"
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