Memoria calculo Jorge Cabanillas

Prévia do material em texto

Analisis y Diseño Estructural - SUBESTRUCTURA
Puente: RIO RIMAC
CARGAS PERMANENTES
DC: Peso propio de los componentes estructurales y accesorios no estructurales
Losa Continua, Columnas, Arco
DW: Peso propio del Asfalto
EH: Empuje Horizontal del Suelo (suelo de relleno)
ES: Sobrecarga uniforme sobre el relleno (losa de aproximacion)
EV: Presion vertical del suelo sobre la zapata de la pantalla de estribo
CARGAS TRANSITORIAS
LL: Sobrecarga Vehicular HL-93
IM: Incremento por carga vehicular dinámica 33%
EQ: Sismo
LS: Sobrecarga Viva sobre el relleno
CARACTERISTICAS DEL SUELO
COEFICIENTE DE PRESION ACTIVA
f= 30 ° Angulo de friccion del suelo
Ka= tan
2
(45-f/2) Coeficiente de presion activa
Ka= 0.333
ESFUERZOS ULTIMOS DEL SUELO
Verificacion de Esfuerzos en Estribo Izquierdo-Eje 0
f.su E.I= 6.11 kg/cm
2
Esfuerzo ultimo estrato <1030 - 1037.7 > msnm
Verificacion de Esfuerzos en Columna Izquierda-Eje 1
f.su C.I= 6.11 kg/cm
2
Esfuerzo ultimo estrato <1030 - 1037.7 > msnm
Verificacion de Esfuerzos en Estribo Derecho-Eje 9
su E.D= 30.0 kg/cm
2
Esfuerzo ultimo estrato <1030 - 1037 > msnm
En Anclaje Izquierdo-Eje 3
su A.I= 30.0 kg/cm
2
Esfuerzo ultimo estrato <1030 - 1037 > msnm
En Anclaje Derecho-Eje 8
su A.D= 30.0 kg/cm
2
Esfuerzo ultimo estrato <1030 - 1037 > msnm
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
METRADO DE CARGAS
Descripsion Cant Long Peso Unit Peso
(ton) (ton)
Viga Cajon 1ra Etapa 1 222.00 33.8 8571.8
Pantalla en Est. Izquierdo 1 0.80 222.94 222.9
Pantalla en Est. Derecho 1 0.80 179.45 179.4
Diaf. en Est. Izquierdo 1 1.00 108.4 108.4
Diaf. en Est. Derecho 1 1.00 97.4 97.4
Diaf. en Pilares 3 0.80 variable 211.8
Adicional en Apoyos 5 37
Parapeto Aguas Abajo 1 222.55 0.456 101.5
Parapeto Central 1 223.32 0.903 201.7
Parapeto Aguas Arriba 1 224.35 0.447 100.3
Barandas Aguas Abajo 1 222.47 0.05 11.1
Barandas Aguas Arriba 1 224.49 0.05 11.2
Asfaltica Aguas Arriba 1 222.00 232.92 232.9
Asfaltica Aguas Abajo 1 222.00 233.93 233.9
Peso Total= 10321.8
ANALISIS SISMICO EQ : EQ-static, EQ-Spectro, EQ-mononobe
EQ-Static X Fuerza Sismica en el Modelo Estatico 
Peso de superestructura + Pantalla = 10321.8 ton
1.00(40%.del peso de superestructura + pantalla )= 4128.7 ton
EQ-Spectro X Fuerza Sismica del Analisis Modal Espectral
Puente de Multiples tramos Nº tramos = 4
Coeficiente de aceleracion A= 0.4
Categoria según importancia Esencial
Requisito para puente regular Conforme según tabla 4.7.4.3.1-2
Categoria según Importancia del puente:
Se ha clasificado el puente en la categoria: Esencial
Zona Sismica 
Se ha considerado el mapa sismico del peru, clasificandose en la Zona 4 y
correspondiendo un coeficiente de aceleracion sismica.
A= 0.4
Perfil de Suelo y Coeficiente de Sitio
De auerdo al estudio geotecnico se ha clasificado el perfil de suelo como tipo II
Correspondiendo un coeficiente de Sitio
S= 1.2
Coeficiente de Respuesta Sismica Elastica
Para un modo de Vibracion m, se ha tomado T Csm
0 1.0000
0.1 1.0000
0.2 1.0000
0.3 1.0000
0.4 1.0000
0.5 0.9143
0.6 0.8097
0.7 0.7306
0.8 0.6684
0.9 0.6179
1 0.5760
1.1 0.5405
1.2 0.5101
1.3 0.4836
1.4 0.4603
1.5 0.4396
1.6 0.4211
1.7 0.4044
Factores de Modificacion de Respuesta Sismica 1.8 0.3893
1.9 0.3755
Para la pantalla Frontal del Estribo y el Pilar tipo muro en su 2 0.3629
dimension mas resistente, se ha considerado: 2.1 0.3512
R= 1.5 2.2 0.3405
2.3 0.3306
Para el Pilar tipo muro en su dimension debil, se ha considerado: 2.4 0.3213
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
0.00
0.20
0.40
0.60
0.80
1.00
1.20
0 0.5 1 1.5 2 2.5 3
C
s
m
 C
o
e
fi
c
ie
n
te
 d
e
 R
e
s
p
u
e
s
ta
 
S
is
m
ic
a
Periodo T ( Segundos)
Csm Csm
2/3
1.2
2.5sm
m
AS
C A
T
 
R= 2 2.5 0.3127
2.6 0.3046
Para las columnas de pilare 2.7 0.2971
R= 3.5 2.8 0.2899
2.9 0.2832
Combinación de Solicitaciones Sísmicas 3 0.2769
3.1 0.2709
Sismo Longitudinal EQ X 3.2 0.2653
Sismo Transversal EQ Y 3.3 0.2599
Caso 1 100% EQ X + 30% EQ Y 3.4 0.2547
Caso 2 30% EQ X + 100% EQ Y 3.5 0.2499
EQ-mononobe Enfoque seudoestático de Mononobe Okabe
La pantalla del estribo se ha analizado usando el enfoque seudoestatico de Mononobe Okabe
Según Mononobe Okabe:
y donde
Pantalla Frontal
g= 1.9 ton/m
3
Peso especifico del suelo
H= 4.0m-0.25m Altura de Suelo desde Nivel superior de zapata 
H= 3.75 m Altura muro desde fondo de losa de aproximacion
f= 30 ° Angulo de friccion del suelo
d= 20 ° Angulo de friccion entre el suelo y el estribo
kh= 0.15 Coeficiente de aceleracion horizontal
kv= 0 Coeficiente de aceleracion vertical
q= 8.5 ° arctan(kh/(1-kv))
i= 0 ° Angulo de inclinacion del relleno
b= 0 ° Inclinacion del muro respecto a la vertical
KAE= 0.407
EAE= 2.56 ton/m
w=EAE/H= 0.995 ton/m
2
ANALISIS DE LA PANTALLA FRONTAL
Se ha investigado los estados limite de Resistencia I y Evento extremo I.
Resultando que los efectos mas desfavorables ocurre en Evento extremo I y usando
los coeficientes de respuesta sismica.
La Interacción del Suelo con la Pantalla Frontal se ha resuelto utilizando el
Coeficiente de Balasto o Módulo de Reacción del Suelo
g= 1.9 ton/m3
H= 3.75 m Altura de pantalla
f= 30 ° Angulo de friccion del suelo
Kp= 4
Ep= 53 ton/m
L= 29 m Ancho de pantalla
Ep= 1550 ton
D= 0.1875 m
K= 8265 ton/m
El Analisis estructural se ha realizado mediante SAP 2000, la reaccion del suelo se ha 
idealizado mediante elementos tipo Joint-Springs, para realizar un analisis lineal.
La pantalla de 4.0m de altura y 29 m de ancho se han distribuido los joint spring
horizontalmente cada 0.85 m y verticalmente cada 0.38 m resultando 120 joint spring
K= 59.9 ton/m/ joint
Combinacion de Cargas
Evento Extremo I - X = 1.0[1.25DC+1.50DW+1.3EV+1WA+(1EQX+0.3EQY)/3.0]
Evento Extremo I - Y = 1.0[1.25DC+1.50DW+1.3EV+1WA+(1EQY+0.3EQX)/2.0]
MODELO DE ELEMENTOS FINITOS SAP 2000
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
2...
2
1
HKEp p g
20
H
D
D

pE
K
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
MODOS DE VIBRACION DE LA ESTRUCTURA
El puente Bolivia se esta proyectando con topes Longitudinales y Transversales
Considerando un sentido de accion del sismo:
Longitudinalmente dispone de 6 neoprenes de 30x30cm y un GAP de 4cm - En macizos de estribos
Transversalmente 1 tope de 30x28x154cm y un GAP de 2cm - En estribos
Transversalmente 2 topes de 30x28x154cm y un GAP de 2cm - En pilares
Se ha resuelto el comportamiento sismico de la estructuras en dos etapas,
correspondiendo dos modelos estructurales. 
Modelo 1: considera en el tope una luz libre de 4cm en el sentido longitudinal y 
 una luz libre de 2cm en el sentido transversal
Modelo 2: considera la rigidez de los topes longitudinales y transversales
 desde que la estructura se ha desplazado la luz libre disponible, 
 considerada en el Modelo 1
Se muestra los modos fundamentales de los 2 modelos mencionados
Modo Fundamental Modelo 1
Modo Fundamental Modelo 2
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
IzquierdaPantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
DISPOSICION DE LAS COLUMNAS DE PILARES
Pantalla de 0.50 m 
Columnas de .70m x.70m
TABLA DE FUERZAS EN LAS COLUMNAS DE LOS PILARES
ESTADO LIMITE: EVENTO EXTREMO 1 
DEAD Debido a peso propio
EQ-GapX=4cm 37.5% (Sismo EQ-100X+30Y) (Fase 1)
EQ-GapY=2cm 25.0% (Sismo EQ-100Y+30X) (Fase 1)
EQ-TopeX 62.5% (Sismo EQ-100X+30Y) (Fase 2)
EQ-TopeY 75.0% (Sismo EQ-100Y+30X) (Fase 2)
EE1X-F1-R=2 : Espectro 100X+30Y Factor de modificacion de Respuesta R=2
EE1Y-F1-R=3.5 : Espectro 30X+100Y Factor de modificacion de Respuesta R=3.5
Fase 1 Fuerzas en Columnas de Pilares
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
P1 DEAD -94.9 -0.4 0.0 0.0 0.0 3.7
P1 EQ-GapX=4cm Max 2.8 6.6 3.0 0.0 24.7 54.2
P1 EQ-GapX=4cm Min -2.8 -6.6 -3.0 0.0 -24.7 -54.2
P1 EQ-GapY=2cm Max 6.1 1.3 6.6 0.0 55.0 10.9
P1 EQ-GapY=2cm Min -6.1 -1.3 -6.6 0.0 -55.0 -10.9
P1 EE1X-F1-R=2 Max -117.2 2.7 1.5 0.0 12.4 31.8
P1 EE1X-F1-R=2 Min -120.0 -3.8 -1.5 0.0 -12.3 -22.5
P1 EE1Y-F1-R=3.5 Max -116.9 -0.2 1.9 0.0 15.7 7.7
P1 EE1Y-F1-R=3.5 Min -120.4 -0.9 -1.9 0.0 -15.7 1.5
P2 DEAD -96.5 -0.4 0.0 0.0 0.0 3.7
P2 EQ-GapX=4cm Max 0.6 6.6 3.0 0.0 24.7 54.2
P2 EQ-GapX=4cm Min -0.6 -6.6 -3.0 0.0 -24.7 -54.2
P2 EQ-GapY=2cm Max 1.0 1.3 6.6 0.0 55.1 10.9
P2 EQ-GapY=2cm Min -1.0 -1.3 -6.6 0.0 -55.1 -10.9
P2 EE1X-F1-R=2 Max -120.3 2.7 1.5 0.0 12.4 31.8
P2 EE1X-F1-R=2 Min -120.9 -3.8 -1.5 0.0 -12.4 -22.5
P2 EE1Y-F1-R=3.5 Max -120.3 -0.2 1.9 0.0 15.7 7.7
P2 EE1Y-F1-R=3.5 Min -120.8 -0.9 -1.9 0.0 -15.7 1.5
P3 DEAD -96.5 -0.4 0.0 0.0 0.0 3.7
P3 EQ-GapX=4cm Max 0.6 6.6 3.0 0.0 24.7 54.2
P3 EQ-GapX=4cm Min -0.6 -6.6 -3.0 0.0 -24.7 -54.2
P3 EQ-GapY=2cm Max 1.0 1.3 6.6 0.0 55.1 10.9
P3 EQ-GapY=2cm Min -1.0 -1.3 -6.6 0.0 -55.1 -10.9
P3 EE1X-F1-R=2 Max -120.3 2.7 1.5 0.0 12.4 31.8
P3 EE1X-F1-R=2 Min -120.9 -3.8 -1.5 0.0 -12.4 -22.5
P3 EE1Y-F1-R=3.5 Max -120.3 -0.2 1.9 0.0 15.7 7.7
P3 EE1Y-F1-R=3.5 Min -120.8 -0.9 -1.9 0.0 -15.7 1.5
P4 DEAD -94.9 -0.4 0.0 0.0 0.0 3.7
P4 EQ-GapX=4cm Max 2.8 6.6 3.0 0.0 24.7 54.2
P4 EQ-GapX=4cm Min -2.8 -6.6 -3.0 0.0 -24.7 -54.2
P4 EQ-GapY=2cm Max 6.1 1.3 6.6 0.0 55.0 10.9
P4 EQ-GapY=2cm Min -6.1 -1.3 -6.6 0.0 -55.0 -10.9
P4 EE1X-F1-R=2 Max -117.2 2.7 1.5 0.0 12.3 31.8
P4 EE1X-F1-R=2 Min -120.0 -3.8 -1.5 0.0 -12.4 -22.5
P4 EE1Y-F1-R=3.5 Max -116.9 -0.2 1.9 0.0 15.7 7.7
P4 EE1Y-F1-R=3.5 Min -120.4 -0.9 -1.9 0.0 -15.7 1.5
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
P5 DEAD -92.1 0.0 0.0 0.0 0.0 0.4
P5 EQ-GapX=4cm Max 2.7 6.6 2.9 0.0 24.3 54.2
P5 EQ-GapX=4cm Min -2.7 -6.6 -2.9 0.0 -24.3 -54.2
P5 EQ-GapY=2cm Max 5.9 1.3 6.5 0.0 53.9 10.9
P5 EQ-GapY=2cm Min -5.9 -1.3 -6.5 0.0 -53.9 -10.9
P5 EE1X-F1-R=2 Max -113.8 3.2 1.5 0.0 12.2 27.6
P5 EE1X-F1-R=2 Min -116.4 -3.3 -1.5 0.0 -12.1 -26.6
P5 EE1Y-F1-R=3.5 Max -113.4 0.3 1.9 0.0 15.4 3.6
P5 EE1Y-F1-R=3.5 Min -116.8 -0.4 -1.9 0.0 -15.4 -2.6
P6 DEAD -93.6 0.0 0.0 0.0 0.0 0.4
P6 EQ-GapX=4cm Max 0.5 6.6 2.9 0.0 24.3 54.2
P6 EQ-GapX=4cm Min -0.5 -6.6 -2.9 0.0 -24.3 -54.2
P6 EQ-GapY=2cm Max 1.0 1.3 6.5 0.0 54.0 10.9
P6 EQ-GapY=2cm Min -1.0 -1.3 -6.5 0.0 -54.0 -10.9
P6 EE1X-F1-R=2 Max -116.7 3.2 1.5 0.0 12.1 27.6
P6 EE1X-F1-R=2 Min -117.2 -3.3 -1.5 0.0 -12.1 -26.6
P6 EE1Y-F1-R=3.5 Max -116.7 0.3 1.9 0.0 15.4 3.6
P6 EE1Y-F1-R=3.5 Min -117.2 -0.4 -1.9 0.0 -15.4 -2.6
P7 DEAD -93.6 0.0 0.0 0.0 0.0 0.4
P7 EQ-GapX=4cm Max 0.5 6.6 2.9 0.0 24.3 54.2
P7 EQ-GapX=4cm Min -0.5 -6.6 -2.9 0.0 -24.3 -54.2
P7 EQ-GapY=2cm Max 1.0 1.3 6.5 0.0 54.0 10.9
P7 EQ-GapY=2cm Min -1.0 -1.3 -6.5 0.0 -54.0 -10.9
P7 EE1X-F1-R=2 Max -116.7 3.2 1.5 0.0 12.1 27.6
P7 EE1X-F1-R=2 Min -117.2 -3.3 -1.5 0.0 -12.1 -26.6
P7 EE1Y-F1-R=3.5 Max -116.7 0.3 1.9 0.0 15.4 3.6
P7 EE1Y-F1-R=3.5 Min -117.2 -0.4 -1.9 0.0 -15.4 -2.6
P8 DEAD -92.1 0.0 0.0 0.0 0.0 0.4
P8 EQ-GapX=4cm Max 2.7 6.6 2.9 0.0 24.3 54.2
P8 EQ-GapX=4cm Min -2.7 -6.6 -2.9 0.0 -24.3 -54.2
P8 EQ-GapY=2cm Max 5.9 1.3 6.5 0.0 53.9 10.9
P8 EQ-GapY=2cm Min -5.9 -1.3 -6.5 0.0 -53.9 -10.9
P8 EE1X-F1-R=2 Max -113.8 3.2 1.5 0.0 12.1 27.6
P8 EE1X-F1-R=2 Min -116.4 -3.3 -1.5 0.0 -12.1 -26.6
P8 EE1Y-F1-R=3.5 Max -113.4 0.3 1.9 0.0 15.4 3.6
P8 EE1Y-F1-R=3.5 Min -116.8 -0.4 -1.9 0.0 -15.4 -2.6
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
P9 DEAD -92.1 0.5 0.0 0.0 0.0 -3.3
P9 EQ-GapX=4cm Max 3.9 10.1 3.6 0.0 21.5 61.1
P9 EQ-GapX=4cm Min -3.9 -10.1 -3.6 0.0 -21.5 -61.1
P9 EQ-GapY=2cm Max 8.7 2.1 7.9 0.0 47.8 12.4
P9 EQ-GapY=2cm Min -8.7 -2.1 -7.9 0.0 -47.8 -12.4
P9 EE1X-F1-R=2 Max -113.1 5.7 1.8 0.0 10.8 26.4
P9 EE1X-F1-R=2 Min -117.1 -4.4 -1.8 0.0 -10.7 -34.7
P9 EE1Y-F1-R=3.5 Max -112.6 1.3 2.3 0.0 13.7 -0.6
P9 EE1Y-F1-R=3.5 Min -117.6 0.1 -2.3 0.0 -13.6 -7.7
P10 DEAD -93.8 0.5 0.0 0.0 0.0 -3.3
P10 EQ-GapX=4cm Max 0.7 10.1 3.6 0.0 21.5 61.1
P10 EQ-GapX=4cm Min -0.7 -10.1 -3.6 0.0 -21.5 -61.1
P10 EQ-GapY=2cm Max 1.2 2.0 7.9 0.0 47.9 12.3
P10 EQ-GapY=2cm Min -1.2 -2.0 -7.9 0.0 -47.9 -12.3
P10 EE1X-F1-R=2 Max -116.8 5.7 1.8 0.0 10.8 26.4
P10 EE1X-F1-R=2 Min -117.6 -4.4 -1.8 0.0 -10.8 -34.7
P10 EE1Y-F1-R=3.5 Max -116.8 1.3 2.3 0.0 13.7 -0.6
P10 EE1Y-F1-R=3.5 Min -117.5 0.1 -2.3 0.0 -13.7 -7.6
P11 DEAD -93.8 0.5 0.0 0.0 0.0 -3.3
P11 EQ-GapX=4cm Max 0.7 10.1 3.6 0.0 21.5 61.1
P11 EQ-GapX=4cm Min -0.7 -10.1 -3.6 0.0 -21.5 -61.1
P11 EQ-GapY=2cm Max 1.2 2.0 7.9 0.0 47.9 12.3
P11 EQ-GapY=2cm Min -1.2 -2.0 -7.9 0.0 -47.9 -12.3
P11 EE1X-F1-R=2 Max -116.8 5.7 1.8 0.0 10.8 26.4
P11 EE1X-F1-R=2 Min -117.6 -4.4 -1.8 0.0 -10.8 -34.7
P11 EE1Y-F1-R=3.5 Max -116.8 1.3 2.3 0.0 13.7 -0.6
P11 EE1Y-F1-R=3.5 Min -117.5 0.1 -2.3 0.0 -13.7 -7.6
P12 DEAD -92.1 0.5 0.0 0.0 0.0 -3.3
P12 EQ-GapX=4cm Max 3.9 10.1 3.6 0.0 21.5 61.1
P12 EQ-GapX=4cm Min -3.9 -10.1 -3.6 0.0 -21.5 -61.1
P12 EQ-GapY=2cm Max 8.7 2.1 7.9 0.0 47.8 12.4
P12 EQ-GapY=2cm Min -8.7 -2.1 -7.9 0.0 -47.8 -12.4
P12 EE1X-F1-R=2 Max -113.1 5.7 1.8 0.0 10.7 26.4
P12 EE1X-F1-R=2 Min -117.1 -4.4 -1.8 0.0 -10.8 -34.7
P12 EE1Y-F1-R=3.5 Max -112.6 1.3 2.3 0.0 13.6 -0.6
P12 EE1Y-F1-R=3.5 Min -117.6 0.1 -2.3 0.0 -13.7 -7.7
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
Fase 2 Fuerzas en Columnas de Pilares
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
P1 EQ-TopeX Max 1.6 0.2 2.2 0.0 17.9 1.6
P1 EQ-TopeX Min -1.6 -0.2 -2.2 0.0 -17.9 -1.6
P1 EQ-TopeY Max 5.5 0.8 8.9 0.0 73.3 6.4
P1 EQ-TopeY Min -5.5 -0.8 -8.9 0.0 -73.3 -6.4
P1 EQX-Fase2-R=2 Max 0.8 0.1 1.1 0.0 8.9 0.8
P1 EQX-Fase2-R=2 Min -0.8 -0.1 -1.1 0.0 -8.9 -0.8
P1 EQY-Fase2-R=3.5 Max 1.6 0.2 2.6 0.0 20.9 1.8
P1 EQY-Fase2-R=3.5 Min -1.6 -0.2 -2.6 0.0 -20.9 -1.8
P2 EQ-TopeX Max 1.2 0.1 2.2 0.0 17.9 0.6
P2 EQ-TopeX Min -1.2 -0.1 -2.2 0.0 -17.9 -0.6
P2 EQ-TopeY Max 2.9 0.3 8.9 0.0 73.3 2.1
P2 EQ-TopeY Min -2.9 -0.3 -8.9 0.0 -73.3 -2.1
P2 EQX-Fase2-R=2 Max 0.6 0.0 1.1 0.0 8.9 0.3
P2 EQX-Fase2-R=2 Min -0.6 0.0 -1.1 0.0 -8.9 -0.3
P2 EQY-Fase2-R=3.5 Max 0.8 0.1 2.6 0.0 21.0 0.6
P2 EQY-Fase2-R=3.5 Min -0.8 -0.1 -2.6 0.0 -21.0 -0.6
P3 EQ-TopeX Max 1.2 0.1 2.2 0.0 17.90.6
P3 EQ-TopeX Min -1.2 -0.1 -2.2 0.0 -17.9 -0.6
P3 EQ-TopeY Max 2.9 0.3 8.9 0.0 73.3 2.1
P3 EQ-TopeY Min -2.9 -0.3 -8.9 0.0 -73.3 -2.1
P3 EQX-Fase2-R=2 Max 0.6 0.0 1.1 0.0 8.9 0.3
P3 EQX-Fase2-R=2 Min -0.6 0.0 -1.1 0.0 -8.9 -0.3
P3 EQY-Fase2-R=3.5 Max 0.8 0.1 2.6 0.0 21.0 0.6
P3 EQY-Fase2-R=3.5 Min -0.8 -0.1 -2.6 0.0 -21.0 -0.6
P4 EQ-TopeX Max 1.6 0.2 2.2 0.0 17.9 1.6
P4 EQ-TopeX Min -1.6 -0.2 -2.2 0.0 -17.9 -1.6
P4 EQ-TopeY Max 5.5 0.8 8.9 0.0 73.3 6.4
P4 EQ-TopeY Min -5.5 -0.8 -8.9 0.0 -73.3 -6.4
P4 EQX-Fase2-R=2 Max 0.8 0.1 1.1 0.0 8.9 0.8
P4 EQX-Fase2-R=2 Min -0.8 -0.1 -1.1 0.0 -8.9 -0.8
P4 EQY-Fase2-R=3.5 Max 1.6 0.2 2.6 0.0 20.9 1.8
P4 EQY-Fase2-R=3.5 Min -1.6 -0.2 -2.6 0.0 -20.9 -1.8
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
P5 EQ-TopeX Max 2.1 0.0 3.3 0.0 27.0 0.3
P5 EQ-TopeX Min -2.1 0.0 -3.3 0.0 -27.0 -0.3
P5 EQ-TopeY Max 8.4 0.0 13.5 0.0 110.8 0.2
P5 EQ-TopeY Min -8.4 0.0 -13.5 0.0 -110.8 -0.2
P5 EQX-Fase2-R=2 Max 1.1 0.0 1.6 0.0 13.5 0.1
P5 EQX-Fase2-R=2 Min -1.1 0.0 -1.6 0.0 -13.5 -0.1
P5 EQY-Fase2-R=3.5 Max 2.4 0.0 3.9 0.0 31.7 0.1
P5 EQY-Fase2-R=3.5 Min -2.4 0.0 -3.9 0.0 -31.7 -0.1
P6 EQ-TopeX Max 0.7 0.0 3.3 0.0 27.0 0.3
P6 EQ-TopeX Min -0.7 0.0 -3.3 0.0 -27.0 -0.3
P6 EQ-TopeY Max 2.8 0.0 13.5 0.0 110.9 0.1
P6 EQ-TopeY Min -2.8 0.0 -13.5 0.0 -110.9 -0.1
P6 EQX-Fase2-R=2 Max 0.3 0.0 1.6 0.0 13.5 0.1
P6 EQX-Fase2-R=2 Min -0.3 0.0 -1.6 0.0 -13.5 -0.1
P6 EQY-Fase2-R=3.5 Max 0.8 0.0 3.9 0.0 31.7 0.0
P6 EQY-Fase2-R=3.5 Min -0.8 0.0 -3.9 0.0 -31.7 0.0
P7 EQ-TopeX Max 0.7 0.0 3.3 0.0 27.0 0.3
P7 EQ-TopeX Min -0.7 0.0 -3.3 0.0 -27.0 -0.3
P7 EQ-TopeY Max 2.8 0.0 13.5 0.0 110.9 0.1
P7 EQ-TopeY Min -2.8 0.0 -13.5 0.0 -110.9 -0.1
P7 EQX-Fase2-R=2 Max 0.3 0.0 1.6 0.0 13.5 0.1
P7 EQX-Fase2-R=2 Min -0.3 0.0 -1.6 0.0 -13.5 -0.1
P7 EQY-Fase2-R=3.5 Max 0.8 0.0 3.9 0.0 31.7 0.0
P7 EQY-Fase2-R=3.5 Min -0.8 0.0 -3.9 0.0 -31.7 0.0
P8 EQ-TopeX Max 2.1 0.0 3.3 0.0 27.0 0.3
P8 EQ-TopeX Min -2.1 0.0 -3.3 0.0 -27.0 -0.3
P8 EQ-TopeY Max 8.4 0.0 13.5 0.0 110.8 0.2
P8 EQ-TopeY Min -8.4 0.0 -13.5 0.0 -110.8 -0.2
P8 EQX-Fase2-R=2 Max 1.1 0.0 1.6 0.0 13.5 0.1
P8 EQX-Fase2-R=2 Min -1.1 0.0 -1.6 0.0 -13.5 -0.1
P8 EQY-Fase2-R=3.5 Max 2.4 0.0 3.9 0.0 31.7 0.1
P8 EQY-Fase2-R=3.5 Min -2.4 0.0 -3.9 0.0 -31.7 -0.1
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
P9 EQ-TopeX Max 1.4 0.3 3.2 0.0 19.1 1.7
P9 EQ-TopeX Min -1.4 -0.3 -3.2 0.0 -19.1 -1.7
P9 EQ-TopeY Max 4.1 1.2 13.1 0.0 78.8 7.1
P9 EQ-TopeY Min -4.1 -1.2 -13.1 0.0 -78.8 -7.1
P9 EQX-Fase2-R=2 Max 0.7 0.1 1.6 0.0 9.6 0.9
P9 EQX-Fase2-R=2 Min -0.7 -0.1 -1.6 0.0 -9.6 -0.9
P9 EQY-Fase2-R=3.5 Max 1.2 0.3 3.7 0.0 22.5 2.0
P9 EQY-Fase2-R=3.5 Min -1.2 -0.3 -3.7 0.0 -22.5 -2.0
P10 EQ-TopeX Max 1.1 0.1 3.2 0.0 19.2 0.6
P10 EQ-TopeX Min -1.1 -0.1 -3.2 0.0 -19.2 -0.6
P10 EQ-TopeY Max 1.8 0.4 13.1 0.0 78.8 2.4
P10 EQ-TopeY Min -1.8 -0.4 -13.1 0.0 -78.8 -2.4
P10 EQX-Fase2-R=2 Max 0.5 0.0 1.6 0.0 9.6 0.3
P10 EQX-Fase2-R=2 Min -0.5 0.0 -1.6 0.0 -9.6 -0.3
P10 EQY-Fase2-R=3.5 Max 0.5 0.1 3.7 0.0 22.5 0.7
P10 EQY-Fase2-R=3.5 Min -0.5 -0.1 -3.7 0.0 -22.5 -0.7
P11 EQ-TopeX Max 1.1 0.1 3.2 0.0 19.2 0.6
P11 EQ-TopeX Min -1.1 -0.1 -3.2 0.0 -19.2 -0.6
P11 EQ-TopeY Max 1.8 0.4 13.1 0.0 78.8 2.4
P11 EQ-TopeY Min -1.8 -0.4 -13.1 0.0 -78.8 -2.4
P11 EQX-Fase2-R=2 Max 0.5 0.0 1.6 0.0 9.6 0.3
P11 EQX-Fase2-R=2 Min -0.5 0.0 -1.6 0.0 -9.6 -0.3
P11 EQY-Fase2-R=3.5 Max 0.5 0.1 3.7 0.0 22.5 0.7
P11 EQY-Fase2-R=3.5 Min -0.5 -0.1 -3.7 0.0 -22.5 -0.7
P12 EQ-TopeX Max 1.4 0.3 3.2 0.0 19.1 1.7
P12 EQ-TopeX Min -1.4 -0.3 -3.2 0.0 -19.1 -1.7
P12 EQ-TopeY Max 4.1 1.2 13.1 0.0 78.8 7.1
P12 EQ-TopeY Min -4.1 -1.2 -13.1 0.0 -78.8 -7.1
P12 EQX-Fase2-R=2 Max 0.7 0.1 1.6 0.0 9.6 0.9
P12 EQX-Fase2-R=2 Min -0.7 -0.1 -1.6 0.0 -9.6 -0.9
P12 EQY-Fase2-R=3.5 Max 1.2 0.3 3.7 0.0 22.5 2.0
P12 EQY-Fase2-R=3.5 Min -1.2 -0.3 -3.7 0.0 -22.5 -2.0
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
Total Fuerzas en Columnas de Pilares
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
P1 EE1X-R=2 Max -116.5 2.8 2.6 0.0 21.3 32.5
P1 EE1X-R=2 Min -120.8 -3.9 -2.6 0.0 -21.3 -23.3
P1 EE1Y-R=3.5 Max -115.3 0.0 4.4 0.0 36.7 9.6
P1 EE1Y-R=3.5 Min -121.9 -1.1 -4.4 0.0 -36.6 -0.3
P2 EE1X-R=2 Max -119.7 2.8 2.6 0.0 21.3 32.0
P2 EE1X-R=2 Min -121.5 -3.9 -2.6 0.0 -21.3 -22.8
P2 EE1Y-R=3.5 Max -119.5 -0.1 4.4 0.0 36.7 8.3
P2 EE1Y-R=3.5 Min -121.7 -1.0 -4.4 0.0 -36.7 0.9
P3 EE1X-R=2 Max -119.7 2.8 2.6 0.0 21.3 32.0
P3 EE1X-R=2 Min -121.5 -3.9 -2.6 0.0 -21.3 -22.8
P3 EE1Y-R=3.5 Max -119.5 -0.1 4.4 0.0 36.7 8.3
P3 EE1Y-R=3.5 Min -121.7 -1.0 -4.4 0.0 -36.7 0.9
P4 EE1X-R=2 Max -116.5 2.8 2.6 0.0 21.3 32.5
P4 EE1X-R=2 Min -120.8 -3.9 -2.6 0.0 -21.3 -23.3
P4 EE1Y-R=3.5 Max -115.3 0.0 4.4 0.0 36.6 9.6
P4 EE1Y-R=3.5 Min -121.9 -1.1 -4.4 0.0 -36.7 -0.3
P5 EE1X-R=2 Max -112.7 3.2 3.1 0.0 25.7 27.7
P5 EE1X-R=2 Min -117.5 -3.4 -3.1 0.0 -25.6 -26.7
P5 EE1Y-R=3.5 Max -111.0 0.3 5.7 0.0 47.1 3.7
P5 EE1Y-R=3.5 Min -119.2 -0.4 -5.7 0.0 -47.1 -2.7
P6 EE1X-R=2 Max -116.4 3.2 3.1 0.0 25.6 27.7
P6 EE1X-R=2 Min -117.5 -3.4 -3.1 0.0 -25.6 -26.7
P6 EE1Y-R=3.5 Max -115.9 0.3 5.7 0.0 47.1 3.6
P6 EE1Y-R=3.5 Min -118.0 -0.4 -5.7 0.0 -47.1 -2.6
P7 EE1X-R=2 Max -116.4 3.2 3.1 0.0 25.6 27.7
P7 EE1X-R=2 Min -117.5 -3.4 -3.1 0.0 -25.6 -26.7
P7 EE1Y-R=3.5 Max -115.9 0.3 5.7 0.0 47.1 3.6
P7 EE1Y-R=3.5 Min -118.0 -0.4 -5.7 0.0 -47.1 -2.6
P8 EE1X-R=2 Max -112.7 3.2 3.1 0.0 25.6 27.7
P8 EE1X-R=2 Min -117.5 -3.4 -3.1 0.0 -25.7 -26.7
P8 EE1Y-R=3.5 Max -111.0 0.3 5.7 0.0 47.1 3.7
P8 EE1Y-R=3.5 Min -119.2 -0.4 -5.7 0.0 -47.1 -2.7
P9 EE1X-R=2 Max -112.5 5.9 3.4 0.0 20.4 27.3
P9 EE1X-R=2 Min -117.8 -4.5 -3.4 0.0 -20.3 -35.5
P9 EE1Y-R=3.5 Max -111.5 1.6 6.0 0.0 36.2 1.4
P9 EE1Y-R=3.5 Min -118.8 -0.2 -6.0 0.0 -36.1 -9.7
P10 EE1X-R=2 Max -116.3 5.8 3.4 0.0 20.3 26.7
P10 EE1X-R=2 Min -118.1 -4.4 -3.4 0.0 -20.4 -35.0
P10 EE1Y-R=3.5 Max -116.3 1.4 6.0 0.0 36.2 0.0
P10 EE1Y-R=3.5 Min -118.1 0.0 -6.0 0.0 -36.2 -8.3
P11 EE1X-R=2 Max -116.3 5.8 3.4 0.0 20.4 26.7
P11 EE1X-R=2 Min -118.1 -4.4 -3.4 0.0 -20.3 -35.0
P11 EE1Y-R=3.5 Max -116.3 1.4 6.0 0.0 36.2 0.1
P11 EE1Y-R=3.5 Min -118.1 0.0 -6.0 0.0 -36.2 -8.3
P12 EE1X-R=2 Max -112.5 5.9 3.4 0.0 20.3 27.3
P12 EE1X-R=2 Min -117.7 -4.5 -3.4 0.0 -20.4 -35.5
P12 EE1Y-R=3.5 Max -111.5 1.6 6.0 0.0 36.1 1.4
P12 EE1Y-R=3.5 Min -118.8 -0.2 -6.0 0.0 -36.2 -9.7
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
VERIFICACION DE COLUMNA DE PILARES
Geometria y Refuerzo de Columna de Pilar
Sentido de Transito
Diagrama de Interaccion ACI 318-02
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Kn Kn Kn kN-m kN-m kN-m
P9 EE1X-R=2 Max -1155 -44 -33 0 -199 -348
TABLE: Element Forces - Frames
Frame OutputCase StepType P V2 V3 T M2 M3
Text Text Text Kn Kn Kn kN-m kN-m kN-m
P5 EE1Y-R=3.5 Max -1089 3 56 0 462 36
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
DESPLAZAMIENTOS 
ESTADO LIMITE: EVENTO EXTREMO 1 
EI-sup Nudo superior de neoprene en Estribo Izquierdo
EI-inf Nudo inferior de neoprene en Estribo Izquierdo
Pi-sup Nudo superior de neoprene en Pilar i
Pi-inf Nudo inferior de neoprene en Pilar i
ED-sup Nudo superior de neoprene en Estribo Derecho
ED-inf Nudo inferior de neoprene en Estribo Derecho
EQ-GapX=4cm 37.5% (Sismo EQ-100X+30Y) (Fase 1)
EQ-GapY=2cm 25.0% (Sismo EQ-100Y+30X) (Fase 1)
EQ-TopeX 62.5% (Sismo EQ-100X+30Y) (Fase 2)
EQ-TopeY 75.0% (Sismo EQ-100Y+30X) (Fase 2)
Fase 1
Sismo Longitudinal EQ-GapX=4cm Dx= 4.0 cm
Sismo Transversal EQ-GapY=2cm Dy= 2.00 cm
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
Cuadro de Desplazamientos
Sismo Longitudinal Sismo Transversal
Joint OutputCaseStepType U1 Joint OutputCase StepType U2
Text Text Text cm Text Text Text cm
EI-sup EQ-GapX=4cm Max 3.94 EI-sup EQ-GapY=2cm Max 3.38
EI-sup EQ-GapX=4cm Min -3.94 EI-sup EQ-GapY=2cm Min -3.38
EI-inf EQ-GapX=4cm Max 0.02 EI-inf EQ-GapY=2cm Max 0.00
EI-inf EQ-GapX=4cm Min -0.02 EI-inf EQ-GapY=2cm Min 0.00
P1-sup EQ-GapX=4cm Max 3.97 P1-sup EQ-GapY=2cm Max 4.04
P1-sup EQ-GapX=4cm Min -3.97 P1-sup EQ-GapY=2cm Min -4.04
P1-inf EQ-GapX=4cm Max 2.55 P1-inf EQ-GapY=2cm Max 2.52
P1-inf EQ-GapX=4cm Min -2.55 P1-inf EQ-GapY=2cm Min -2.52
P2-sup EQ-GapX=4cm Max 3.97 P2-sup EQ-GapY=2cm Max 2.56
P2-sup EQ-GapX=4cm Min -3.97 P2-sup EQ-GapY=2cm Min -2.56
P2-inf EQ-GapX=4cm Max 2.55 P2-inf EQ-GapY=2cm Max 3.98
P2-inf EQ-GapX=4cm Min -2.55 P2-inf EQ-GapY=2cm Min -3.98
P3-sup EQ-GapX=4cm Max 3.96 P3-sup EQ-GapY=2cm Max 3.07
P3-sup EQ-GapX=4cm Min -3.96 P3-sup EQ-GapY=2cm Min -3.07
P3-inf EQ-GapX=4cm Max 1.54 P3-inf EQ-GapY=2cm Max 1.17
P3-inf EQ-GapX=4cm Min -1.54 P3-inf EQ-GapY=2cm Min -1.17
ED-sup EQ-GapX=4cm Max 3.94 ED-sup EQ-GapY=2cm Max 1.86
ED-sup EQ-GapX=4cm Min -3.94 ED-sup EQ-GapY=2cm Min -1.86
ED-inf EQ-GapX=4cm Max 0.04 ED-inf EQ-GapY=2cm Max 0.00
ED-inf EQ-GapX=4cm Min -0.04 ED-inf EQ-GapY=2cm Min 0.00
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
Tabla de Desplazamientos en Neoprene Dsup - Dinf
Sismo Longitudinal Sismo Transversal
Joint OutputCaseStepType U1 Joint OutputCase StepType U2
Text Text Text cm Text Text Text cm
DEI EQ-GapX=4cm Max 3.92 DEI EQ-GapY=2cm Max 3.38
DEI EQ-GapX=4cm Min -3.92 DEI EQ-GapY=2cm Min -3.38
DP1 EQ-GapX=4cm Max 1.42 DP1 EQ-GapY=2cm Max 1.52
DP1 EQ-GapX=4cm Min -1.42 DP1 EQ-GapY=2cm Min -1.52
DP2 EQ-GapX=4cm Max 1.42 DP2 EQ-GapY=2cm Max -1.42
DP2 EQ-GapX=4cm Min -1.42 DP2 EQ-GapY=2cm Min 1.42
DP3 EQ-GapX=4cm Max 2.42 DP3 EQ-GapY=2cm Max 1.90
DP3 EQ-GapX=4cm Min -2.42 DP3 EQ-GapY=2cm Min -1.90
DED EQ-GapX=4cm Max 3.90 DED EQ-GapY=2cm Max 1.86
DED EQ-GapX=4cm Min -3.90 DED EQ-GapY=2cm Min -1.86
Fase 2
Sismo Longitudinal
Sismo Transversal
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
Cuadro de Desplazamientos
Sismo Longitudinal Sismo Transversal
Joint OutputCaseStepType U1 Joint OutputCase StepType U2
Text Text Text cm Text Text Text cm
EI-sup EQ-TopeX Max 0.07 EI-sup EQ-TopeY Max 0.04
EI-sup EQ-TopeX Min -0.07 EI-sup EQ-TopeY Min -0.04
EI-inf EQ-TopeX Max 0.00 EI-inf EQ-TopeY Max 0.00
EI-inf EQ-TopeX Min 0.00 EI-inf EQ-TopeY Min 0.00
P1-sup EQ-TopeX Max 0.14 P1-sup EQ-TopeY Max 4.94
P1-sup EQ-TopeX Min -0.14 P1-sup EQ-TopeY Min -4.94
P1-inf EQ-TopeX Max 0.07 P1-inf EQ-TopeY Max 3.27
P1-inf EQ-TopeX Min -0.07 P1-inf EQ-TopeY Min -3.27
P2-sup EQ-TopeX Max 0.05 P2-sup EQ-TopeY Max 7.57
P2-sup EQ-TopeX Min -0.05 P2-sup EQ-TopeY Min -7.57
P2-inf EQ-TopeX Max 0.01 P2-inf EQ-TopeY Max 5.00
P2-inf EQ-TopeX Min -0.01 P2-inf EQ-TopeY Min -5.00
P3-sup EQ-TopeX Max 0.08 P3-sup EQ-TopeY Max 4.84
P3-sup EQ-TopeX Min -0.08 P3-sup EQ-TopeY Min -4.84
P3-inf EQ-TopeX Max 0.04 P3-inf EQ-TopeY Max 1.89
P3-inf EQ-TopeX Min -0.04 P3-inf EQ-TopeY Min -1.89
ED-sup EQ-TopeX Max 0.07 ED-sup EQ-TopeY Max 0.05
ED-sup EQ-TopeX Min -0.07 ED-sup EQ-TopeY Min -0.05
ED-inf EQ-TopeX Max 0.01 ED-inf EQ-TopeY Max 0.02
ED-inf EQ-TopeX Min -0.01 ED-inf EQ-TopeY Min -0.02
Tabla de Desplazamientos en Neoprene Dsup - Dinf
Sismo Longitudinal Sismo Transversal
Joint OutputCaseStepType U1 Joint OutputCase StepType U2
Text Text Text cm Text Text Text cm
DEI EQ-TopeX Max 0.07 DEI EQ-TopeY Max 0.04
DEI EQ-TopeX Min -0.07 DEI EQ-TopeY Min -0.04
DP1 EQ-TopeX Max 0.07 DP1 EQ-TopeY Max 1.67
DP1 EQ-TopeX Min -0.07 DP1 EQ-TopeY Min -1.67
DP2 EQ-TopeX Max 0.05 DP2 EQ-TopeY Max 2.57
DP2 EQ-TopeX Min -0.05 DP2 EQ-TopeY Min -2.57
DP3 EQ-TopeX Max 0.04 DP3 EQ-TopeY Max 2.95
DP3 EQ-TopeX Min -0.04 DP3 EQ-TopeY Min -2.95
DED EQ-TopeX Max 0.06 DED EQ-TopeY Max 0.03
DED EQ-TopeX Min -0.06 DED EQ-TopeY Min -0.03
Fase 1+Fase 2
Tabla de Desplazamientos en Neoprene Dsup - Dinf
Sismo Longitudinal Sismo Transversal
Joint OutputCaseStepType U1 Joint OutputCase StepType U2
Text Text Text cm Text Text Text cm
DEI EQ-GapX=4cm Max 3.99 DEI EQ-GapY=2cm Max 3.41
DEI EQ-GapX=4cm Min -3.99 DEI EQ-GapY=2cm Min -3.41
DP1 EQ-GapX=4cm Max 1.49 DP1 EQ-GapY=2cm Max 3.19
DP1 EQ-GapX=4cm Min -1.49 DP1 EQ-GapY=2cm Min -3.19
DP2 EQ-GapX=4cm Max 1.46 DP2 EQ-GapY=2cm Max 1.15
DP2 EQ-GapX=4cm Min -1.46 DP2 EQ-GapY=2cm Min -1.15
DP3 EQ-GapX=4cm Max 2.46 DP3 EQ-GapY=2cm Max 4.85
DP3 EQ-GapX=4cm Min -2.46 DP3 EQ-GapY=2cm Min -4.85
DED EQ-GapX=4cm Max 3.97 DED EQ-GapY=2cm Max 1.89
DED EQ-GapX=4cm Min -3.97 DED EQ-GapY=2cm Min -1.89
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.70
3Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 
DISPOSICION DE LOS TOPES LATERALES
E1 y E2: Topes Laterales en Estribo Izquierdo
T1, T2, T3 y T4: Topes Laterales en Pilar Izquierdo
T5 al T8: Topes Laterales en Pilar Central
T9 al T12: Topes Laterales en Pilar Derecho
E3 y E4: Topes Laterales en Estribo Derecho
TABLA DE FUERZAS EN LOS TOPES LATERALES
ESTADO LIMITE: EVENTO EXTREMO
EQ-TopeY 75.0% (Sismo EQ-100Y+30X) (Fase 2)
TABLE: Element Forces - Links
Link LinkElemOutputCaseStepType P
Text Text Text Text Tonf
E1 E1 EQ-TopeY Max 41.17
E1 E1 EQ-TopeY Min -41.17
E2 E2 EQ-TopeY Max 41.01
E2 E2 EQ-TopeY Min -41.01
T1 T1 EQ-TopeY Max 0.84
T1 T1 EQ-TopeY Min -0.84
T2 T2 EQ-TopeY Max 0.85
T2 T2 EQ-TopeY Min -0.85
T3 T3 EQ-TopeY Max 0.70
T3 T3 EQ-TopeY Min -0.70
T4 T4 EQ-TopeY Max 0.70
T4 T4 EQ-TopeY Min -0.70
T5 T5 EQ-TopeY Max 1.72
T5 T5 EQ-TopeY Min -1.72
T6 T6 EQ-TopeY Max 1.72
T6 T6 EQ-TopeY Min -1.72
T7 T7 EQ-TopeY Max 1.28
T7 T7 EQ-TopeY Min -1.28
T8 T8 EQ-TopeY Max 1.28
T8 T8 EQ-TopeY Min -1.28
T9 T9 EQ-TopeY Max 0.18
T9 T9 EQ-TopeY Min -0.18
T10 T10 EQ-TopeY Max 0.18
T10 T10 EQ-TopeY Min -0.18
T11 T11 EQ-TopeY Max 0.45
T11 T11 EQ-TopeY Min -0.45
T12 T12 EQ-TopeY Max 0.44
T12 T12 EQ-TopeY Min -0.44
E3 E3 EQ-TopeY Max 37.28
E3 E3 EQ-TopeY Min -37.28
E4 E4 EQ-TopeY Max 37.16
E4 E4 EQ-TopeY Min -37.16
A
T
SA
Csm 5.2
.2.1
3/2

T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
E2 E1
E4 E3
T1
T3
T2
T4
T5
T7
T6
T8 T9
T11T10
T12
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
Pantalla 
Izquierda
Pantalla 
Derecha
.70
.703Ø1"
3Ø1"
4Ø1"
4Ø1"
2/3
1.2
2.5sm
m
AS
C A
T
 