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~Ut~ CONTRATO IDU-133-05 J'-L._-~-~~.!?~""•••.••;.;'g( .•••••"".
~ Estudios y Diseños de la Troncal Calle 26 (Av. 3" - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEATONAL FONADE
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MEMORIAS DE CALCULO ESTRUCTURAL
C' PLATAFORMA PEATONAL FONADE - (CARRERA 13A)
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~~ .-.:;;~'""~..,. Estudios y Diseños de la Troncal Calle 26 (Av. 38 - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
PLATAFORMA PEATONAL FONADE
Generalidades:
La plataforma peatonal consiste en una estructura en concreto reforzado y
preesforzado que da acceso de la plazoleta de Fonade al edificio de la estación
central.
La estructura consiste en una rampa peatonal de acceso de 3.40m de ancho con
columnas de forma circular y vigas de forma trapezoidal y un tablero de concreto
reforzado, su cimentación es profunda con pilotes de diámetro 50 cm y
profundidad de 10 metros unidos en su parte superior mediante dados y vigas de
amarre.
A continuación de esta estructura viene el tramo principal consistente en vigas
postensadas prefabricadas y columnas de forma ovalada y monolítica con la
superestructura, el ancho del tablero en esta zona es de 5.32m y la cimentación
esta compuesta por pilotes de 60 cm de diámetro y 10m de longitud coronados
por un dado de cimentación.
Estudios y diseños básicos estructurales:
Para el diseño de las vigas preesforzadas y para todos los otros elementos
estructurales el método de Resistencia Ultima.
Carga de diseño:
Carga viva peatonal de 450 Kg/m2
(\-/ Normas de diseño:
(ñt~ •. CONTRATO IDU-133-05 liJAlatOlAMAYOR
=~~~
~"'r- Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
Código Colombiano de Diseño Sísmico de Puentes.
Normas ASSHTO Pedestrian bridges.
Ma~eriales:
Concreto rc=21 O kg/cm2
- para rampas de acceso, pilotes, tableros, bordillos.
Concreto rc=350 kg/cm2
para vigas preesforzadas de L=22.0 m
Concreto rc=280 kg/cm2
para vigas preesforzadas de L=17.57 m
Refuerzo: fy = 4200 kg/cm2- para todos los diámetros.
Refuerzo tensionado: fpu = 18900 kg/cm2
(¡t¡t~~~ CONTRATO IDU-133-05 M,~L~~8""
"'tf!t,~~ Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEATONAL FONADE
~ CONTRATO IDU-133-05 IiAlCA!.OIAMAYOR
~..~;.:~~~~,~Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
oot!'ttir:..Wt CONTRATO IDU-133-05 Mru~~.~~~~:;.-:;;
~'"'r- Estudios y Diseños de la Troncal Calle 26 (Av. 3" - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
)
RAMPA DE ACCESO
t¡t¡t~~ CONTRATO IDU-133-05 lBAJa.tDIAMAYOR
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nm~~~ Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
DISEÑO RAMPA PEATONAL
~t~1!.r~w.!; CONTRATO IDU-133-0S ~&lCMJ)IA M.•,O~~9 ..s,__~~'<l'I' .••••...,
~~\~'fm'~""'r-Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
DISEÑO RAMPA PEATONAL
AVALUO DE CARGAS
Peso propio viga: 0939 x 2.4 = 2.25 Ton/m
Cargas superpuestas:
• Andenes:
W = 2 x 0.051 x 2.4 = 0.245 Ton/m
~l,-----i:" ~Got.r. l~5=.01-=--5 _
.10
• Barandas: 2 x 0.075 = 0.15 Ton/m
• Adoquín sobre tablero: 0.08 x 3.0 x 2.0 = 0.48 Ton/m
TOTAL SUPERPUESTAS = 0.875 Ton/m
Carga viva peatonal:
450 Kg/m2
Para todo el ancho de la rampa: 0.45*3.0=1.35 tlm
El peso propio de la seccion se activa directamente en el programa de analisisSAP2000.
Versión O
CONTRATO IDU-133-05
PLA TAFORMA PEATONAL FONADE
(Ht~ ~~--~~~~--~~~--~------------+-------~~'"i' Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.e.
DATOS DE ENTRADA PARA EL MODELO EN SAPRAMPA pilotes
ESQUEMA GENERAL DEL MODELO
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CONTRATO IDU-133-05 11flt¡t~\.tAti, AlCAlDtl/UJ'OIt
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~"'I' Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEATONAL FONADE
C S 1 SAP2000STRUCTURES
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CONTRATO IDU-133-05 liJ~~
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~~~;;"
~,~~~ Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEATONAL FONADE
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OOt~ CONTRATO IDU-133-05 liJ.lJ.CAll>liMiYOR
;;~"'~~~;;;;
""t-Estudios y Diseños de la Troncal Calle 26 (Avo 3' - Aeropuerto El Dorado~ - Avo José Celestino Mutis), en Bogotá Doe.
Versión O PLATAFORMA PEATONAL FONADE
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Rl R2 R3 O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 o o140E+04 o oOOOE+OO
o oOOOE+OO O. OOOE+OO O. OOOE+OOUl 0.200E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.200E+04 O.OOOE+OO
.OOOE+OO O. OOOE+OO O. OOOE+OO JOINT186
JOINT171
Rl R2Ul
UlR3
U2 U3
Rl R2UlR3
U2 U3 O.750E+03 O.OOOE+OO OoOOOE+OO
O.OOOE+OOO.OOOE+OO O.OOOE+OO
U2O.OOOE+OO O.OOOE+OO
O.OOOE+OO
O.OOOE+OOUl 0.1 70E+04 O. OOOE+OO
O.OOOE+OO O.OOOE+OOO.750E+03 O.OOOE+OO
O.OOOE+OO
(¡t'~~t¡ftY.'~~~."t-
CONTRATO IDU-133-05Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEATONAL FONADE
JOINT187 Ul U2 U3
JOINT203
Rl R2 R3Ul 0.400E+03 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 O.400E+03 O.OOOE+OO
Rl R2 R3
O.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT189
Ul U2
Ul O. 270E+04 O. OOOE+OO O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 O. 270E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 U3JOINT
204Rl R2
Ul
UlR3
0.230E+04 O. OOOE+OO O. OOOE+OO
U2 U3
Rl R2UlR3
0.430E+04 O. OOOE+OO O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
UlO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 0.430E+040.000E+00O.OOOE+OO O. OOOE+OO O. OOOE+OO
U3O.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 O.230E+04 O.OOOE+OOO.OOOE+OO O.OOOE+OO O.OOOE+OO
o .175E+04JOINT
205 Ul U2 U3
JOINT190 Ul U2 U3
Rl R2 R3Ul O. 270E+04 O. OOOE+OO O. OOOE+OO
Rl R2 R3Ul 0.200E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OOU2 0.200E+04 O.OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OOU2 O.270E+04 O. OOOE+OO
Rl
O.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT191
JOINT206 Ul
R2 R3U2 U3
UlR2 R3
Ul O. 230E+04 O. OOOE+OO O. OOOE+OO
U2 U3 Ul o .170E+04 O. OOOE+OO O. OOOE+OOO.OOOE+OO O.OOOE+OO O.OOOE+OO
U2 o .170E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
Rl
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.230E+04 O. OOOE+OO
Rl
O.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT192 Ul
Rl R2 R3
JOINT207 Ul
R2 R3U2 U3
U2 U3 Ul 0.140E+04 O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 o .140E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
Ul 0.200E+04 O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 0.200E+04 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT193 Ul
R3Rl R2Ul o .170E+04 O.OOOE+OO
o .170E+04 O. OOOE+OO
Rl R2Ul 0.400E+03 O.OOOE+OOO.OOOE+OO O. OOOE+OO
O.400E+03 O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2
O.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT194 Ul
R3o .140E+04 O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
Rl R2Ul
JOINT208
Rl R2Ul 0.750E+03 O.OOOE+OOO.OOOE+OO O. OOOE+OO
U2 0.750E+03 O.OOOE+OO
U2 U3O.OOOE+OO
O.OOOE+OO.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT209
U2 U3O. OOOE+ 00
U2
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.140E+04 O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO JOINT211
JOINT195 Ul
R3Rl R2
O.OOOE+OOUl O. 750E+03 O. OOOE+OO
O.OODE+OO O. OOOE+OOU2 O.750E+03O.OOOE+OO O.OOOE+OOO.OOOE+OO
JOINT196
Rl R2
UlR3
U2 U3
O.OOOE+OO
UlR3
U2 U3
O.OOOE+OO
UlR3
U2 U3
O.OOOE+OO
O.OOOE+OO
Ul O. 430E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 O.430E+04O.OOOE+OO O. OOOE+OO O. OOOE+OO
U3O.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO
U2 U3
O.OOOE+OO
U2 U3JOINT
212
0.175E+04
Rl R2Ul
UlR3
0.270E+04 O.OOOE+OO O.OOOE+OO
U2 U3
Rl R2Ul
UlR3
0.400E+03 O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2U2 O.40DE+030.000E+OOO.OOOE+OO O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OODE+OO O. OOOE+OO
JOINT202 Ul
R3Rl R2Ul 0.430E+04 O.OOOE+OO
O.OOOE+OO O. OOOE+OOU2 O.430E+04
O.OOOE+OO O. OOOE+OO O. OOOE+OOU3
O.OOOE+OO O.OOOE+OO O.OOOE+OO
O.OOOE+OD
U2 U3JOINT
213
0.270E+04 O. OOOE+OO
UlR3
U2 U3Rl R2
Ul O.230E+04 O.OOOE+OOO.OOOE+OO O.OOOE+OO
U2 O. 230E+04 O.OOOE+OOO.OOOE+OO
O.OOOE+OOO.OOOE+OO
0_ OOOE+OO O. DODE+OO O. OOOE+OO0.175E+04
O.OOOE+OO
c:N.W:~ CONTRATO IDU-133-05 iJJ1ClLDllMAYOR.... -'I¡?,'.ff,lJ?,~....... .ta;.. i ""'•••..:&.*'~_1OO
~~~fl.,~ Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEATONAL FONADE
R2UI
UIR3
O.200E+04
U2 U3 UI o .140E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO
U2 O.140E+04O.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO214RI O.OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 O. 200E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO JOINT
230 UI U2 U3Rl R2 R3
UI 0.750E+03 O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 O.750E+03 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT215 UI U2 U3
RI R2 R3UI O.170E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.170E+04 O.OOOE+OO
JOINT216 UI U2 U3
JOINT231 UI U2 U3
RI R2 R3UI O. 400E+03 O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
RI R2 R3UI 0.140E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 O.140E+04 O.OOOE+OO
U2 O.400E+03 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO JOINT233 UI U2 U3
JOINT217
Rl R2 R3UI 0.430E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.430E+04 O.OOOE+OO
UI U2 U3RI R2 R3
UI 0.750E+03 O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 0.750E+03 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U3O.OOOE+OO O. OOOE+OO O. OOOE+OO
0.175E+04O.OOOE+OO O. OOOE+OO O. OOOE+OO
R2UIR3
0.400E+03 O. OOOE+OO O. OOOE+OO
U2 U3JOINT
234JOINT
218RI RI R2
UI
UIR3
0.270E+04 O. OOOE+OO O. OOOE+OO
U2 U3
UIO.OOOE+OO O. OOOE+OO O. OOOE+OO O.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 0.400E+03 O.OOOE+OO U2 0.270E+04 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO O.OOOE+OO O. OOOE+OO O. OOOE+OO
R2UIR3
0.430E+04 O.OOOE+OO O.OOOE+OO
U2 U3JOINT
235JOINT
224RI RI R2
UI
UIR3
0.230E+04 O.OOOE+OO O.OOOE+OO
U2 U3
UIO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 O. 430E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U3 0.175E+04O.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.230E+04 O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT236 UI
R2 R3U2 U3
JOINT225
RI
R2UI
UIR3
U2 U3 UI O. 200E+04 O. OOOE+OO O. OOOE+OORI O.OOOE+OO O. OOOE+OO O. OOOE+OO
0.270E+04 O.OOOE+OO O.OOOE+OO U2 0.200E+04 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 0.270E+04 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT226 UI U2 U3
JOINT237 UI U2 U3
RI R2 R3UI 0.170E+04 O.OOOE+OO O.OOOE+OO
RI R2 R3 O.OOOE+OO O. OOOE+OO O. OOOE+OOUI 0.230E+04 .OOOE+OO O. OOOE+OO U2 0.170E+04 O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.230E+04 O.OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
JOINT238 UI U2 U3
JOINT227
RI R2 R3UI O.140E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 O.140E+04 O.OOOE+OO
RIUI
R2 R3UI O. 200E+04
U2 U3
.OOOE+OO O. OOOE+OOO.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO
U2 O.200E+04 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO JOINT
239 UIR2 R3
U2 U3JOINT
228RI
UI U2 U3 UI O.750E+03 O.OOOE+OO O.OOOE+OORI R2 R3
VI O.170E+04 .OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 O.750E+03 O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 O.170E+04 O.OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OO JOINT240 UI U2 U3
JOINT229
RI R2 R3
RI R2UIR3
U2 U3 UI O.400E+03 O.OOOE+OO .OOOE+OOO.OOOE+OO O.OOOE+OO O.OOOE+OO
CONTRATO IDU-133-05 11('¡t¡t~j AlCllDI .•• .IYOfl
~~~;:;;
~"'t Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
U2 0.400E+03 O.DOOE.OO U2 0.270E.04 O. OOOE+OOü.OOOE.OO O. OOOE.OO O. OOOE.OO O.OOOE.OO O.OOOE.OO O.OOOE.OO
JOINT269 UI U2 U3
JOINT280 UI U2 U3
RI R2 R3UI O.430E.04 O.OOOE.OO O.OOOE.OO
O.OOOE.OO O. OOOE.OO O. OOOE+OOU2 0.430E+04 O.OOOE.OO
RI R2 R3
O.OOOE.OO O.OOOE.OO O.OOOE.OOU3
O.OOOE.OO O.OOOE.OO O.OODE.OO
Ul O.230E.D4 O.OOOE.OO O.OOOE+OOO.OOOE+OO O. OOOE.OO o. aOOE+OO
U2 O. 230E.04 O. OOOE.OOO.OOOE.OO O. OOOE+OO O. OOOE.OO
0.175E.04JOINT
281 UI U2 U3JOINT
270Rl R2
Ul
Ul U2 U3R3
.270E.04 O. OOOE.OO O. OOOE.OO
Rl R2 R3Ul O. 200E+04 O. OOOE+OO O. OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OOU2 0.200E+04 O.OOOE+OO
O.OOOE+OO O. OOOE> 00 O. OOOE+OOO.OOOE+OO O.OOOE+OO O.OOOE_OOU2 0.270E_04 O.OOOE_OO
O.OOOE_OO O. OOOE_OO O. OOOE_OO
JOINT271 UI U2 U3
JOINT282 UI U2 U3
Rl R2 R3UI o . 170E_04 O. OOOE_OO O. OOOE_OO
O.OOOE_OO O. OOOE_OO O. OOOE_OOU2 0.170E_04 O.OOOE_OO
O.OOOE_OO O. OOOE_OO O. OOOE_OO
Rl R2 R3Ul O.230E_04 O.OOOE_OO O.OOOE_OO
O.OOOE_OO O.OOOE_OO O.OOOE_OOU2 0.230E_04 O.OOOE_OO
O.OOOE_OO O. OOOE_OO O. OOOE_OO JOINT283
JOINT272
RI R2UI
UIR3
0.140E_04 O.OOOE_OO O.OOOE+OO
U2 U3
RI R2UIR3
U2 U3
UI .200E+04 O. OOOE_OO O. OOOE_OOO.OOOE_OO O. OOOE+OO O. OOOE_OO
O.OOOE+OO O. OOOE_OO O. OOOE_OOU2 o .140E_04 O. OOOE_OO
O.OOOE_OO O.OOOE_OO O.OOOE_OOU2
O.OOOE_OO O.OOüE_OOO.200E_04 O. OOOE_OO
.OOOE_OO JOINT284
JOINT273
RI R2Ul
UIR3
O.750E_03 O.OOOE_OO O.OOOE+OO
U2 U3
RIUI
R2 R3U2 U3
Ul O.I70E_04 O.OOOE_OO O.OOOE_OOO.OOOE_OO O.OOOE_OO O.OOOE_OO
U2 o .170E_04 O. OOOE_OOO.OOOE_OO O. OOOE_OO O. OOOE_OO
O.OOOE+OO O. OOOE_OO O. OOOE_OOU2 O.750E_03 O.OOOE_OO
O.OOOE_OO O' OOOE_OO O. OOOE+OO
JOINT285
JOINT274
Rl R2Ul
UIR3
U2 U3
R2UIR3
o .I40E_04 O. OOOE_OO O. OOOE_OO
U2 U3 O.400E_03 O.OOOE_OO O.OOOE_OORl O.OOOE+OO O.OOOE_OO O.OOOE+OO
Ul U2 0.400E+03 O.OOOE+OOO.OOOE+OO O. OOOE_OO O. OOOE_OO
U2 0.140E+04 O.OOOE+OOO.OOOE_OO O.OOOE_OO O.OOOE_OO
O.OOOE+OO O.OOOE+OO O.OOOE+OO
JOINT315
JOINT275
Rl R2Ul
UlR3
O.430E_04 O.OOOE+OO O.OOOE+OO
U2 U3
R2UI
UIR3
O.750E+03 O.OOOE+OO O.OOOE_OO
U2 U3Rl O.OOOE_OO O. OOOE_OO O. OOOE+OO
U2 O.430E_04 O.OOOE+OOO.OOOE_OO O.OOOE_OO O.OOOE_OO
U2 O.750E_03 O.OOOE_OOO.OOOE_OO O. OOOE_OO O. OOOE_OO
O.OOOE_OO O. OOOE_OO O. OOOE+OOU3
O.OOOE+OO O.OOOE+OO O.aOOE+OOO.175E+04
R2UlR3
U2 U3JOINT
316JOINT
276RI Rl R2
Ul
UIR3
0.270E+04 O.OOOE+OO O.OOOE+OO
U2 U3
UI O.400E+03 O.OOOE_OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 O.400E_03 O.OOOE_OOO.OOOE_OO O. OODE+OO O. OOOE_OO
O.OOOE+OO O.OOOE+OO O.OOOE+OOU2 O. 270E+04 O. OOOE+OO
O. DOOE+OO O. OOOE+OO O. OOOE+OO
Rl R2UI
UI U2 U3R3
.430E+04 O.OOOE+OO O.OOOE+OORI
JOINT317 UI U2 U3
R2 R3UI O.230E+04 O.OOOE+OO O.OOOE_OO
JOINT278
O.OOOE+OO O.OOOE+OO O.OOOE+OOU2 O.430E_04 O.OOOE+OO
O.OOOE_OO O. OOOE+OO O. OOOE+OOU3
O.OOOE+OO O.OOOE+OO O.OOOE_OO
O.OOOE_OO O.OOOE+OO O.OOOE+OOU2 O.230E_04 O.OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE_OOo .175E+04
JOINT318 UI U2 U3
JOINT279
Rl R2 R3Ul O.200E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O.OODE+OO O.OOOE_OOU2 0.200E+04 O.OOOE+OO
UI U2 U3Rl R2 R3
UI O.270E+04 O.OOOE+OO O.DOOE+OOO.OOOE+QO O.OOOE+OO O.OOOE+OO O.OOOE+OO D. OOOE_OO O. OOOE+OO
Gú.~ CONTRA TO IDU-133-05 lBllCAlDllM.IYO..- i!ICG"ª~ ..
«! •••••:.;,''t~·....._1OC
~~~'" Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEATONAL FONADE
330 UlR2 R3
U2 U3
JOINT319
RlUl U2 U3 U1 0.750E+03 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.750E+03 O.OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OO
R1 R2 R3U1 O.170E+04 O.OOOE+OO O.OOOE+OO
O. OOOE+ 00 O. OOOE+ 00 O. OOOE+ 00U2 o .170E+04 O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO JOINT331 Ul U2 U3
JOINT320
Rl R2 R3Ul 0.400E+03 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.400E+03 O.OOOE+OO
R1U1
R2 R3U2 U3
Ul 0.140E+04 O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 o .140E+04 O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
C S 1 A P 2 o FINITE ELEMENT ANALYSIS OFSTRUCTURES PAGE
JOINT321
Rl R2U1R3
U2 U3 PROGRAM: SAP2000/FILE: \rampapilotes .EKO
U1 0.7 50E+03 O. OOOE+OO O. OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U2 0.750E+03 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
M A TER I A L PRO P E R T Y o A T A
Rl R2U1
U1R3
0.400E+03 O. OOOE+OO O. OOOE+OO
U2 U3
MATDESIGN
LABELCODE
NUMBER WEIGHT PER MASS PER
JOINT322
TEMPS UNIT VOL UNIT VOL
STEEL O.OOOOE+OO 0.798lE+00O.OOOE+OO O.OOOE+OO O.OOOE+OO
U2 O.400E+03 O.OOOE+OOO.OOOE+OO O.OOOE+OO O.OOOE+OO
CONC 0.2403E+01 0.2448E+00C
OTHER 0.2403E+Ol 0.2448E+00
JOINT324
N
Ul U2 U3 VIGSUP 0.2400E+01 0.3400E+00
R1 R2 R3Ul 0.430E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.430E+04 O.OOOE+OO
CCONSINP O.OOOOE+OO O.OOOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OOU3
O.OOOE+OO O. OOOE+OO O. OOOE+OO0.175E+04
C S I A P 2 oSTRUCTURES PAGE
FINITE ELEMENT ANALYSIS OF
PROGRAM: SAP2000/FILE: \rampapilotes. EKOJOINT
325R2
UlR3
U2 U3R1 T E M P E R A T U RED E P E N D E N T D A T A
Ul 0.270E+04 O.OOOE+OO O.OOOE+OOO.OOOE+OO O.OOOE+OO O.OOOE+OO MATERIAL PROPERTIES
U2 0.270E+04 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
U3
MATSHEAR MODULII
LABELG12 G13
TEMP MODULUS OF ELASTICITY
JOINT326
El E2 E3
Rl R2UlR3
U2 G23
Ul 0.230E+04 O. OOOE+OO O. OOOE+OO STEEL 0.00 0.204E+08 0.204E+08 0.204E+08O.OOOE+OO O. OOOE+ 00 O. OOOE+OO
U2 0.230E+04 O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO
0.784E+07 0.784E+07 0.784E+07
CONC 0.00 0.18lE+07 0.18lE+07 0.181E+070.756E+06 0.756E+06 0.756E+06
JOINT327 Ul U2 U3 OTHER 0.00 0.253E+07 0.253E+07 0.253E+07
Rl R2 R3Ul 0.200E+04 O.OOOE+OO O.OOOE+OO
0.105E_07 0.105E+07 O.105E+07
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 O.200E+04 O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OO
VIGSUP 0.00 0.18lE+07 0.18lE+07 0.18lE+070.755E+06 0.755E+06 0.755E+06
CONSINP 0.00 0.181E+07 0.181E+07 0.18lE+07JOINT
3280.755E+06 0.755E+06 0.755E+06
R1 R2U1R3
0.170E+04 O.OOOE+OO O.OOOE+OO
U2 U3
U1C S ISTRUCTURES
A P 2 oPAGE
FINITE ELEMENT ANALYSIS OF
O.OOOE+OO O.DODE+OO O.OOOE+OOU2 o .170E+04 O. OOOE+OO
O.OOOE+OO O.OOOE+OO O.OOOE+OOPROGRAM: SAP2DOO/FILE: \rampapi lotes. EKO
JOINT329
T E M P E R A T U RED E P E N O E N T DA T AUl U2 U3
Rl R2 R3U1 0.140E+04 O.OOOE+OO O.OOOE+OO
O.OOOE+OO O. OOOE+OO O. OOOE+OOU2 0.140E+04 O.OOOE+OO
THERMAL EXPANSION COEFFICIENTS
MATEXPANSION
TEMP COEFFICIENTS OF THERMAL
O.OOOE+OO O.OOOE+OO O.OOOE+OO LABEL Al A2 A3A12 A13 A23
JOINT
CONTRATO IDU-133-05
PLATAFORMA PEATONAL FONADE
Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O
STEEL 0.00 0.117E-04 0.117E-04 0.117E-04 DADOMURIN
VIAMARRPILSUP
0.000COLRECT
O.OOOE+OO O.OOOE+OO O.OOOE+OO
CONC 0.00 0.990E-05 0.990E-05 0.990E-05O.OOOE+OO O. OOOE+OO O. OOOE+OO
OTHER 0.00 0.990E-05 0.990E-05 0.990E-05O.OOOE+OO O. OOOE+OO O. OOOE+OO S A P 2 oC S 1
STRUCTURES PAGE
PROGRAM:SAP2000/FILE: \rampapilotes .EKO
DA T A
VIGSUP 0.00 0.117E-04 0.117E-04 0.117E-04O.OOOE+OO O. OOOE+OO O. OOOE+OO
CONSINP 0.00 0.117E-04 0.117E-04 0.117E-04
RRR
0.9000.4000.7000.700 0.000
1. 0003.4000.5000.700
R 1. 200 1. 200
FINITE ELEMENT ANALYSIS OF11
o8 SECTION AXIAL TORSIONAL
SHEAR AREAS
F R A M E S E C T ION PRO P E R T YP R 1 S M A TIC
MOMENTS OF INERTIA
O.OOOE+OO O.OOOE+OO O.OOOE+OO
CSI SAP20STRUCTURES PAGE
FINITE ELEMENT ANALYSIS OF
PROGRAM:SAP2000/FILE: \rampapilotes. EKO LABEL AREA CONSTANT
0.150E+00 0.282E-02 0.313E-02 0.113E-020.125E+00 0.125E+00
COL O. 503E+00 O. 402E-Ol O. 20lE-Ol O. 20lE-Ol0.452E+00 0.452E+00
VIGRAM 0.756E+00 0.437E-Ol 0.252E-Ol 0.204E+000.552E+00 O. 266E+00VIGENRAM 0.940E+00 0.460E-Ol 0.336E-Ol 0.462E+00O.lOOE+Ol O.lOOE+Ol
PILOT o .196E+00 O. 6l4E-02 O. 307E-02 O. 307E-020.177E+00 0.177E+00
A2 A3
T E M P E R A T U R E D E P E N D E N T FSEClDA T A
MATERIAL PROPERTIES
MAT TEMPPOISSONS RATIO
LABEL U12 U13 U23 U14 U24 U34 U15 U25 U35U45 U16 U26 U36 U46 U56
STEEL 0.00 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0
133 122
0.0 0.0 0.0 0.0 0.0 0.0 DADO 0.900E+00 0.113E+00 0.608E-Ol 0.750E-Ol
0.136E+Ol 0.672E-Ol 0.18lE-Ol 0.13lE+Ol0.750E+00 0.750E+00
CONC 0.00 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 MURIN
0.350E+00 0.163E-Ol 0.143E-Ol 0.729E-020.0 0.0 0.0 0.0 0.0 0.0 0.113E+Ol 0.113E+Ol
VIAMARROTHER 0.00 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.00.292E+00 0.292E+00
PILSUP 0.385E+00 0.236E-Ol 0.118E-Ol 0.118E-Ol0.346E+00 0.346E+00COLRECT 0.144E+Ol 0.292E+00 0.173E+00 0.173E+00
o .120E+Ol o .120E+OlVIGSUP 0.00 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0
CONSINP 0.00 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0
C S 1 S A P 2 oSTRUCTURES PAGE
PROGRAM:SAP2000/FILE: \rampapilotes. EKO
12
C S 1 A P 2 o FINITE ELEMENT ANALYSIS OFSTRUCTURES PAGE
FINITE ELEMENT ANALYSIS OF
MATERIAL PROPERTIES SECTIONLABEL
F R A M E E C T ION PRO P E R T Y D A T AP R 1 S M A TIC
PROGRAM:SAP2000/FILE: \rampapilotes .EKO
LABELMAT ADDITIONAL ADDITIONAL
LENGTH LENGTHMASS PER WEIGHT PER
MATLABEL
YIELDFY
TEMP
CONC 0.00 36.00FSECl STEEL
COL CONCVIGRA.M VIGSUP
VIGENRA.M VIGSUP
O.OOOE+DOO.OOOE+OOO.OOOE+OOO.OOOE+OOO.OOOE+OOO.OOOE+OOO.OOOE+OOO. OOOE+ 00O.OOOE+OOO.OOOE+OO
VIGSUP 0.00 36.00
C S 1 S A P 2 oSTRUCTURES PAGE
PILOTDADO
MURINVIAMARR
CONCCONCCONCCONC
FINITE ELEMENT ANALYSIS OF10
PROGRAM: SAP2 OOO/FILE: \rampapilotes. EKQ PILSUP CONSINPCOLRECT CONC
F R A M E SECTION C S 1 S A P 2 o o oSTRUCTURES PAGE 13
PROPERTY D A T A
P R 1 S M A TIC
O.OOOE+OOO.OOOE+OQO.OOOE+OOO. OOOE+ 00O.OOOE+OOO.OOOE+OOD.OOOE+OOO.OOOE+OOO.OOOE+OOO.OOOE+OO
FINITE ELEMENT ANALYSIS OF
LABELTHICK F R A M E E L E M E N T
PROGRAM:SAP2000/ FILE: \rampapilotes. EKO
DA T A
SECTION SHAPE FLANGEDEPTH FLANGEWEB FLANGE FLANGE
TYPETHICK
WIDTH THICKWIDTH
TOP TOPBOTTOM BOTTOM ELEMENT JOINT JOINT
LENGTHS RIGID-END NUMBER OFFSECl
COL0.000VIGRAM
0.920VIGENRAM
PILOT0.000
0.5000.800
0.3000.800
R LABEL END-I END-J0.000 J FACTOR SEGMENTS
0.600 .550 0.125 230.0000
250.0000
T
0.000G
0.500 0.500 0.000 0.000
ELEMENT END-OFFSET-
LENGTH END-I END-
182
3.830 0.000
21 4.560 0.000
"'- -",_. liJoo.~ CONTRATO IDU-133-05 JJ.CAll>ll.ru:m1l:
;;:~~~,.;,
~"" Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
0.00083
0.0000179
0.00001
0.000012
0.00008
0.00002
0.000084
0.0000
0.000
0.000
0.000
0.000
0.000
0.00010
0.000 0.000011
0.000 0.000012 26
0.000 0.000013 13
0.000 0.000014 12
0.000 0.000015 11
0.000 0.000016 135
0.000 0.000017 15
0.000 0.000018 223
0.000 0.000019 17
0.000 0.000020 18
0.000 0.000021
0.000 0.000022 20
0.000023 21
0.000 0.000024 87
0.0000.0000
0.000
25 240.000 0.0000
26 880.000 0.0000
27 890.000 0.0000
280.000 0.0000
29 900.000 0.0000
30 280.000 0.0000
310.000 0.0000
33 90.000 0.0000
34 310.000 0.0000
35 320.000 0.0000
36 330.0000.0000
37 340.000 0.0000
38 350.000 0.0000
39 360.000 0.0000
40 370.000 0.0000
41 380.0000.0000
42 390.000 0.0000
43 160.000 0.0000
44 400.000 0.0000
45 410.000 0.0000
86
27
12 0.900 0.000 46 42
58
67
43 0.981 0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
134 9.600
1. 800
264
0.900
1.000
1. 000
83 0.600
1.0004
5 1. 000
85 0.600412
3.400
2.3702
3 1. 6402
222 9.000
16 1. 800
2674
9.000
184
1. 000
19 1. 000
87 1. 000
21 1. 000
22 1. 000
88 1. 000
15 3.400
89 1. 000
902
1. 000
15 3.400
91 1. 000
274
1.700
29 1.700
31 0.985
32 0.985
33 0.985
34 0.985
354
0.985
36 0.985
374
0.985
38 0.9854
39 0.985
0.985
40 0.981
41 0.9814
42 0.981
0.0000.0000.0000
47 430.000 0.0000
48 440.000 0.0000
49 450.0000.0000
50 460.000 0.0000
51 470.000 0.0000
52 480.000 0.0000
53 70.000 0.0000
54 490.000 0.0000
55 500.000 0.0000
56 510.000 0.0000
57 520.000 0.0000
58 530.000 0.0000
59 540.000 0.0000
60 550.000 0.0000
61 560.000 0.0000
62 570.000 0.0000
63 190.000 0.0000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000 64
0.0000.000 0.0000
65 590.000 0.0000
0.000 66 600.0000.0000
67 610.000 0.0000
68 620.000 0.0000
69 630.0000.0000
70 640.000 0.0000
71 650.0000.0000
72 660.0000.0000
73 50.0000.0000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000 74
0.0000.000 0.0000
75 680.000 0.0000
76 690.000 0.0000
77 700.0000.0000
78 710.000 0.0000
79 720.000 0.0000
80 730.0000.0000
0.000
0.000
0.000
0.000
0.000
0.000 81 74
0.0000.000 0.0000
82 220.000 0.0000
83 750.000 0.0000
84 760.0000.0000
85 770.000 .0000
86 780.000 0.0000
87 790.000 0.0000
0.000
0.000
0.000
0.000
0.000
44 0.981
45 0.981
46 0.981
474
0.981
48 0.981
174
0.981
49 1.003
50 1.003
51 1. 003
52 1.003
534
1.003
54 1.0034
554
1.003
56 1.003
57 1.0034
6 1.003
58 1.003
59 1.003
60 1.003
614
624
1.003
1.003
63 1.0034
64 1.003
65 1.003
66 1.003
20 1.003
674
Gt¡t~~ CONTRATO IDU-133-05 liJlL~j~FR
;~~~~-.::;;
~"'"Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
88 800.000 0.0000
89 810.000 0.0000
90 820.000 0.0000
91 910.0000.0000
92 920.000 0.0000
93 930.0000.0000
94 940.000 0.0000
95 1570.0000.0000
960.000 0.0000
97 300.000 0.0000
98 100.0000.0000
122 1230.000 0.0000
123 1240.000 0.0000
124 1250.000 0.0000
125 1260.000 0.0000
126 1270.000 0.0000
127 1280.000 0.0000
128 1290.000 0.0000
0.000
0.000
0.000
0.000133
0.000134
0.000135
0.000
0.000137
0.000
0.000139
0.000
0.000
0.000142
0.000
0.000
0.000145
0.000146
0.000
0.000
0.000149
0.000150
0.000151
0.000152
0.000
129 1300.0000
1310.0000
1320.0000
230.0000
1340.0000
1330.0000
1360.0000
1370.0000
1380.0000
1390.0000
1400.0000
1410.0000
1420.0000
1430.0000
1440.0000
1450.0000
1460.0000
1470.0000
1480.0000
85
149
81 1. 036 153 1540.000 0.0000
154 130.000 0.0000
155 1560.000 0.0000
156 1550.0000.0000
157 1580.000 0.0000
158 1590.000 0.0000
159 1600.0000.0000
160 1610.000 0.0000
0.000 0.0000162 163
0.0000.0000163 164
0.000 0.0000164 165
0.000 0.0000165 166
0.000 0.0000166 167
0.000 0.0000167 168
0.000 0.0000168 169
0.0000.0000169 170
0.000 0.0000170 171
0.0000.0000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.0000.000
172
161
171 1720.0000
1730.0000
1740.0000
1750.0000
1760.0000
240.0000
1780.0000
1770.0000
1800.0000
1810.0000
1820.0000
1830.0000
1840.0000
1850.0000
1860.0000
1870.0000
1880.0000
1890.0000
1900.0000
1910.0000
1920.0000
1930.0000
1940.0000
1950.0000
162
134
0.900 0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
130
131
132
136
138
140
141
143
144
147
1480.0000
1500.0000
1510.0000
1520.0000
1530.0000
82 1.036
28 1. 036
922
932
1.000
1.000
94 1.0002
26 1.000
84 9.600
200 9.000
la 1.000
27 4.260
124 1.000
125 1.000
126 1.000
127 1.000
128 1.000
129 1.000
130 1.000
131 1.000
83 1.000
23 0.900
133 0.900
132 0.600
1354
137
0.600
1.000
138 1.0002
139 1.000
140 1.000
141 1.000
142 1.000
1432
1.000
144 1. 000
1332
1462
1472
1.000
1.000
1. 000
148 1.000
1492
150
1.000
1.000
1512
1522
1.000
1.000
153 1. 000
132 1. 000
0.0000.000 173
0.0000.000
0.0000.000 175
0.000176
0.000177
0.000
0.0000.000
0.000 1780.000
1790.000
0.000
0.0000.000
0.000
0.0000.000
1820.000
0.000
0.0000.000
1840.000
0.000 1850.000
0.0000.000
0.000 1870.000
0.000
0.0000.000
1890.000
0.000 1900.000
1910.000
0.000
0.000
0.0000.000
1930.000
0.0000.000
174
180
181
183
186
188
192
194
Versión O
0.000195 1960.000 0.0000
196 1970.000 0.0000
197 1980.0000.0000
198 110.000 0.0000
199 2000.000 0.0000
200 1990.000 0.0000
201 2020.000 0.0000
202 2030.000 0.0000
203 2040.000 0.0000
204 2050.000 0.0000
205 2060.000 0.0000
206 2070.000 0.0000
207 2080.000 0.0000
208 2090.000 0.0000
209 2100.000 0.0000
210 2110.000 0.0000
211 2120.000 0.0000
212 2130.000 0.0000
213 2140.000 0.0000
214 2150.000 0.0000
215 2160.000 0.0000
216 2170.000 0.0000
217 2180.000 0.0000
218 2190.000 0.0000
219 2200.000 0.0000
220 250.000 0.0000
2210.000 0.0000
222 2210.000 0.0000
223 2240.000 0.0000
224 2250.000 0.0000
225 2260.000 0.0000
226 2270.000 0.0000
227 2280.000 0.0000
228 2290.000 0.0000
229 2300.000 0.0000
230 2310.000 0.0000
231 2320.000 0.0000
232 2330.000 0.0000
233 2340.000 0.0000
234 2350.000 0.0000
235 2360.000 0.0000
236 2370.000 0.0000
222
CONTRATO IDU-133-05Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.C.
1972
1762
1. 000
1. 000
PLATAFORMA PEATONAL FONADE
0.000 237 2380.0000.0000
238 2390.000 0.0000
239 2400.000 0.0000
240 2410.000 0.0000
263 2650.000 0.0000
264 300.0000.0000
265 2670.000 0.0000
266 2660.000 0.0000
267 2690.000 0.0000
268 2700.000 0.0000
269 2710.000 0.0000
270 2720.000 0.0000
271 2730.0000.0000
272 2740.000 0.0000
273 2750.000 0.0000
274 2760.000 0.0000
275 2770.000 0.0000
276 2780.0000.0000
277 2790.000 0.0000
278 2800.000 0.0000
279 2810.000 0.0000
280 2820.000 0.0000
281 2830.000 0.0000
282 284
287
239 1.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
11 0.9004
199 0.900
1984
2014
0.600
0.600
203 1.000
204 1. 000
2052
206
1. 000
1. 000
2072
1. 000
208 1.000
2092
2102
1.000
1.000
199 1. 000
212 1. 000
213 1.000
214 1. 000
215 1.000
2162
1.000
217 1. 000
218 1. 000
219 1. 000
198 1.000
25 0.9004
221 0.900
220 0.6004
223 0.600
225 1. 000
2262
2272
1. 000
1.000
228 1.000
229 1.000
2302
1. 000
231 1. 000
232 1. 0002
221 1.000
234 1. 0002
235 1. 000
236 1. 000
2372
1.000
238 1. 000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.0000.000 0.0000
0.000 283 2850.000 0.0000
284 2860.0000.0000
0.000
0.000 285
0.0000.000 0.0000
308 3110.000 0.0000
309 2870.000 0.0000
310 3130.000 0.0000
311 3120.000 0.0000
312 3150.000 0.0000
313 3160.000 0.0000
314 3170.000 0.0000
315 3180.000 0.0000
316 3190.000 0.0000
317 3200.000 0.0000
318 3210.0000.0000
319 3220.000 0.0000
320 3230.000 0.0000
321 3240.000 0.0000
322 325
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.0000.000 0.0000
2402
2412
1.000
1.000
220 1. 000
304
0.900
266 0.900
265 0.600
2684
0.600
270 1.000
2712
1.000
272 1.000
273 1. 000
274 1.000
275 1.000
276 1.000
2772
1.000
266 1. 000
279 1.000
280 1. 000
281 1.0002
282 1.000
283 1.000
2842
1.000
285 1. 000
2862
1.000
265 1.000
0.910
2874
1. 100
312 1.1004
311 0.600
3144
316
0.600
1.000
3172
1.000
318 1.000
319 1.000
320 1. 000
3212
1. 000
Versión O
323 3260.000 0.0000
3240.000 0.0000
325 3280.000 0.0000
326 3290.000 0.0000
327 3300.0000.0000
328 3310.00000.000
329 3320.000 0.0000
3350.000 0.0000
336 120.000 0.0000
337 110.0000.0000
338 2010.000 0.0000
339 2870.000 0.0000
C S ISTRUCTURES
327
13
A P 2 oPAGE
CONTRATO IDU-133-05Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.C.
3272
1. 000
328 1. 000
329 1.000
330 1.000
331 1.000
332 1. 000
311 1. 000
24 3.400
23 3.400
25 3.400
2874
8.500
304
3.945
FINITE ELEMENT ANALYSIS OF
0.000
F R A M E
PROGRAM:SAP2000/FILE: \rampapilotes. EKO
14
E L E M E N T D A T A
PLATAFORMA PEATONAL FONADE
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
ANGLE
ELEMENT SECTI ON LOCAL COORD PLN PLNCOORD
LABEL LABEL PLANE SYSTEM 1ST 2ND JOINTA JOINTB
PLANE PLANE
0.00
0.00
0.004 VIAMARR
0.005VIGENRAM
0.00
0.007VIGENRAM
0.008VIGENRAM
0.00
0.0010VIGENRAM
0.00llVIGENRAM
0.0012
0.0013
0.0014
0.0015
0.0016 VIAMARR
0.0017VIGENRAM
0.0018 VIAMARR
0.0019VIGENRAM
0.0020VIGENRAM
0.0021 PILOT
0.0022VIGENRAM
0.0023VIGENRAM
0.00
COL
COL
DADO
DADO
DADO
DADO
COL
COL
COL
12 +2 +X
24 PILOT 12
COL 12
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
12 +2 +X
12 +2 +x
12 +2 +X
12 +2 +x
12 +2 +X
12 +2 +x
12 +2 +X
12 +2 +X
12 +2 +x
12 +2 +x
12 +2 +X
12 +2 +X
12 +2 +X
12 +2 +X
12 +2 +x
12 +2 +X
12 +2 +X
12 +2 +X
12 +2 +x
12 +2 +X
12 +2 +X
12 +2 +X
12 +2 +x
0.0025
0.0026 PILOT
0.0027 PILOT
0.0028VIGENRAM
0.0029 PILOT
0.0030VIGENRAM
0.0031 VIGENRAM
0.0033VIGENRAM
0.0034VIGENRAM
0.0035VIGENRAM
0.0036VIGENRAM
0.0037VIGENRAM
0.0038VIGENRAM
0.0039VIGENRAM
0.0040VIGENRAM
0.0041VIGENRAM
0.0042VIGENRAM
0.0043VIGENRAM
0.0044VIGENRAM
0.0045VIGENRAM
0.0046VIGENRAM
0.0047VIGENRAM
0.0048VIGENRAM
0.0049VIGENRAM
0.0050VIGENRAM
0.00
(¡t¡t~~..-
Versión O
CONTRA TO IDU-133-05Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.C.
PLATAFORMA PEATONAL FONADE
67VIGENRAM0.00
68VIGENRAM0.00
69VIGENRAM0.00
70VIGENRAM0.00
7lVIGENRAM0.00
72VIGENRAM0.00
73VIGENRAM0.00
74VIGENRAM0.00
75VIGENRAM0.00
76VIGENRAM0.00
77VIGENRAM0.00
78VIGENRAM0.00
79VIGENRAM0.00
80VIGENRAM0.00
81 VIGENRAM0.00
82VIGENRAM0.00
83VIGENRAM0.00
84VIGENRAM0.00
85VIGENRAM0.00
86VIGENRAM0.00
87VIGENRAM0.00
88VIGENRAM0.00
89VIGENRAM0.00
90VIGENRAM0.00
91 PILOT
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
COL
12
12
12
12
DADO
12
12
12
12
12
12
12
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +x
+2 +x
+2 +x
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +x
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
132
133
134
135 PILOT
DADO 12 +2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
0.0092 PlLOT
0.0093 PlLOT
0.0094 PILSUP
0.0095 VIAMARR
0.0096 VIAMARR
0.0097 COLRECT
0.0098
0.00122
Gf¡t~WXi CONTRATO IDU-133-0S i1J!.CAU)IAMAYOR
;~~f~;:"
~~ Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.C.
Versión O PLATAFORMA PEA TONAL FONADE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
174 PILSUP
175
176
177
178
179 PILOT
12
DADO 12
+2 +x
+2 +X
+2 +X
+2 +x
+2 +x
+2 +x
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +x
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
+2 +X
+2 +x
+2 +X
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
216 PILOT 12
12
12
DADO 12
+2 +x
+2 +X
+2 +X
+2 +x
+2 +x
+2 +x
+2 +x
+2 +X
+2 +X
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +X
+2 +x
+2 +x
+2 +X
+2 +X
+2 +x
+2 +X
+2 +x
+2 +X
180 PILOT
181 PILOT
182 PILOT
183 PILOT
184 PILOT
185 PILOT
186 PILOT
187 PILSUP
188 PILOT
189 PILOT
190 PILOT
191 PILOT
192 PILOT
193 PILOT
194 PILOT
195 PILOT
196 PILSUP
197
198
199
200
201 PILOT
202 PILOT
203 PILOT
204 PILOT
205 PILOT
206 PILOT
207 PILOT
208 PILOT
209 PILSUP
210 PILOT
211 PILOT
212 PILOT
213 PILOT
214 PILOT
215
CONTRATO IDU-133-05IIJ
~t~ llCl1DtAMJ:tOR
~~~~;;.,
~~'"I'Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
C S 1STRUCTURES
280 PILOT
PAGE
12 +2 +X COLRECT 3.4597 0.3525
281 PILOT 12 TOTAL 378.2694 45.4019
282 PILOT
+2 +X
12 +2 +X CSI SAP20STRUCTURES PAGE
FINITE ELEMENT ANALYSIS OF
283 PILOT
16
12 +2 +x
284 PILSUP
285 MURIN
308 DADO
PROGRAM: SAP2000/FILE: \rampapilotes .EKO
12 +2 +x
309 DADO
12 +2 +x L o A D C O N D 1 T ION LOAD1
310 DADO
12 +2 +X SELF-WEIGHT MULTIPLIER FOR ENTIRE STRUCTUREo .1000E+01
311 DADO
12 +2 +x
312 PILOT
L O A D C O N D 1 T ION CCOM
313 PILOT
12 +2 +x
314 PILOT
12 +2 +xSELF-WEIGHT MULTIPLIER FOR ENTIRE STRUCTURE
O.OOOOE+OO
315 PILOT
12 +2 +x DISTRIBUTED SPAN LOADS ON FRAME ELEMENTS
316 PILOT
12 ELEMENT LOC DISTANCE DISTANCE FORCE
317 PILOT
318 PILOT
319 PILOT
320 PILSUP
321 PILOT
322 PILOT
323 PILOT
324 PILOT
325 PILOT
326 PILOT
327 PILOT
328 PILOT
+2 +X
12FORCE MOMENT MOMENT
LABEL DOF AT START AT END AT START AT
329 PILSUP
335 VIAMARR
336 VIAMARR
337 VIAMARR
338 VIAMARR
339 VIAMARR
S A P 2 o
+2 +xEND AT START AT END
12 +2 +xU2 O.OOOE+OO 0.100E+Ol -0.875E+00 -
12 +2 +X 0.875E+00
12
U2 O.OOOE+OO 0.100E+Ol -0.875E+00 -0.875E+00
8 V2 O.OOOE+OO 0.100E+01 -O.875E+OO -O.B75E+00
10 V2 O.OOOE+OO O.100E+Ol -0.875E+00 -0.875E+OO
11 V2 O.OOOE+OO 0.100E+Ol -0.875E+00 -O.875E+00
17 V2 O. OOOE+OO O.100E+Ol -O. 875E+OO -0.875E+00
19 U2 O.OOOE+OO 0.100E+Ol -0.875E+00 -0.875E+00
20 U2 O.OOOE+OO 0.100E+01 -0.875E+00 -0.875E+00
22 U2 O.OOOE+OO 0.100E+01 -0.875E+00 -0.875E+00
23 U2 O.OOOE+OO 0.100E+01 -0.875E+00-O.875E+00
28 U2 O.OOOE+OO 0.100E+Ol -0.875E+00 -0.875E+00
30 U2 O.OOOE+OO 0.100E+Ol -0.875E+00-0.875E+OO
31 U2 O.OOOE+OO 0.100E+01 -0.875E+00 -0.875E+00
33 Ul O.OOOE+OO 0.100E+Ol 0.915E-Ol 0.915E-
+2 +X
12 +2 +X
12 +2 +X
12 +2 +X
12 +2 +x
12 +2 +x
12 +2 +x
12 +2 +x
12 +2 +x
12 +2 +x
12 +2 +X
12 +2 +X
12 +2 +x 0133 U2 O.OOOE+OO 0.100E+Ol -0.870E+00 -
12 0.870E+0034 Ul O.OOOE+OO 0.100E+Ol 0.915E-01 0.915E-
+2 +X
12 +2 +x 0134 V2 O.OOOE+OO 0.100E+Ol -0.870E+00 -
12 0.870E+0035 VI O.OOOE+OO 0.100E+01 0.915E-Ol 0.915E-
+2 +X
12 +2 +x 0135 V2 O.OOOE+OO O.100E+Ol -0.870E+00 -
12 0.870E+0036 VIO. OOOE+OO O.100E+01 O. 915E-01 O. 915E-
+2 +X
01FINITE ELEMENT ANALYSIS OF 36 V2 O.OOOE+OO 0.100E+01 -0.870E+00 -
0.870E+0037 Ul O.OOOE+OO 0.100E+Ol 0.915E-01 0.915E-
15
01PROGRAM: SAP2000/ FI LE: \ rampapilotes. EKO37 U2 O.OOOE+OO 0.100E+Ol -0.870E+00 -
0.870E+0038 VI O.OOOE+OO 0.100E+Ol 0.915E-Ol 0.915E-
SECTIONLABEL
T O TAL W E 1 G H T S A N D M A S S E S
MASS 38 U2 O.OOOE+OO 0.100E+Ol -0.870E+00 -
COLVIGENRAM
PILOTDADO
MURINVIAMARR
WEIGHT
28.3321172.466960.383952.76112.9735
57.8921
01
0.870E+0039 UI O.OOOE+OO 0.100E+Ol 0.915E-Ol 0.915E-
2.886824.43286.15255.37580.30305.8986
0139 U2 O.OOOE+OO 0.100E+01 -0.870E+00-
0.870E+0040 Ul O.OOOE+OO 0.100E+Ol 0.915E-Ol 0.915E-
01
CONTRATO IDU-133-05 IJ00l~~
A1CA1DIAM.rroR
,.,,~ "l' •. ,' ~~'1~~:~~
~"I'. Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
40 U2 O.OOOE+OO 0.100E+01 -0.870E+00 -0.870E+00
41 U1 .OOOE+OO 0.100E+01 0.915E-01 0.915E-01
41 U2 O.OOOE+OO 0.100E+01 -0.870E+00 -0.870E+00
42 U1 O.OOOE+OO 0.100E+01 0.915E-01 0.915E-01
42 U2 O.OOOE+OO 0.100E+01 -0.870E+00 -0.870E+00
43 U1 O.OOOE+OO O.100E+01 -0.384E-01 -0.384E-01
43 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
44 U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
44 U2 O.OOOE+OO 0.100E+01 -0.874E+00-0.874E+00
45 U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
45 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
46 U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
46 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
47 U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
47 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
48 U1 O.OOOE+OO O.100E+01 -0.384E-01 -0.384E-01
48 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
49 U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
49 U2 .OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
50 U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
50 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
51 U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
51 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -0.874E+00
52 .U1 O.OOOE+OO 0.100E+01 -0.384E-01 -0.384E-01
52 U2 O.OOOE+OO 0.100E+01 -0.874E+00 -O.874E+OO
53 U1 O.OOOE+OO 0.100E+01 0.637E-01 0.637E-01
53 .OOOE+OO o .100E+01 -O. 873E+00 -U2O.873E+OO
54 U1 .OOOE+OO 0.100E+01 0.637E-01 0.637E-01
54 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
55 U1 O.OOOE+OO 0.100E+01 0.637E-01 0.637E-01
55 U2 .OOOE+OO 0.100E+Ol -0.873E+00 -0.873E+00
56 Ul .OOOE+OO 0.100E+01 0.637E-01 0.637E-01
56 U2 O.OOOE+OO O.100E+01 -0.873E+OO -0.873E+00
57 U1 O.OOOE+OO 0.100E+01 0.637E-01 0.637E-01
57 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
58 Ul O.OOOE+OO 0.100E+01 0.637E-01 0.637E-01
58 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
59 U1 O.OOOE+OO 0.100E+01 0.637E-01 0.637E-01
59 U2 O.OOOE+OO O.100E+01 -0.873E+00 -O.873E+OO
60 U1 O.OOOE+OO O.100E+01 0.637E-01 0.637E-01
60 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
61 Ul O.OOOE+OO 0.100E+01 0.637E-01 0.637E-01
61 U2 O.OOOE+OO O.100E+01 -O.873E+00-O.873E+00
62 U1 O.OOOE+OO O.100E+01 0.637E-01 0.637E-01
62 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
63 U1 O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
63 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -O.873E+00
64 UI O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
64 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
65 U1 O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
65 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+OO
66 U1 O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
66 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
67 U1 O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
67 U2 O.OOOE+OO O.100E+01 -0.873E+00 -O.873E+00
68 U1 O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
68 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
69 U1 O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
69 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
70 Ul O.OOOE+OO o .100E+01 -O. 637E-01 -O. 637E-01
70 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
71 U1 O.OOOE+OO 0.100E+01 -0.637E-Ol -0.637E-01
71 U2 O.OOOE+OO 0.100E+01 -0.873E+00 -0.873E+00
72 Ul O.OOOE+OO 0.100E+01 -0.637E-01 -0.637E-01
U2 O.OOOE+OO 0.100E+01 -0.873E+00 -720.873E+00
73 U1 O.OOOE+OO 0.100E+01 0.707E-01 0.707E-01
73 U2 O.OOOE+OO 0.100E+01 -0.872E+00 -0.872E+00
74 U1 O.OOOE+OO 0.100E+01 0.707E-01 0.707E-01
740.872E+00
U2 O.OOOE+OO O.100E+01 -0.872E+00 -
75 U1 O.OOOE+OO O.100E+01 0.707E-01 0.707E-01
75 U2 O.OOOE+OO 0.100E+01 -0.872E+00 -O.872E+OO
76 U1 O.OOOE+OO 0.100E+01 0.707E-01 0.707E-01
76 U2 O.OOOE+OO 0.100E+01 -0.872E+00 -0.872E+00
77 Ul O.OOOE+OO 0.100E+01 0.707E-01 0.707E-01
77 U2 O.OOOE+OO 0.100E+01 -0.872E+00 -O.872E+00
78 Ul O.OOOE+OO 0.100E+01 0.707E-01 0.707E-01
78 U2 O.OOOE+OO 0.100E+01 -0.872E+00 -0.872E+00
79 U1 O.OOOE+OO O.100E+01 0.707E-01 0.707E-01
79 U2 O.OOOE+OO 0.100E+01 -0.872E+00 -0.872E+00
80 Ul O.OOOE+OO 0.100E+01 0.707E-01 0.707E-01
U2 O.OOOE+OO 0.100E+01 -0.872E+00 -800.872E+00
81 Ul O.OOOE+OO O.100E+OI 0.707E-Ol 0.707E-01
81 U2 O.OOOE+OO O.100E+01 -0.872E+00 -0.872E+00
82 UI O.OOOE+OO O.100E+Ol -0.657E-01 -0.657E-01
oo.ttt1!~ftf~~.",
CONTRATO IDU-133-05Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEA TONAL FONADE
82 V2 O.OOOE+OO O.lOOE+Ol -0.873E+00 -0.873E+00
83 VI O.OOOE+OO O.lOOE+Ol -0.657E-Ol -0.657E-01
83 V2 O.OOOE+OO O.lOOE+Ol -0.873E+00 -0.873E+00
84 VI O.OOOE+OO O.lOOE+Ol -0.657E-Ol -0.657E-01
84 V2 O.OOOE+OO O.lOOE+Ol -O.873E+OO -0.873E+00
85 VI O.OOOE+OO O.lOOE+Ol -O.657E-Ol -0.657E-01
85 V2 O.OOOE+OO O.lOOE+Ol -0.873E+00 -0.873E+00
86 VI O.OOOE+OO O.lOOE+Ol -0.657E-Ol -0.657E-01
86 V2 O.OOOE+OO O.lOOE+Ol -0.873E+00 -0.873E+00
87 Ul O.OOOE+OO O.lOOE+Ol -0.657E-Ol -0.657E-01
87 U2 O.OOOE+OO O.lOOE+Ol -0.873E+OO -0.873E+00
88 VI O.OOOE+OO O.lOOE+Ol -0.657E-Ol -0.657E-01
88 V2 O.OOOE+OO O.lOOE+Ol -O.873E+OO -0.873E+00
89 Ul O.OOOE+OO O.lOOE+Ol -0.657E-Ol -0.657E-01
89 U2 O. OOOE+OO o .100E+Ol -O. 873E+00 -0.873E+OO
90 VI O.OOOE+OO O.lOOE+Ol -0.657E-Ol -0.657E-01
90 V2 O.OOOE+OO O.lOOE+Ol -0.873E+00 -0.873E+OO
L o A o e o N o 1 T ION eVPEAT
SELF-WEIGHT MVLTIPLIER FOR ENTIRE STRUeTVREO.OOOOE+OO
DISTRIBVTED SPAN LOADS ON FRAME ELEMENTS
ELEMENT Loe DISTANCE FORCEDISTANCEFORCE MOMENT MOMENT
LABEL DOF AT STARTEND AT START AT END
AT END AT START AT
V2 O. OOOE+OO o .100E+Ol -o .135E+Ol -0.135E+Ol
U2 O. OOOE+OO o .100E+Ol -o .135E+Ol -0.135E+Ol
8 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
10 U2 O.OOOE+OO 0.100E+01 -0.135E+Ol -o .135E+Ol
11 V2 O.OOOE+OO 0.100E+01 -0.135E+01 -0.135E+Ol
17 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
19 V2 O.OOOE+OO O.100E+Ol -0.135E+Ol -0.135E+Ol
20 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
22 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+01
23 U2 .OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+01
28 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
30 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
31 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
33 Ul O.OOOE+OO O.lOOE+Ol 0.141E+000.141E+00
33 U2 .OOOE+OO O.lOOE+Ol -0.134E+Ol -0.134E+Ol
34 VI O.OOOE+OO O.lOOE+Ol 0.141E+000.141E+00
34 V2 O. OOOE+OO o .100E+Ol -o .134E+Ol -o .134E+Ol
35 Ul O.OOOE+OO O.lOOE+Ol 0.141E+00o .141E+00
35 V2 O.OOOE+OO O.lOOE+Ol -0.134E+Ol -O.134E+Ol
36 VI O.OOOE+OO O.lOOE+Ol 0.141E+OOO.141E+00
36 U2 O.OOOE+OO O.lOOE+Ol -0.134E+Ol -O.134E+Ol
37 VI O.OOOE+OO O.lOOE+Ol 0.141E+000.141E+00
37 V2 O.OOOE+OO O.lOOE+Ol -0.134E+Ol-0.134E+Ol
38 VI O.OO.OE+OO O.lOOE+Ol 0.141E+000.141E+00
38 V2 O.OOOE+OO O.lOOE+Ol -0.134E+Ol -0.134E+Ol
39 VI O.OOOE+OO O.lOOE+Ol 0.141E+00O.141E+00
39 V2 O.OOOE+OO O.lOOE+Ol -0.134E+Ol -0.134E+Ol
40 VI O.OOOE+OO O.lOOE+Ol 0.141E+000.141E+00
40 V2 O.OOOE+OO O.100E+Ol -0.134E+Ol -0.134E+Ol
41 Ul O.OOOE+OO O.lOOE+Ol 0.141E+000.141E+00
41 U2 O.OOOE+OO O.lOOE+Ol -O.134E+Ol -o .134E+Ol
42 VI O.OOOE+OO O.lOOE+Ol 0.141E+000.141E+00
42 V2 O.OOOE+OO O.lOOE+Ol -0.134E+Ol -0.134E+Ol
43 Ul O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
43 V2 O.OOOE+OO O.lOOE+Ol -O.135E+Ol -0.135E+Ol
44 Ul O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
44 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
45 VI O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
45 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
46 VI O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
46 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
47 VI O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
47 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
48 VI O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
48 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
49 Ul O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
49 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
50 VI O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
50 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol-0.135E+Ol
51 VI O.OOOE+OO O.lOOE+Ol -0.592E-Ol -0.592E-01
51 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
52 Ul O. OOOE+OO o .100E+Ol -O. 592E-Ol -O. 592E-01
52 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
53 VI O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
53 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -O.135E+Ol
54 Ul O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
54 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -O.135E+Ol
55 VI O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
55 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
56 Ul O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
CONTRATO IDU-133-05 lfJ~1~~
.llCAlDI"M.rm~.....~l!~.~J,..._
<<! ••• ",.l;'t.:~••••""
~tf;;f~~ Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.
Versión O PLATAFORMA PEATONAL FONADE
56 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
57 Ul O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
57 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -o .135E+Ol
58 Ul .OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
58 .OOOE+OO O.lOOE+Ol -0.135E+Ol -U20.135E+Ol
59 Ul O. OOOE+OO o .100E+Ol O. 983E-Ol O. 983E-01
59 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
60 Ul O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
60 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
61 Ul O.OOOE+OO O.lOOE+Ol O.983E-Ol 0.983E-01
61 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
62 Ul O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01
62 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
63 Ul O. OOOE+OO o .100E+Ol -O. 983E-Ol -O. 983E-01
63 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
64 U1 O. OOOE+OO o .100E+Ol -O. 983E-01 -O. 983E-01
64 U2 O.OOOE+OO O.lOOE+Ol -0.135E+01 -0.135E+Ol
65 U1 O. OOOE+OO o .100E+Ol -O. 983E-Ol -O. 983E-01
65 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+01
66 Ul O.OOOE+OO O.lOOE+Ol -0.983E-01 -0.983E-01
66 U2 O.OOOE+OO O.lOOE+Ol -0.135E+01 -0.135E+01
67 Ul O.OOOE+OO 0.100E+01 -0.983E-Ol -0.983E-01
67 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -O.135E+Ol
68 Ul O.OOOE+OO O.lOOE+Ol -0.983E-Ol -0.983E-01
68o .135E+01
U2 O.OOOE+OO 0.100E+01 -0.135E+01 -
69 U1 O.OOOE+OO O.lOOE+Ol -0.983E-Ol -0.983E-01
69 U2 O.OOOE+OO 0.100E+Ol -0.135E+01 -o . 135E+Ol
70 U1 O.OOOE+OO O.lOOE+Ol -0.983E-01 -0.983E-01
70 U2 O.OOOE+OO 0.100E+01 -0.135E+01 -0.135E+Ol
71 Ul O. OOOE+OO o .100E+Ol -O. 983E-01 -O. 983E-01
71 U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -0.135E+Ol
72 Ul O.OOOE+OO O.lOOE+Ol -0.983E-Ol -0.983E-01
72o .135E+Ol
730.109E+OO
U2 O.OOOE+OO 0.100E+Ol -0.135E+01
Ul O.OOOE+OO O.lOOE+Ol 0.109E+00
73 U2 O.OOOE+OO 0.100E+Ol -0.135E+Ol -o .135E+01
74 U1 O.OOOE+OO 0.100E+01 0.109E+000.109E+00
74 U2 O.OOOE+OO 0.100E+Ol -0.135E+01 -0.135E+Ol
75 U1 O.OOOE+OO 0.100E+01 0.109E+000.109E+00
75 U2 O.OOOE+OO 0.100E+01 -0.135E+Ol -O.135E+Ol
76o .109E+OO
Ul O.OOOE+OO 0.100E+01 0.109E+OO
76 U2 O.OOOE+OO 0.100E+01 -0.135E+Ol -o .135E+01
77 Ul O.OOOE+OO 0.100E+01 0.109E+00o .109E+00
770.135E+01
78
U2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol -
Ul O.OOOE+OO 0.100E+01 0.109E+000.109E+00
78 U2 O.OOOE+OO O.lOOE+Ol -0.135E+01 -0.135E+Ol
79 U1 O.OOOE+OO O.lOOE+Ol 0.109E+000.109E+00
79 U2 O.OOOE+OO 0.100E+Ol -0.135E+01 -o .135E+Ol
80 U1 O.OOOE+OO 0.100E+Ol 0.109E+000.109E+00
80 U2 O.OOOE+OO 0.100E+Ol -0.135E+Ol -o .135E+Ol
81 U1 O.OOOE+OO 0.100E+Ol 0.109E+000.109E+00
81 U2 O.OOOE+OO O.lOOE+Ol -0.135E+01 -o .135E+01
82 Ul O.OOOE+OO 0.100E+Ol -0.101E+00 -O.lOlE+OO
82 U2 O.OOOE+OO 0.100E+01 -0.135E+01 -o .135E+Ol
83 Ul O.OOOE+OO O.lOOE+Ol -O.lOlE+OO -0.101E+00
83 U2 O.OOOE+OO 0.100E+01 -0.135E+Ol -0.135E+01
84 Ul O.OOOE+OO 0.100E+01 -O.lOlE+OO -O.lOlE+OO
84 U2 O.OOOE+OO 0.100E+01 -0.135E+01 -0.135E+Ol
85 U1 O.OOOE+OO 0.100E+01 -0.10lE+00 -O.lOlE+OO
85 U2 O.OOOE+OO O.lOOE+Ol -0.135E+01 -0.135E+Ol
86 Ul O.OOOE+OO O.100E+01 -0.101E+00 -o .101E+00
86 U2 O.OOOE+OO O.lOOE+Ol -0.135E+01 -o .135E+01
87 U1 O.OOOE+OO O.lOOE+Ol -0.101E+00 -O.lOlE+OO
87 U2 O.OOOE+OO 0.100E+Ol -0.135E+01 -0.135E+Ol
88 U1 O.OOOE+OO O.lOOE+Ol -O.lOlE+OO-O.lOlE+OO
88 U2 O. OOOE+OO o .100E+Ol -o .135E+01 -0.135E+Ol
89 Ul O.OOOE+OO O.lOOE+Ol -0.10lE+00 -O.lOlE+OO
89 U2 O. OOOE+OO o .100E+Ol -o .135E+01 -0.135E+01
90 Ul O.OOOE+OO 0.100E+01 -O.lOlE+OO -o .101E+00
90 U2 O.OOOE+OO 0.100E+01 -0.135E+01 -o . 135E+01
C S 1STRUCTURES
A P 2 oPAGE
FINITE ELEMENT ANALYSIS OF17
PROGRAM: SAP2000/ FILE: \ rampapilotes. EKO
FUNCTlON D A T A
F1JNCTI ON LABELTIME INCREMENT
ESPEC10.000
TIMEVALUE
VALUE TIMEVALUE TIMETIME VALUE
0.000 0.260E+OO 0.300 0.900E+00 0.7000.900E+00 0.750 0.800E+00
0.880 0.620E+00 1.000 O.540E+000.430E+00 1.500 0.360E+00
1.750 0.310E+00 2.000 0.270E+000.240E+00 2.500 0.220E+00
3.000 o .180E+OO 3.500 o .150E+00
1. 250
2.250
C S 1STRUCTURES
A P 2 oPAGE
FINITE ELEMENT ANALYSIS OF18
PROGRAM:SAP2 000/ FILE: \rampapilotes. EKO
M o D E S D A T A
Versión O
NUMBER OF EIGENVALUES
E 1GEN CONVERGENCE TOLERANCEEIGEN CUTOFF FREQUENCYEIGEN FREQUENCY SHIFTINCLUDE RESIDUAL-MASS MODES
C S 1 A P 2 oSTRUCTURES PAGE
CONTRATO IDU-133-0SEstudios y Diseños de la Troncal Calle 26 (Av. 3" - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.C.
PLATAFORMA PEATONAL FONADE
so LABEL
o .1000E-04O.OOOOE+OOO.OOOOE+OO
NO
1.000
1.000
FINITE ELEMENT ANALYSIS OF 1.00019
COMBO LABELCOMBO TYPE
R E S P O N S E
PROGRAM:SAP2000/FILE: \rampapilotes. EKO
COMBOs P E C T R U M o A T A
SPEC LABELFUNCTIONDAMPING RATIO
LABELDIRECTION FACTOR
ESPEClMODAL COMBINATION
ESPEClCOORDINATE SYSTEM
oCOORDINATE ANGLE
SPEC LABELFUNCTIONDAMPING RATIO
LABELDlRECTION FACTOR
ESPEClMODAL COMBINATION
ESPEClCOORDINATE SYSTEM
oCOORDINATE ANGLE
C S 1 A P 2STRUCTURES PAGE
SPECX ACC FUNCT ION FACTORLABEL
O. oso DIR FACTOR1. 000
0.000 Ul 9.811. 000
CQC U2 2.941.000
U3 0.00COMBO LABELCOMBO TYPE
SPECY ACC FUNCTIONCOMBO
o. oso DIR FACTORLABEL FACTOR
0.000 Ul 2.94
CQC U2 1. 0009.81
U3 0.00 1. 000
0.333
FINITE ELEMENT ANALYSIS OF COMBO LABELCOMBO TYPE20
PROGRAM:SAP2000/FILE: \rampapilotes. EKO
FACTOR
COMBO
COMBO LABELCOMBO TYPE
L O A o C O M B 1 N A T ION M U L T 1 P L 1 E R S
1.000
LOAD MODECOMBO SCALE
LABEL
REAL 1ADD
SPEC MOVE 1.000HIST
0.333LABEL NUM LABEL LABEL LABEL
COMBO LABELCOMBO TYPE
LABEL FACTOR
LOADl1. 000
CCOM1. 000
CVPEAT1. 000
COMBO LABELCOMBO TYPE
LOAD MODECOMBO SCALE
LABEL NUMLABEL FACTOR
LOAD11. 300
CCOM1. 300
CVPEAT2.200
COMBO LABELCOMBO TYPE
LOAD MODECOMBO SCALE
COMBO
LABEL FACTOR
LABEL NUMFACTOR
LOADl
CCOM
LOAD MODESCALE
GR7TRANSADD
LABEL NUM LABEL
LOADl
CCOM
LOAD MODESCALE
DISGRU7LADD
LABEL LABEL LABEL
HIST MOVE
DISGR7TRADD
SPECY
GR7LR2ADD
SPECX
SPEC
LABEL LABEL
SPECY
SPEC
SPECX
SPEC
SPEC
HIST MOVE
SPEC
LABEL
LABEL NUM LABEL LABEL LABEL
HIST MOVE
ULTlADD 1.000
LOADl
CCOM
LOAD MODESCALE
LABEL NUM LABEL LABEL LABEL
LOADl
CCOM
LOAD MODESCALE
LABEL NUM
LOADl
CCOM
LOAD MODESCALE
LABEL NUM
LOAD1
CCOM
HIST MOVE
LABEL LABEL LABEL
HIST MOVE
SPEC 1. 000SPECX
GR7TR2ADD
LABEL
SPECY
LABEL
HIST MOVE
LABEL LABEL 0.500LABEL
COMBO LABELCOMBO TYPE
COMBO
LABEL FACTOR
GR7LONADD 1. 000
SPEC HIST MOVE 1. 000
0.500
PLATAFORMA PEATONAL FONADEVersión O
CONTRA TO IDU-133-0SEstudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado
- Av. José Celestino Mutis), en Bogotá D.C.
COMBO LABELCOMBO TYPE
ENVDISENVE
LOAD MODE SPEC HIST MOVECOMBO SCALE
LABEL NUM LABEL LABEL LABELLABEL FACTOR
ULTl 1.000
DISGRU7L 1.000
DISGR7TR 1.000
C S 1 SAP2000 FINITE ELEMENT ANALYSIS OFSTRUCTURES PAGE 21
PROGRAM: SAP2000/FILE: \rampapilotes .EKO
1 N P U T C O M P L E T E