 M;nima12 Maxima

3434

12 M;n;ma12 Max;ma

3535

12 Minima12 Max;ma

3636

12 Minima12 Maxima

3737

12 M;n;ma12 Max;ma

3838

12 Min;ma12 Maxima

3939

12 Minima12 Max;ma

4040

12 Minima12 Maxima

4141

12 Minima12 Max;ma

Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •.~GENERAL

)

ESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 26 ~A-=vtM

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C...,¡¡;¡;.,..

ESTACION AV. CIUDAD DE CALI. CIMENTACION W4 (B=3.0ml

AREA GRID 1 GRID ]

3

3

3

3

3

3

3

3

3

3

3

3

3

4

4

LOAD2626

13 MinimaPRESSURE AREA GRID 1 GRID ] LOAD

42.855SERV248.480SERV4

41.552SERV24

8.384SERV438.369SERV248.141SERV434.315SERV24

7.825SERV430.217SERV24

7.503SERV426.629SERV24

7.229SERV423.900SERV227.032SERV222.235SERV226.925SERV221.700SERV226.937SERV222.289SERV22

7.068SERV223.908SERV22

7.309SERV226.372SERV22

7.639SERV229.381SERV22

8.023SERV232.473SERV228.408

SERV234.980SERV228.723

SERV236.105SERV22

8.895SERV234.382SERV249.495

SERV7

44

44

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4242

1 Minima1 Maxima

PRESSURE33.599SERV24

9.394SERV731.622SERV249.139SERV7

29.327SERV248.887SERV4

27.457SERV248.162SERV426.535SERV24

7.483SERV426.889SERV24

6.896SERV428.684SERV246.426SERV431.908SERV246.093SERV436.357SERV24

5.914SERV441.536SERV24

5.856SERV433.742SERV249.563SERV7

32.925SERV249.449SERV730.914SERV249.166SERV728.631SERV24

8.788SERV426.804SERV24

8.109SERV425.952SERV24

7.488SERV426.410SERV246.970

SERV4

13 Maxima

2727

13 Minima13 Maxima

2828

13 Minima13 Maxima

2929

13 Minima13 Maxima

3030

13 Minima13 Maxima

3131

13 Minima13 Maxima

3232

13 Minima13 Maxima

33

33

13 Minima13 Maxima

3434

13 Minima13 Maxima

3535

13 Minima13 Maxima

3636

13 Minima13 Maxima

3737

13 Minima13 Maxima

3838

13 Minima13 Maxima

3939

13 Minima13 Maxima

4040

13 Minima13 Maxima

4141

13 Minima13 Maxima

4141

1 Minima1 Maxima

17/21

4343

1 Minima1 Maxima

4444

1 Minima1 Maxima

4545

1 Minima1 Maxima

4646

1 Minima1 Maxima

4747

1 Minima1 Maxima

4848

1 Minima1 Maxima

4949

1 Minima1 Maxima

5050

1 Minima1 Maxima

5151

1 Minima1 Maxima

4141

2 Minima2 Maxima

4242

2 Minima2 Maxima

4343

2 Mínima2 Maxima

4444

2 Mínima2 Maxima

4545

2 Minima2 Maxima

4646

2 Minima2 Maxima

4747

2 Minima2 Maxima

Anexo No.4.0. Reac;ciones en terreno

I~-CONSORCIO DISEfilo ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

IESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~~YOR

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTA D.C. .""',,.,,""ESTACION AV. CIUDAD DE CALI, CIMENTACION W4JB=3.0m)

MEA GRID 1 GRID J

44

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

LOAD4848

Mi nimaMaxima

PRESSURE28.337SERV24

6.581SERV4

AREA GRID 1 GRID J

31.717SERV246,327

SERV436.335SERV246.215SERV441.705SERV246.215SERV433.044SERV249.628

SERV732.110SERV249.478SERV730.027SERV24

9.147SERV727.725SERV248.646SERV425.911SERV248.011SERV425.108SERV247.447SERV425.653SERV247.002SERV427.707SERV24

6.698SERV431.246SERV246.538SERV436.050SERV246.511

SERV441.670SERV24

6.600SERV432.878SERV24

9.631SERV731.922SERV249.472SERV7

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

LOAD43

434 Minima4 Maxima

PRESSURE29,838SERV249.133SERV727,531SERV24

8.611SERV425.718SERV247.985SERV424.921SERV247.431SERV425.479SERV246.999

SERV427.552SERV246.711SERV431.115SERV24

6.568SERV435.943SERV246.559SERV441.600SERV24

6.667SERV430.729SERV249.409SERV429.563SERV249.134SERV427.172SERV248.592SERV424.694SERV247.986SERV422.841SERV24

7.429SERV422.085SERV246.991SERV422,745SERV24

6.711SERV425.010SERV246.617SERV4

4949

2 Minima2 Maxima

5050

2 Mi nima2 Maxima

5151

2 Minima2 Maxima

4141

3 Minima3 Maxima

4242

Mi nima3 Maxima

43

43

Mi nimaMaxima

4444

Mi nimaMaxima

4545

Mi nimaMaxi ma

4646

3 Mi nimaMaxima

4747

Mi nimaMaxima

4848

3 MinimaMaxima

4949

Mi nimaMaxima

5050

Mi nima3 Maxima

5151

3 Mi nimaMaxima

4141

4 Minima4 Maxima

4242

4 Mi nima4 Maxima

18/21

4444

4 Minima4 Maxima

4545

4 Minima4 Maxima

4646

4 Minima4 Maxima

4747

4 Minima4 Maxima

4848

4 Minima4 Maxima

4949

4 Minima4 Maxima

5050

4 Minima4 Maxima

5151

4 Minima4 Maxima

4141

MinimaMaxima

4242

MinimaMaxima

43

43

MinimaMaxima

4444

MinimaMaxima

4545

MinimaMaxima

4646

MinimaMaxima

4747

MinimaMaxima

4848

MinimaMaxima

Anexo NO.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES 11GENERALESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 26 ~.'!:YaR

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C.--=--

""""""""ESTACION AV. CIUDAD DE CALI. CIMENTACION W4 (B=3.0m)

LOADAREA GRID 1 GRID]4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

Mi nima4949 Maxima

LOADPRESSURE AREA GRID 1 GRID]7 Minima28.929

SERV246.719SERV4

34.318SERV24

7.002SERV4

40.531SERV24

7.390SERV4

29.187SERV24

8.916SERV4

27.731SERV24

8.580SERV4

24.864SERV24

7.948SERV4

22 .088SERV24

7.323SERV4

20.118SERV24

6.821SERV4

19.357SERV24

6.494SERV4

20.089SERV24

6.376SERV4

22.557SERV24

6.499SERV4

26.914SERV24

6.886SERV4

33.025SERV24

7.513SERV4

39.842SERV24

8.196SERV4

28.744SERV24

8.604SERV4

27 .183SERV24

8.263SERV4

24.108SERV24

7.617SERV4

44

4

4

44

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4444 7 Maxima

(;,.11:.) ,y

PRESSURE21.182SERV24

7.013SERV4

19.146SERV24

6.578SERV4

18.373SERV24

6.357SERV4

19.142SERV24

6.379SERV4

21.713SERV24

6.678SERV4

26.290SERV24

7.284SERV4

32.726SERV24

8.163SERV4

39.783SERV24

9.068SERV4

29.578SERV24

8.518SERV4

28.108SERV24

8.230SERV4

25.210SERV24

7.680SERV4

22.405SERV24

7.179SERV4

20.416SERV24

6.845SERV4

19.654SERV24

6.726SERV4

20.406SERV24

6.857SERV4

22.918SERV24

7.269SERV4

27.343SERV24

7.981SERV4

5050

Mi ni ma

Maxima

5151

Mi nima

Maxima

4141

6 Minima

6 Maxi ma

4242

6 Mi nima

6 Maxima

4343

6 Mi nima

6 Maxima

4444

6 Mi nima

6 Maxi ma

4545

6 Mi nima

6 Maxima

4646

6 Mi nima

6 Maxima

4747

6 Mi nima

6 Maxima

4848

6 Minima

6 Maxima

4949

6 Mi nima

6 Maxima

5050

6 Mi nima

6 Maxima

5151

6 Mi nima

6 Maxi ma

4141

7 Minima

7 Maxima

4242

7 Mi nima

7 Maxi ma

4343

7 Mi ni ma

7 Maxima

19/21

4545

7 Minima

7 Maxima

4646

7 Minima

7 Maxima

4747

7 Minima

7 Maxima

4848

7 Minima

7 Maxima

4949

7 Minima

7 Maxima

5050

7 Minima

7 Maxima

5151

7 Minima

7 Maxima

4141

8 Minima

8 Maxima

4242

8 Minima

8 Maxima

4343

8 Minima

8 Maxima

4444

8 Minima

8 Maxima

4545

8 Minima

8 Maxima

4646

8 Minima

8 Maxima

4747

8 Minima

8 Maxima

4848

8 Minima

8 Maxima

4949

8 Minima

8 Maxima

Anexo No.4.0. Reacciones en terreno

·1 CONSORCIODISEAo ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 AI.CAUJA MAI'OR

VERSiÓN 0,0-=:..o.c.

(Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. EDU:ACKlN

ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (B=3.0m)

AREA GRID 1 GRID ]4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

LOAD5050

8 M;n;ma8 Max;ma

PRESSURE AREA GRID 1 GRID ] LOAD33.540SERV248.964SERV440.444SERV24

9.988SERV431.534SERV22

8.613SERV230.355SERV228.424

SERV227.918SERV228.052

SERV225.388SERV227.707SERV223.495SERV227.498SERV222.721SERV227.494SERV223.408SERV247.726

SERV425.759SERV248.202

SERV429.806SERV24

8.938SERV435.353SERV249.894SERV441.728SERV2410.928SERV434.133SERV22

8.797SERV2

33.161SERV228.718SERV231.016SERV22

8.508SERV228.643SERV228.295

SERV2

44

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4545

10 M;n;ma10 Max;ma

PRESSURE26.785SERV228.186SERV225.979SERV228.261SERV226.572SERV228.571SERV2

28.725SERV229.136SERV232.455SERV24

9.896SERV437.493SERV2410.826SERV443.372SERV2411.846

SERV434.340SERV228.812SERV233.390SERV22

8.741SERV231.246SERV228.539

SERV228.879SERV228.334SERV227.020SERV228.232SERV226.209SERV228.313SERV226.792SERV22

8.628SERV228.930SERV229.197SERV232.630SERV24

9.969SERV437.649SERV2410.902SERV4

5151

8 M;n;ma8 Max;ma

4141

9 M;n;ma9 Max;ma

4242

9 M;n;ma9 Max;ma

4343

9 M;n;ma9 Max;ma

4444

9 M; n; ma9 Max;ma

4545

9 M; n; ma9 Max;ma

4646

9 M;n;ma9 Max;ma

4747

9 M;n;ma9 Max;ma

4848

9 M;n;ma9 Max;ma

49 9 M; n; ma49 9 Max;ma

5050

9 M;n;ma9 Max;ma

5151

9 M;n;ma9 Max;ma

4141

10 M;n;ma10 Max;ma

4242

10 M;n;ma10 Max;ma

4343

10 M;n;ma10 Max;ma

4444

10 M;n;ma10 Max;ma

20/21

4646

10 M;n;ma10 Max;ma

4747

10 M;n;ma10 Max;ma

4848

10 M;n;ma10 Max;ma

4949

10 M;n;ma10 Max;ma

5050

10 M;n;ma10 Max;ma

5151

10 M;n;ma10 Max;ma

4141

11 M;n;ma11 Max;ma

4242

11 M;n;ma11 Max;ma

4343

11 M;n;ma11 Max;ma

4444

11 M;n;ma11 Max;ma

4545

11 M;n;ma11 Max;ma

4646

11 M;n;ma11 Max;ma

4747

11 M;n;ma11 Max;ma

4848

11 M;n;ma11 Max;ma

4949

11 M;n;ma11 Max;ma

5050

11 M;n;ma11 Max;ma

Anexo No.4.0, Reacciones en terreno

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES•.....'

GENERALESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26

~.~Yc:.

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C..a.;;;.,.

ESTACION AV. CIUDAD DE CALI. CIMENTACION W4 (B=3.0m)

AREA GRIO 1 GRID J LOAD PRESSURE AREA GRID 1 GRID J LOAD PRESSURE

4 51 11 Mi nima 43.494 4 46 13 Minima 28.117SERV24 SERV22

4 51 11 Maxima 11.925 4 46 13 Maxima 8.743SERV4 SERV2

4 41 12 Mi nima 35.257 4 47 13 Minima 28.539SERV22 SERV22

4 41 12 Maxima 8.858 4 47 13 Maxima 9.101SERV2 SERV2

4 42 12 Mi nima 34.433 4 48 13 Minima 30.456SERV22 SERV22

4 42 12 Maxima 8.823 4 48 13 Max;ma 9.698SERV2 SERV2

4 43 12 Mi nima 32.363 4 49 13 Mi nima 33.846SERV22 SERV22

4 43 12 Maxima 8.667 4 49 13 Maxima 10.521SERV2 SERV2

4 44 12 Mi ni ma 30.016 4 50 13 Mi ni ma 38.476SERV22 SERV22

4 44 12 Max;ma 8.506 4 50 13 Maxima 11.517SERV2 SERV2

4 45 12 Mi nima 28.150 4 51 13 M;nima 43.882SERV22 SERV24

4 45 12 Maxima 8.445 4 51 13 Maxima 12.554SERV2 SERV4

4 46 12 Mi nima 27.300SERV224 46 12 Maxima 8.558SERV24 47 12 Mi nima 27.811

SERV224 47 12 Maxima 8.897SERV24 48 12 Mi nima 29.841

SERV224 48 12 Max;ma 9.481

SERV24 49 12 Mi nima 33.367

SERV224 49 12 Maxima 10.300SERV24 50 12 Mi nima 38.195SERV244 50 12 Maxima 11.256SERV44 51 12 Mi nima 43.805

SERV244 51 12 Max;ma 12.280SERV44 41 13 Mi n; ma 36.105SERV224 41 13 Maxima 8.895SERV24 42 13 Mi n; ma 35.322SERV224 42 13 Maxima 8.880SERV24 43 13 Mi nima 33.291SERV224 43 13 Maxima 8.757SERV24 44 13 Mi nima 30.934SERV224 44 13 Maxima 8.632SERV24 45 13 Mi n;ma 29.029

SERV224 45 13 Maxima 8.602SERV2

21/21 Anexo NO.4.0.Reacciones en terreno

SAFE.

~I

"""1

SAFE v8.0.6 - File: CMT-W4 (modificado) Vr.O.O - Mayo 24,2008 16:20 - Scale: Fil lo pageSoil Pressure Diagram - (SERV1) - KN-m Unils

CONSORCIO .;'1(/1

GENERAL

ANEXOA5DISEÑO ELEMENTOS

~ .CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

ESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 26 ---~VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. ~

ESTACION AV. CIUDAD DE CALI. CIMENTACION W4 (8=30m)

SAFE v8.0.6 File: CNT-w4 (MODIFICADO) VR.O.O KN-m unit:s PAGE 4Nayo 24,2008 16:07X-STRIP o E S I G N MOMENTSX-STRIP STRIP STATION TOP-MOMEMT TOP-MOMEMT BOT-MOMEMT BOT-MOMEMT

ID WlOTH X-OROlNATE lEFT OF X RIGHT OF X lEFT OF X RIGHT OF X

8 3.100 19.200 -0.914 32.9530151 0151

8 3.100 19.680 -2.713 -1.800 8.944 15.1570151 0151 0151 0151

8 3.100 20.160 -9.467 -5.373 4.646 7.7160151 0151 0151 0151

8 3.100 20.640 -13.014 -7.936 2.770 3.3670151 0151 0151 0151

8 3.100 21.120 -13.963 -10.390 0.867 1.0960151 0151 0151 0151

8 3.100 21.600 -15.295 -12.892 0.558 0.2970151 0151 0151 0158

8 3.100 22.080 -15.620 -15.412 0.402 0.3380151 0151 0158 0158

8 3.100 22.560 -15.372 -17.510 0.493 0.4580155 0151 0158 0158

8 3.100 23.040 -13.696 -17.159 0.850 0.3930155 0151 01515 0158

8 3.100 23.520 -8.229 -11.673 2.251 0.6980155 0155 01514 0158

8 3.100 24.000 -1.111 11.4400155 01514

7 3.100 12.000 -0.748 37.93601514 0151

7 3.100 12.480 -1.548 -1.680 11.575 18.3470151 0151 0151 0151

7 3.100 12.960 -7.014 -3.261 5.421 7.98401514 01514 0151 0151

7 3.100 13.440 -9.387 -5.613 2.739 3.63301514 01514 01514 01514

7 3.100 13.920 -9.828 -6.882 1.225 0.93101514 01514 01514 01514

7 3.100 14.400 -9.966 -8.773 0.391 0.4060151 0151 01514 0151

7 3.100 14.880 -10.259 -9.660 0.309 0.0360151 0151 0151 0158

7 3.100 15.360 -10.047 -10.161 0.014 0.0120151 0151 0158 0158

7 3.100 15.840 -9.792 -10.251 0.012 0.0420151 0151 0156 0155

7 3.100 16.320 -9.220 -10.123 0.055 0.2250151 0151 0155 0151

7 3.100 16.800 -8.227 -9.728 0.315 0.3950151 0151 0151 0151

7 3.100 17.280 -6.602 -9.224 0.867 0.9630151 01514 01514 01514

7 3.100 17.760 -5.316 -8.697 2.988 2.25101514 01514 01514 0151

7 3.100 18.240 -3.228 -6.266 6.575 4.21601514 01514 0151 0151

7 3.100 18.720 -1.340 -1.346 14.800 9.3560151 0151 0151 0151

7 3.100 19.200 -0.697 31.65501514 0151

6 3.100 4.800 -0.727 31.84801514 0151

6 3.100 5.280 -1.390 -1.347 9.421 14.8960153 0151 0151 0151

6 3.100 5.760 -6.184 -3.232 4.242 6.61401514 01514 0151 0151

6 3.100 6.240 -8.675 -5.276 2.265 2.96701514 01514 0151 0151

6 3.100 6.720 -9.220 -6.630 0.936 0.8800151 0151 01514 01514

6 3.100 7.200 -9.763 -8.263 0.397 0.3160151 0151 0151 0151

6 3.100 7.680 -10.155 -9.259 0.226 0.1020151 0151 0151 0156

6 3.100 8.160 -10.279 -9.829 0.066 0.0820151 0151 0156 0158

6 3.100 8.640 -10.185 -10.081 0.078 0.0700151 0151 0158 0158

6 3.100 9.120 -9.679 -10.288 0.060 0.3100151 0151 0158 0151

6 3.100 9.600 -8.789 -9.990 0.407 0.3910151 0151 0151 0151

6 3.100 10.080 -6.871 -9.822 0.925 1.22801514 01514 01514 01514

1/8 Anexo No.S.O.Diseño

CONSORCIODISEt40 ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJO SIN REAJUSTES, DE LA TRONCAL CALLE 26 ~~A~YOR

VERSiÓN 0.0 (Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. --=--EDU:ACION

ESTACION AV. CIUDAD DE CALI, CIMENTACION W4 (8=3.0m)

X-STRIP O E S 1 G N MOMENTSX-STRIP STRIP STATION TOP-MOMEMT TOP-MOMEMT BOT-MOMEMT BOT-MOMEMTID WIOTH X-OROINATE LEFT OF X RIGHT OF X LEFT OF X RIGHT OF X

6 3.100 10.560 -5.611 -9.376 3.634 2.73501514 01514 01514 015146 3.100 11.040 -3.254 -7.009 7.985 5.42101514 01514 0151 01516 3.100 11.520 -1.681 -1.550 18.347 11.5740151 0151 0151 01516 3.100 12.000 -0.747 37.93901514 0151

5 3.100 0.000 -1.302 12.7950156 015145 3.100 0.480 -12.190 -8.823 1.205 2.235

01514 01514 0158 015143.100 0.960 -18.452 -14.643 0.615 1.15401514 01514 0158 01563.100 1.440 -18.678 -16.332 0.871 0.90001514 01514 0158 01563.100 1.920 -16.264 -16.544 0.652 0.88901514 01514 0158 01583.100 2.400 -13.472 -16.141 0.596 0.75201514 01514 0158 01583.100 2.880 -10.977 -14.648 1.221 0.87401514 01514 01514 01513.100 3.360 -8.447 -13.771 3.425 2.82301514 01514 01514 015143.100 3.840 -5.910 -9.996 7.777 4.67901514 01514 0151 01513.100 4.320 -1.963 -2.764 15.263 8.99701514 0155 0151 0151

5 3.100 4.800 -0.986 33.17801514 0151

SAFE v8.0.6 File: CMT-w4 (MODIFICADO) VR.O.O KN-m units PAGE 1Mayo 24,2008 16:07x - S T R 1 P R E 1 NFORCING (for whole strip in Sq-cm)X-STRIP STRIP STATION TOP-REBAR TOP-REBAR BOT-REBAR BOT-REBAR

10 WIOTH X-OROINATE LEFT OF X RIGHT OF X LEFT OF X RIGHT OF X8 3.100 19.200 8.244 12.4028 3.100 19.680 8.244 8.244 8.244 8.2448 3.100 20.160 8.244 8.244 8.244 8.2448 3.100 20.640 8.244 8.244 8.244 8.2448 3.100 21.120 8.244 8.244 8.244 8.2448 3.100 21.600 8.244 8.244 8.244 8.2448 3.100 22.080 8.244 8.244 8.244 8.2448 3.100 22.560 8.244 8.244 8.244 8.2448 3.100 23.040 8.244 8.244 8.244 8.2448 3.100 23.520 8.244 8.244 8.244 8.2448 3.100 24.000 8.244 8.2447 3.100 12.000 8.244 14.4367 3.100 12.480 8.244 8.244 8.244 8.2447 3.100 12.960 8.244 8.244 8.244 8.2447 3.100 13.440 8.244 8.244 8.244 8.2447 3.100 13.920 8.244 8.244 8.244 8.2447 3.100 14.400 8.244 8.244 8.244 8.2447 3.100 14.880 8.244 8.244 8.244 0.0007 3.100 15.360 8.244 8.244 0.000 0.0007 3.100 15.840 8.244 8.244 0.000 0.0007 3.100 16.320 8.244 8.244 0.000 0.0007 3.100 16.800 8.244 8.244 8.244 8.2447 3.100 17.280 8.244 8.244 8.244 8.2447 3.100 17.760 8.244 8.244 8.244 8.2447 3.100 18.240 8.244 8.244 8.244 8.2447 3.100 18.720 8.244 8.244 8.244 8.2447 3.100 19.200 8.244 11.8806 3.100 4.800 8.244 11.9576 3.100 5.280 8.244 8.244 8.244 8.2446 3.100 5.760 8.244 8.244 8.244 8.2446 3.100 6.240 8.244 8.244 8.244 8.2446 3.100 6.720 8.244 8.244 8.244 8.2446 3.100 7.200 8.244 8.244 8.244 8.2446 3.100 7.680 8.244 8.244 0.000 0.0006 3.100 8.160 8.244 8.244 0.000 0.0006 3.100 8.640 8.244 8.244 0.000 0.0006 3.100 9.120 8.244 8.244 0.000 8.2446 3.100 9.600 8.244 8.244 8.244 8.2446 3.100 10.080 8.244 8.244 8.244 8.2446 3.100 10.560 8.244 8.244 8.244 8.2446 3.100 11.040 8.244 8.244 8.244 8.244

218 AnexoNo.S.O,Diseño

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES Ir'GENERALESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CAllE 26 "'-""'- .."'"~

VERSiÓN 0.0 (Av 3 -AEROPUERTO El DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. ~ESTACION AV. CIUDAD DE CALI. CIMENTACION W4 (B=3.0m)

X-STRIP R E 1 N F O R e 1 N G (for whole strip in sq-cm)X-STRIP STRIP STATION TOP-REBAR TOP-REBAR BOT-REBAR BOT-REBAR

10 W1DTH X-ORDINATE LEFT OF X RIGHT OF X LEFT OF X RIGHT OF X6 3.100 11.520 8.244 8.244 8.244 8.2446 3.100 12.000 8.244 14.4375 3.100 0.000 8.244 8.2445 3.100 0.480 8.244 8.244 8.244 8.2445 3.100 0.960 8.244 8.244 8.244 8.2445 3.100 1.440 8.244 8.244 8.244 8.2445 3.100 1.920 8.244 8.244 8.244 8.2445 3.100 2.400 8.244 8.244 8.244 8.2445 3.100 2.880 8.244 8.244 8.244 8.2445 3.100 3.360 8.244 8.244 8.244 8.2445 3.100 3.840 8.244 8.244 8.244 8.2445 3.100 4.320 8.244 8.244 8.244 8.2445 3.100 4.800 8.244 12.493

SAFE v8.0.6 File: (MT-w4 (MODIFICADO) VR.O.O KN-m units PAGE 5Mayo 24,2008 16:07y - S TRI P D E S 1 G N M O M E N T SY-STRIP STRIP STATION TOP-MOMEMT TOP-MOMEMT BOT-MOMEMT BOT-MOMEMT

10 W1DTH Y-ORDINATE LEFT OF Y RIGHT OF Y LEFT OF Y RIGHT OF Y9 4.800 -1.550 21.180

DIS149 4.800 -1.500 -0.852 24.810 23.327

DIS14 DIS14 DIS149 4.800 -1.000 -10.476 -8.073 3.488 1.349

DIS14 DIS14 DIS14 DIS59 4.800 -0.500 -22.283 -20.759 0.614 0.464

DIS14 DIS14 DIS6 DIS69 4.800 0.000 -25.729 -25.595 0.892 0.639

DIS14 DIS14 DIS6 DIS69 4.800 0.500 -21.107 -22.401 1.421 0.834

DIS14 DIS14 DIS6 DIS69 4.800 1.000 -9.705 -12.365 2.389 5.077

DIS3 DIS3 DIS6 DIS39 4.800 1.500 -1.588 -2.343 23.980 28.893

DIS3 DIS6 DIS14 DIS39 4.800 1.550 -2.062 24.756

DIS6 DIS310 7.200 -1.550 27.604

DIS1410 7.200 -1.500 -0.363 32.269 28.217

DIS6 DIS14 DIS1410 7.200 -1.000 -14.247 -11.989 3.430 1.394

DIS1 DIS14 DIS2 DIS310 7.200 -0.500 -31.628 -29.827 0.342 0.301

DIS14 DIS14 DIS6 DIS610 7.200 0.000 -36.484 -36.375 0.401 0.401

DIS14 DIS14 DIS6 DIS610 7.200 0.500 -30.167 -31.780 0.828 0.514

DIS14 DIS14 DIS6 DIS610 7.200 1.000 -12.606 -15.546 1.744 4.839

DIS3 DlS3 DlS6 015310 7.200 1.500 -0.636 -0.297 28.395 33.528

DIS6 DIS6 DIS14 DIS1410 7.200 1.550 -0.274 28.688

DIS6 DIS1411 7.200 -1.550 28.188DIS1411 7.200 -1.500 -0.107 32.928 28.679

DIS6 DIS14 DIS1411 7.200 -1.000 -14.594 -12.066 3.065 1.394

DIS1 DIS1 DIS1 DIS1411 7.200 -0.500 -31.620 -29.875 0.066

DIS14 DIS14 DIS1511 7.200 0.000 -36.448 -36.401 0.034 0.097

DIS14 DIS14 DIS6 DIS611 7.200 0.500 -30.100 -31.751 0.233 0.125

DIS14 DIS14 DIS6 DIS611 7.200 1.000 -12.275 -14.667 1.430 3.826

DIS14 DIS14 DIS3 DIS311 7.200 1.500 -0.161 28.103 32.908

DIS6 DIS14 DIS1411 7.200 1.550 28.147DIS1412 4.800 -1.550 -0.644 20.956

DIS8 DIS1

3/8 Anexo No.5.0. Diseño

-.",

.', ,CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONESGENERALESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJOSIN REAJUSTES. DE LA TRONCAL CALLE 26 ~ .•.~YOR

VERSiÓN 0.0 (Av3 -AEROPUERTO EL DORADO -AV JaSE CELESTINO MUTIS) EN BOGOTÁ D.C. ---;;;;;;:--EDlC""""

ESTACION AV.CIUDAD DE CALI.CIMENTACION W4 B=3.0m

Y-STRIP o E S 1 G N M o M E N T SY-STRIP STRIP 5TATION TOP-MOMEMT TOP-MOMEMT BOT-MOMEMT BOT-MOMEMT10 WIOTH Y-OROlNATE LEFT OF Y RIGHT OF Y LEFT OF Y RIGHT OF Y

12 4.800 -1.500 -0.684 -0.962 24.524 22.5860158 OIs5 0151 0151412 4.800 -1.000 -10.597 -8.250 3.573 1.461oIs1 0151 OIs14 OIs1412 4.800 -0.500 -21.207 -19.952 0.126 0.2570151 0151 OIs8 015812 4.800 0.000 -24.183 -24.246 0.124 0.1750151 oIs1 0158 015812 4.800 0.500 -19.917 -21.066 0.136 0.15301514 01514 OIs8 015812 4.800 1.000 -8.013 -10.369 1.615 3.9050151 0151 OIs5 015312 4.800 1.500 -1.042 22.077 25.6830153 01514 0151412 4.800 1.550 21.953

01514

SAFE v8.0.6 File: GMT-w4 (MOOIFICADO) VR.O.O KN-m units PAGE 2Mayo 24,2008 16:07y - S TRI P R E 1 N F o R e 1 N G (for whole strip in sq-cm)Y-STRIP STRIP STATION TOP-REBAR TOP-REBAR BOT-REBAR BOT-REBARID WIOTH Y-OROINATE LEFT OF Y RIGHT OF Y LEFT OF Y RIGHT OF Y

9 4.800 -1.550 12.7659 4.800 -1.500 12.765 12.765 12.7659 4.800 -1.000 12.765 12.765 12.765 12.7659 4.800 -0.500 12.765 12.765 12.765 12.7659 4.800 0.000 12.765 12.765 12.765 12.7659 4.800 0.500 12.765 12.765 12.765 12.7659 4.800 1.000 12.765 12.765 12.765 12.7659 4.800 1.500 12.765 12.765 12.765 12.7659 4.800 1.550 12.765 12.765

10 7.200 -1.550 19.14810 7.200 -1.500 0.000 19.148 19.14810 7.200 -1.000 19.148 19.148 19.148 19.14810 7.200 -0.500 19.148 19.148 0.000 0.00010 7.200 0.000 19.148 19.148 0.000 0.00010 7.200 0.500 19.148 19.148 19.148 0.00010 7.200 1.000 19.148 19.148 19.148 19.14810 7.200 1.500 19.148 0.000 19.148 19.14810 7.200 1.550 0.000 19.14811 7.200 -1.550 19.14811 7.200 -1.500 0.000 19.148 19.14811 7.200 -1.000 19.148 19.148 19.148 19.14811 7.200 -0.500 19.148 19.148 0.00011 7.200 0.000 19.148 19.148 0.000 0.00011 7.200 0.500 19.148 19.148 0.000 0.00011 7.200 1.000 19.148 19.148 19.148 19.14811 7.200 1.500 0.000 19.148 19.14811 7.200 1.550 19.14812 4.800 -1.550 12.765 12.76512 4.800 -1.500 12.765 12.765 12.765 12.76512 4.800 -1.000 12.765 12.765 12.765 12.76512 4.800 -0.500 12.765 12.765 0.000 0.00012 4.800 0.000 12.765 12.765 0.000 0.00012 4.800 0.500 12.765 12.765 0.000 0.00012 4.800 1.000 12.765 12.765 12.765 12.76512 4.800 1.500 12.765 12.765 12.76512 4.800 1.550 12.765

4/8 Anexo No.S.O. Diseño

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES lI/ir. ~GENERAL '.1 t.;

26 .."..,.. ...--=:VERSION 0.0 ...-

SAFE v8.0.6 File: CMT-W4 (MODIFICADO) VR.O.O KN-m units PAGE 6Mayo 24,2008 16:07B E A M O E S 1 G N MOMENTS & SHEARS

LINE STATION(S) STATION(S) TOP MOMENT TOP MOMENT BOT MOMENT BOT MOMENT SHEAR SHEARID X-OROINATE Y-OROlNATE LEFT OF S RIGHT OF S LEFT OF S RIGHT OF S LEFT OF S RIGHT OF S

1 0.000 1.500 -6.581 0.754 46.061 0.480 1.500 -23.385 -26.439 0.000 0.000 46.06 28.541 0.960 1.500 -39.953 -42.325 2.947 2.803 28.54 14.521 1.440 1.500 -49.297 -50.202 4.840 4.580 14.52 2.671 1.920 1.500 -51.483 -50.865 5.667 5.343 2.67 8.141 2.400 1.500 -47.175 -45.306 5.696 5.386 8.14 17.481 2.880 1.500 -36.918 -33.803 5.184 4.902 17.48 27.501 3.360 1.500 -20.604 -16.238 4.267 4.021 27.50 38.481 3.840 1.500 -1.761 0.000 6.338 10.926 38.48 50.771 4.320 1.500 0.000 0.000 34.562 39.935 50.77 65.861 4.800 1.500 -1.300 70.602 65.862 4.800 1.500 -2.191 71.350 58.032 5.280 1.500 -0.930 -0.600 43.559 39.280 58.03 43.572 5.760 1.500 0.000 0.000 18.369 14.274 43.57 32.262 6.240 1.500 -1.525 -4.478 0.422 0.318 32.26 22.852 6.720 1.500 -15.248 -17.197 0.464 0.358 22.85 15.322 7.200 1.500 -24.552 -25.694 0.393 0.308 15.32 9.352 7.680 1.500 -30.180 -30.770 0.274 0.206 9.35 4.452 8.160 1.500 -32.905 -33.171 0.138 0.089 4.45 0.162 8.640 1.500 -33.183 -33.141 0.014 0.000 0.16 4.582 9.120 1.500 -30.945 -30.521 0.000 0.000 4.58 10.012 9.600 1.500 -25.716 -24.620 0.000 0.000 10.01 16.882 10.080 1.500 -16.516 -14.431 0.049 0.192 16.88 25.652 10.560 1.500 -2.356 0.000 0.395 1.495 25.65 36.622 11.040 1.500 0.000 0.000 18.888 23.567 36.62 49.732 11.520 1.500 0.000 0.000 47.435 52.383 49.73 66.102 12.000 1.500 0.000 84.113 66.103 12.000 1.500 0.000 84.126 65.973 12.480 1.500 0.000 0.000 52.461 47.512 65.97 49.583 12.960 1.500 0.000 0.000 23.711 19.040 49.58 36.473 13.440 1.500 -0.025 -1.886 1.713 0.000 36.47 25.503 13.920 1.500 -14.127 -16.195 0.000 0.000 25.50 16.733 14.400 1.500 -24.227 -25.302 0.000 0.000 16.73 9.873 14.880 1.500 -30.040 -30.438 0.000 0.000 9.87 4.463 15.360 1.500 -32.581 -32.594 0.000 0.000 4.46 0.193 15.840 1.500 -32.555 -32.262 0.000 0.000 0.19 4.413 16.320 1.500 -30.145 -29.538 0.000 0.000 4.41 9.163 16.800 1.500 -25.139 -23.999 0.000 0.000 9.16 14.933 17.280 1.500 -16.830 -14.915 0.000 0.000 14.93 22.183 17.760 1.500 -4.392 -1.454 0.000 0.114 22.18 31.213 18.240 1.500 0.000 0.000 13.697 17.651 31.21 42.043 18.720 1.500 0.000 0.000 37.830 41.897 42.04 55.723 19.200 1.500 0.000 68.645 55.72

4 19.200 1.500 0.000 68.100 61.214 19.680 1.500 0.000 0.000 38.722 33.621 61.21 47.224 20.160 1.500 0.000 -0.446 10.953 5.972 47.22 35.744 20.640 1.500 -11.504 -15.381 0.000 0.000 35.74 25.544 21.120 1.500 -27.366 -30.025 0.000 0.000 25.54 16.464 21.600 1.500 -37.926 -39.354 0.000 0.000 16.46 8.014 22.080 1.500 -43.165 -43.377 0.000 0.000 8.01 1.634 22.560 1.500 -43.068 -41.919 0.000 0.000 1.63 10.834 23.040 1.500 -37.108 -34.714 0.000 0.000 10.83 21.434 23.520 1.500 -25.315 -22.719 0.000 0.000 21.43 34.114 24.000 1.500 -7.936 1.756 34.115 0.000 -1.500 -9.299 3.734 34.925 0.480 -1.500 -22.940 -25.888 0.000 0.000 34.92 21.505 0.960 -1.500 -36.208 -38.730 0.000 0.000 21.50 10.325 1.440 -1.500 -43.686 -44.842 0.000 0.000 10.32 1.945 1.920 -1.500 -45.158 -44.847 0.000 0.000 1.94 7.995 2.400 -1.500 -41.042 -39.479 0.000 0.000 7.99 16.265 2.880 -1.500 -31.721 -28.939 0.000 0.000 16.26 25.195 3.360 -1.500 -17.090 -13.117 0.000 0.000 25.19 35.145 3.840 -1.500 -1.039 -0.202 5.158 10.061 35.14 46.295 4.320 -1.500 0.000 0.000 32.280 37.230 46.29 59.825 4.800 -1.500 0.000 65.941 59.826 4.800 -1.500 0.000 66.523 54.116 5.280 -1.500 0.000 0.000 40.550 36.657 54.11 40.886 5.760 -1.500 0.000 0.000 17.033 13 .191 40.88 30.396 6.240 -1.500 -1.398 -4.318 0.000 0.000 30.39 21.636 6.720 -1.500 -14.699 -16.585 0.000 0.000 21.63 14.596 7.200 -1.500 -23.587 -24.721 0.000 0.000 14.59 8.976 7.680 -1.500 -29.027 -29.641 0.000 0.000 8.97 4.336 8.160 -1.500 -31.718 -32.025 0.000 0.000 4.33 0.266 8.640 -1.500 -32.064 -32.067 0.000 0.000 0.26 4.406 9.120 -1.500 -29.955 -29.576 0.000 0.000 4.40 9.75

518 Anexo NoSO. Diseño

CONSORCIODISEf40 ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONESGENERAL

VERSiÓN 0.0ESTUDIOS Y DISENOS, A PRECIO GLOBAL FIJOSIN REAJUSTES, DE LA TRONCAL CALLE 26 ALCALD-=~

(Av3 -AEROPUERTO EL DORADO -AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. E"U"\COON

ESTACION AV. CIUDAD DE CALI,CIMENTACION W4 B=3.0m

B E A M O E S I G N M O M E N T S & SHEARSLINE STATION(S) STATION(S) TOP MOMENT TOP MOMENT BOT MOMENT BOT MOMENT SHEAR SHEAR

ID X-ORDINATE Y-ORDINATE LEFT OF S RIGHT OF S LEFT OF S RIGHT OF S LEFT OF S RIGHT OFS". ;" 6 9.600 -1.500 -24.896 -23.840 0.000 0.000 9.75 16.556 10.080 -1.500 -15.895 -13 .851 0.000 0.000 16.55 25.256 10.560 -1.500 -1.832 -0.312 0.185 2.082 25.25 36.146 11.040 -1.500 0.000 0.000 19.005 23.631 36.14 49.156 11.520 -1.500 0.000 0.000 47.222 52.113 49.15 65.396 12.000 -1.500 0.000 83.498 65.39

7 12.000 -1.500 0.000 83.490 65.497 12.480 -1.500 0.000 0.000 52.057 47.172 65.49 49.257 12.960 -1.500 0.000 0.000 23.533 18.905 49.25 36.247 13.440 -1.500 0.000 -1.883 1.615 0.000 36.24 25.367 13.920 -1.500 -14.055 -16.107 0.000 0.000 25.36 16.667 14.400 -1.500 -24.101 -25.168 0.000 0.000 16.66 9.847 14.880 -1.500 -29.894 -30.289 0.000 0.000 9.84 4.487 15.360 -1.500 -32.438 -32.452 0.000 0.000 4.48 0.207 15.840 -1.500 -32.433 -32.143 0.000 0.000 0.20 4.347 16.320 -1.500 -30.058 -29.455 0.000 0.000 4.34 9.087 16.800 -1.500 -25.099 -23.964 0.000 0.000 9.08 14.837 17.280 -1.500 -16.848 -14.940 0.000 0.000 14.83 22.057 17.760 -1.500 -4.356 -1.522 0.000 0.173 22.05 31.067 18.240 -1.500 0.000 0.000 13.528 17.468 31.06 41.877 18.720 -1.500 0.000 0.000 37.566 41.621 41.87 55.547 19.200 -1.500 0.000 68.283 55.548 19.200 -1.500 0.000 67.529 61.478 19.680 -1.500 0.000 0.000 38.024 33.203 61.47 47.488 20.160 -1.500 -0.853 -3.057 12.276 7.591 47.48 35.978 20.640 -1.500 -15.184 -18.974 2.281 1.999 35.97 25.708 21.120 -1.500 -30.347 -33.118 1.101 1.050 25.70 16.488 21.600 -1.500 -40.480 -42.181 0.462 0.595 16.48 7.748 22.080 -1.500 -45.550 -46.127 0.149 0.425 7.74 1.958 22.560 -1.500 -45.190 -44.378 0.000 0.292 1.95 12.388 23.040 -1.500 -38.434 -36.281 0.000 0.000 12.38 24.818 23.520 -1.500 -24.676 -21.836 0.000 0.000 24.81 40.358 24.000 -1.500 -8.690 0.000 40.359 0.000 -1.500 -3.997 4.679 20.629 0.000 -1.000 -12.742 -13 .250 3.016 3.364 20.62 12.949 0.000 -0.500 -18.489 -19.618 1.991 2.296 12.94 4.489 0.000 0.000 -20.590 -20.995 0.989 1.407 4.48 7.579 0.000 0.500 -17.622 -16.886 0.000 0.170 7.57 17.829 0.000 1.000 -10.119 -9.973 0.000 0.000 17.82 28.029 0.000 1.500 -5.802 6.152 28.02

10 4.800 -1.500 -2.008 6.226 42.0110 4.800 -1.000 -16.382 -16.941 0.000 0.000 42.01 24.9710 4.800 -0.500 -29.423 -30.924 0.000 0.000 24.97 7.8410 4.800 0.000 -34.844 -35.056 0.000 0.000 7.84 10.4010 4.800 0.500 -30.418 -29.283 0.000 0.000 10.40 26.9310 4.800 1.000 -15.819 -15.759 0.000 0.000 26.93 44.9610 4.800 1.500 -3.045 9.123 44.9611 12.000 -1.500 0.000 6.563 49.3811 12.000 -1.000 -18.128 -18.815 0.000 0.000 49.38 29.3911 12.000 -0.500 -33.512 -35.204 0.000 0.000 29.39 9.6611 12.000 0.000 -40.033 -40.070 0.000 0.000 9.66 10.1611 12.000 0.500 -35.186 -33.559 0.000 0.000 10.16 29.5811 12.000 1.000 -18.769 -18.148 0.000 0.000 29.58 49.7111 12.000 1.500 -2.106 8.118 49.7112 19.200 -1.500 -0.194 5.560 43.0512 19.200 -1.000 -16.110 -16.428 0.000 0.000 43.05 25.6312 19.200 -0.500 -29.242 -30.539 0.000 0.000 25.63 8.5412 19.200 0.000 -34.719 -34.704 0.000 0.000 8.54 8.6612 19.200 0.500 -30.387 -29.061 0.000 0.000 8.66 25.8912 19.200 1.000 -16.400 -15.916 0.000 0.000 25.89 43.2912 19.200 1.500 -1.650 6.736 43.2913 24.000 -1.500 -5.725 4.706 25.6013 24.000 -1.000 -10.050 -10.337 0.000 0.000 25.60 16.3713 24.000 -0.500 -16.485 -17.206 0.000 0.000 16.37 6.7613 24.000 0.000 -20.275 -20.055 0.668 0.480 6.76 5.2513 24.000 0.500 -18.797 -17.839 1.283 1.185 5.25 12.6213 24.000 1.000 -12.229 -11.856 1.890 1.719 12.62 19.9013 24.000 1.500 -2.475 4.052 19.90

6/8 Anexo No.S.O, Diseño

CONSORCIO DISEÑO ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES IGENERALESTUDIOS Y DISENOS. A PRECIO GlOBAL FIJOSIN REAJUSTES. DE LA TRONCAL CALLE 26 ~vca

VERSiÓN 0.0 (Av3 -AEROPUERTO EL DORADO -AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. -ESTACION AV. CIUDAD DE CALI.CIMENTACION W4 (B=3.0m)

SAFE v8.0.6 File: CMT-w4 (MODIFICADO) VR.O.O KN-m Units PAGE 3Mayo 24,2008 16:07B E A M R E 1 N F O R e 1 N G (flexural in Sq-cm and shear in sq-cm/meter)

UNE STATION(S) STATION(S) TOP-REBAR TOP-REBAR BOT-REBAR BOT-REBAR SHEAR-REBAR SHEAR-REsM'} r ft-¡'J ~ID X-OROlNATE Y-OROlNATE LEFT OF S RIGHT OF S LEFT OF S RIGHT OF S LEFT OF S RIGHT OF S1 0.000 1.500 0.582 0.066 0.0001 0.480 1.500 2.086 2.362 0.000 0.000 0.000 0.0001 0.960 1.500 3.594 3.813 0.260 0.248 0.000 0.0001 1.440 1.500 4.457 4.541 0.428 0.405 0.000 0.0001 1.920 1.500 4.660 4.602 0.501 0.472 0.000 0.0001 2.400 1.500 4.260 4.087 0.504 0.476 0.000 0.0001 2.880 1.500 3.316 3.032 0.458 0.433 0.000 0.0001 3.360 1.500 1.836 1.443 0.377 0.355 0.000 0.0001 3.840 1.500 0.155 0.000 0.561 0.969 0.000 0.0001 4.320 1.500 0.000 0.000 3.101 3.593 0.000 3.2831 4.800 1.500 0.115 5.253 3.2832 4.800 1.500 0.193 5.253 3.2832 5.280 1.500 0.082 0.053 3.926 3.533 3.283 0.0002 5.760 1.500 0.000 0.000 1.635 1.268 0.000 0.0002 6.240 1.500 0.135 0.396 0.000 0.000 0.000 0.0002 6.720 1.500 1.355 1.529 0.000 0.000 0.000 0.0002 7.200 1.500 2.192 2.295 0.000 0.000 0.000 0.0002 7.680 1.500 2.702 2.755 0.000 0.000 0.000 0.0002 8.160 1.500 2.950 2.974 0.000 0.000 0.000 0.0002 8.640 1.500 2.975 2.971 0.000 0.000 0.000 0.0002 9.120 1.500 2.771 2.733 0.000 0.000 0.000 0.0002 9.600 1.500 2.297 2.198 0.000 0.000 0.000 0.0002 10.080 1.500 1.468 1.282 0.000 0.000 0.000 0.0002 10.560 1.500 0.208 0.000 0.000 0.132 0.000 0.0002 11.040 1.500 0.000 0.000 1.681 2.103 0.000 0.0002 11.520 1.500 0.000 0.000 4.284 4.743 0.000 3.2832 12.000 1.500 0.000 5.811 3.2833 12.000 1.500 0.000 5.812 3.2833 12.480 1.500 0.000 0.000 4.751 4.291 3.283 0.0003 12.960 1.500 0.000 0.000 2.116 1.695 0.000 0.0003 13.440 1.500 0.000 0.166 0.151 0.000 0.000 0.0003 13.920 1.500 1.254 1.440 0.000 0.000 0.000 0.0003 14.400 1.500 2.162 2.259 0.000 0.000 0.000 0.0003 14.880 1.500 2.689 2.725 0.000 0.000 0.000 0.0003 15.360 1.500 2.920 2.921 0.000 0.000 0.000 0.0003 15.840 1.500 2.918 2.891 0.000 0.000 0.000 0.0003 16.320 1.500 2.698 2.643 0.000 0.000 0.000 0.0003 16.800 1.500 2.245 2.142 0.000 0.000 0.000 0.0003 17.280 1.500 1.496 1.325 0.000 0.000 0.000 0.0003 17.760 1.500 0.388 0.128 0.000 0.000 0.000 0.0003 18.240 1.500 0.000 0.000 1.216 1.570 0.000 0.0003 18.720 1.500 0.000 0.000 3.400 3.773 0.000 3.2833 19.200 1.500 0.000 5.253 3.2834 19.200 1.500 0.000 5.253 3.2834 19.680 1.500 0.000 0.000 3.481 3.015 3.283 0.0004 20.160 1.500 0.000 0.000 0.971 0.528 0.000 0.0004 20.640 1.500 1.020 1.367 0.000 0.000 0.000 0.0004 21.120 1.500 2.446 2.688 0.000 0.000 0.000 0.0004 21.600 1.500 3.409 3.539 0.000 0.000 0.000 0.0004 22.080 1.500 3.890 3.909 0.000 0.000 0.000 0.0004 22.560 1.500 3.881 3.775 0.000 0.000 0.000 0.0004 23.040 1.500 3.334 3.115 0.000 0.000 0.000 0.0004 23.520 1.500 2.261 2.026 0.000 0.000 0.000 0.0004 24.000 1.500 0.703 0.155 0.0005 0.000 -1.500 0.824 0.330 0.0005 0.480 -1.500 2.046 2.312 0.000 0.000 0.000 0.0005 0.960 -1.500 3.251 3.482 0.000 0.000 0.000 0.0005 1.440 -1.500 3.938 4.045 0.000 0.000 0.000 0.0005 1.920 -1.500 4.074 4.045 0.000 0.000 0.000 0.0005 2.400 -1.500 3.695 3.551 0.000 0.000 0.000 0.0005 2.880 -1.500 2.842 2.589 0.000 0.000 0.000 0.0005 3.360 -1.500 1.520 1.164 0.000 0.000 0.000 0.0005 3.840 -1.500 0.092 0.000 0.456 0.892 0.000 0.0005 4.320 -1.500 0.000 0.000 2.893 3.345 0.000 3.2835 4.800 -1.500 0.000 5.253 3.2836 4.800 -1.500 0.000 5.253 3.2836 5.280 -1.500 0.000 0.000 3.649 3.292 3.283 0.0006 5.760 -1.500 0.000 0.000 1.515 1.171 0.000 0.0006 6.240 -1.500 0.123 0.382 0.000 0.000 0.000 0.0006 6.720 -1.500 1.306 1.474 0.000 0.000 0.000 0.0006 7.200 -1.500 2.104 2.207 0.000 0.000 0.000 0.0006 7.680 -1.500 2.597 2.653 0.000 0.000 0.000 0.0006 8.160 -1.500 2.842 2.870 0.000 0.000 0.000 0.0006 8.640 -1.500 2.873 2.873 0.000 0.000 0.000 0.0006 9.120 -1.500 2.681 2.647 0.000 0.000 0.000 0.000

7/8 Anexo Na.50,Diseno

CONSORCIO DISEf,¡O ESTRUCTURAL ESTRUCTURAS DE CIMENTACIONES ESTACIONES •GENERAL

VERSiÓN 0.0ESTUDIOS Y DISENOS. A PRECIO GLOBAL FIJO SIN REAJUSTES. DE LA TRONCAL CALLE 26 ~vc.t

(Av 3 -AEROPUERTO EL DORADO - AV JOSE CELESTINO MUTIS) EN BOGOTÁ D.C. """""'"'ESTACION AV. CIUDAD DE CALI. CIMENTACION W4 (B=3.0ml

B E A M R E 1 N F O R e 1 N G (flexural in sq-cm and shear in sq-cm/meter)LINE STATION(S) STATION(S) TOP-REBAR TOP-REBAR BOT-REBAR BOT-REBAR SHEAR-REBAR SHEAR-REBAR

ID X-ORDINATE Y-ORDINATE LEFT OF S RIGHT OF S LEFT OF S RIGHT OF S LEFT OF S RIGHT OF S6 9.600 -1.500 2.223 2.127 0.000 0.000 0.000 0.0006 10.080 -1.500 1.413 1.230 0.000 0.000 0.000 0.0006 10.560 -1.500 0.162 0.000 0.000 0.184 0.000 0.0006 11.040 -1.500 0.000 0.000 1.692 2.108 0.000 0.0006 11.520 -1.500 0.000 0.000 4.264 4.718 0.000 3.2836 12.000 -1.500 0.000 5.767 3.2837 12.000 -1.500 0.000 5.766 3.2837 12.480 -1.500 0.000 0.000 4.713 4.260 3.283 0.0007 12.960 -1.500 0.000 0.000 2.099 1.683 0.000 0.0007 13.440 -1.500 0.000 0.166 0.143 0.000 0.000 0.0007 13.920 -1.500 1.248 1.432 0.000 0.000 0.000 0.0007 14.400 -1.500 2.151 2.247 0.000 0.000 0.000 0.0007 14.880 -1.500 2.676 2.712 0.000 0.000 0.000 0.0007 15.360 -1.500 2.907 2.908 0.000 0.000 0.000 0.0007 15.840 -1.500 2.907 2.880 0.000 0.000 0.000 0.0007 16.320 -1.500 2.691 2.636 0.000 0.000 0.000 0.0007 16.800 -1.500 2.241 2.138 0.000 0.000 0.000 0.0007 17.280 -1.500 1.498 1.327 0.000 0.000 0.000 0.0007 17.760 -1.500 0.385 0.134 0.000 0.000 0.000 0.0007 18.240 -1.500 0.000 0.000 1.201 1.554 0.000 0.0007 18.720 -1.500 0.000 0.000 3.376 3.748 0.000 3.2837 19.200 -1.500 0.000 5.253 3.2838 19.200 -1.500 0.000 5.253 3.2838 19.680 -1.500 0.000 0.000 3.417 2.977 3.283 0.0008 20.160 -1.500 0.075 0.270 1.089 0.672 0.000 0.0008 20.640 -1.500 1.349 1.689 0.201 0.176 0.000 0.0008 21.120 -1.500 2.717 2.969 0.097 0.093 0.000 0.0008 21.600 -1.500 3.643 3.799 0.000 0.052 0.000 0.0008 22.080 -1.500 4.110 4.163 0.000 0.000 0.000 0.0008 22.560 -1.500 4.077 4.002 0.000 0.000 0.000 0.0008 23.040 -1.500 3.455 3.258 0.000 0.000 0.000 0.0008 23.520 -1.500 2.203 1.947 0.000 0.000 0.000 0.0008 24.000 -1.500 0.770 0.000 0.0009 0.000 -1.500 0.353 0.414 0.0009 0.000 -1.000 1.131 1.176 0.266 0.297 0.000 0.0009 0.000 -0.500 1.645 1.747 0.176 0.203 0.000 0.0009 0.000 0.000 1.834 1.871 0.087 0.124 0.000 0.0009 0.000 0.500 1.568 1.502 0.000 0.000 0.000 0.0009 0.000 1.000 0.897 0.884 0.000 0.000 0.000 0.0009 0.000 1.500 0.513 0.544 0.000

10 4.800 -1.500 0.177 0.551 0.00010 4.800 -1.000 1.456 1.506 0.000 0.000 0.000 0.00010 4.800 -0.500 2.633 2.769 0.000 0.000 0.000 0.00010 4.800 0.000 3.127 3.146 0.000 0.000 0.000 0.00010 4.800 0.500 2.723 2.620 0.000 0.000 0.000 0.00010 4.800 1.000 1.406 1.401 0.000 0.000 0.000 0.00010 4.800 1.500 0.269 0.808 0.00011 12.000 -1.500 0.000 0.581 0.00011 12.000 -1.000 1.613 1.675 0.000 0.000 0.000 0.00011 12.000 -0.500 3.005 3.159 0.000 0.000 0.000 0.00011 12.000 0.000 3.602 3.605 0.000 0.000 0.000 0.00011 12.000 0.500 3.158 3.009 0.000 0.000 0.000 0.00011 12.000 1.000 1.671 1.615 0.000 0.000 0.000 0.00011 12.000 1.500 0.186 0.719 0.00012 19.200 -1.500 0.000 0.492 0.00012 19.200 -1.000 1.432 1.460 0.000 0.000 0.000 0.00012 19.200 -0.500 2.616 2.734 0.000 0.000 0.000 0.00012 19.200 0.000 3.115 3.114 0.000 0.000 0.000 0.00012 19.200 0.500 2.720 2.600 0.000 0.000 0.000 0.00012 19.200 1.000 1.458 1.415 0.000 0.000 0.000 0.00012 19.200 1.500 0.146 0.596 0.00013 24.000 -1.500 0.506 0.416 0.00013 24.000 -1.000 0.891 0.916 0.000 0.000 0.000 0.00013 24.000 -0.500 1.466 1.530 0.000 0.000 0.000 0.00013 24.000 0.000 1.806 1.786 0.059 0.000 0.000 0.00013 24.000 0.500 1.673 1.587 0.113 0.105 0.000 0.00013 24.000 1.000 1.085 1.052 0.167 0.152 0.000 0.00013 24.000 1.500 0.219 0.358 0.000

8/8 Anexo No.S.O. Diseño