memorias de calculo estructural c' plataforma … · a continuación de esta estructura viene...

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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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MEMORIAS DE CALCULO ESTRUCTURAL

C' PLATAFORMA PEATONAL FONADE - (CARRERA 13A)

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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

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~"'r- Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.


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.


~ 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.


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RAMPA DE ACCESO

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DISEÑO RAMPA PEATONAL

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~~\~'fm'~""'r-Estudios y Diseños de la Troncal Calle 26 (Av. 3' - Aeropuerto El Dorado- Av. José Celestino Mutis), en Bogotá D.e.


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

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• 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

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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+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



O.OOOE+OO

U2 U3

O.OOOE+OO

U2 U3JOINT

212

0.175E+04

Rl R2Ul

UlR3


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+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.


R2UI

UIR3

O.200E+04

U2 U3 UI o .140E+04 O. OOOE+OOO.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


JOINT216 UI U2 U3

JOINT231 UI U2 U3

RI R2 R3UI O. 400E+03 O. OOOE+OO O. OOOE+OO



RI R2 R3UI 0.140E+04 O.OOOE+OO 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


UI U2 U3RI R2 R3

UI 0.750E+03 O.OOOE+OO O.OOOE+OOO.OOOE+OO O. OOOE+OO O. OOOE+OO



0.175E+04O.OOOE+OO O. OOOE+OO O. OOOE+OO

R2UIR3


U2 U3JOINT

234JOINT

218RI RI R2

UI

UIR3


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


U2 U3JOINT

235JOINT

224RI RI R2

UI

UIR3


U2 U3

UIO.OOOE+OO O. OOOE+OO O. OOOE+OO


U3 0.175E+04O.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



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




JOINT238 UI U2 U3

JOINT227

RI R2 R3UI O.140E+04 O.OOOE+OO 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+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.


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



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


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


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.


330 UlR2 R3

U2 U3

JOINT319

RlUl U2 U3 U1 0.750E+03 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



R1U1

R2 R3U2 U3




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


M A TER I A L PRO P E R T Y o A T A

Rl R2U1

U1R3


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


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


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


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


0.105E_07 0.105E+07 O.105E+07



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


U2 U3

U1C S ISTRUCTURES

A P 2 oPAGE


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


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


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


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


CSI SAP20STRUCTURES PAGE


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


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


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


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.


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



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



1972

1762

1. 000

1. 000


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



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


0.000

F R A M E


14

E L E M E N T D A T A


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



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

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+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

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+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



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


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.


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~~.",



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



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




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 V2 O.OOOE+OO O.lOOE+Ol -O.873E+OO -0.873E+00


89 U2 O. OOOE+OO o .100E+Ol -O. 873E+00 -0.873E+OO


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


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


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 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


39 VI O.OOOE+OO O.lOOE+Ol 0.141E+00O.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




43 V2 O.OOOE+OO O.lOOE+Ol -O.135E+Ol -0.135E+Ol














50 V2 O.OOOE+OO O.lOOE+Ol -0.135E+Ol-0.135E+Ol



52 Ul O. OOOE+OO o .100E+Ol -O. 592E-Ol -O. 592E-01


53 VI O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01


54 Ul O.OOOE+OO O.lOOE+Ol 0.983E-Ol 0.983E-01


55 VI 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.





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




61 Ul O.OOOE+OO O.lOOE+Ol O.983E-Ol 0.983E-01




63 Ul O. OOOE+OO o .100E+Ol -O. 983E-Ol -O. 983E-01


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


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



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


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


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


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


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



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


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


FACTOR

COMBO


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


LABEL FACTOR

LOADl1. 000

CCOM1. 000

CVPEAT1. 000



LABEL NUMLABEL FACTOR

LOAD11. 300

CCOM1. 300

CVPEAT2.200



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

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



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

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