Memoria de Cálculo Estructural Vivienda Cerinza-Boyacá

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MEMORIAS DE CÁLCULO
ESTRUCTURAL
VIVIENDA UNIFAMILIAR NEIDER ESPITIA
LOTE #11, Cerinza-Boyacá
Según Parámetros del Reglamento Colombiano de Construcción
SismoResistente NSR-10.
Realizado por:
Heins Maicol Peña Medina
Ingeniero Civil - Especialista en Estructuras
DUITAMA – BOYACÁ
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TABLA DE CONTENIDO
1
2
3
4
5
LOCALIZACIÓN .............................................................................4
GENERALIDADES Y FILOSOFÍA DE DISEÑO .............................4
SISTEMA ESTRUCTURAL .............................................................4
TIPO DE ANÁLISIS ESTRUCTURAL Y MÉTODO DE DISEÑO ....5
MATERIALES DE CONSTRUCCIÓN .............................................5
5.1 CONCRETO REFORZADO .......................................................5
5.1.1
Sistema de vigas, columnas, pantallas, viguetas y
cimentación. ....................................................................................5
5.2 ACERO DE REFUERZO ............................................................6
5.3 MALLAS ELECTROSOLDADAS ................................................6
6 REGLAMENTACIÓN VIGENTE .....................................................6
7 ESPECTRO DE DISEÑO ................................................................6
8 AVALÚO DE CARGAS ...................................................................7
9 ANÁLISIS SÍSMICO Y COMBINACIONES DE CARGA ................8
10 ANÁLISIS DINÁMICO Y PRESENTACIÓN DEL MODELO
MATEMÁTICO ....................................................................................13
11 VERIFICACIÓN DE DERIVAS....................................................19
12 VERIFICACIÓN DE DEFLEXIONES VERTICALES ..................21
13 DISEÑO
DE
ELEMENTOS
ESTRUCTURALES
DE
RESISTENCIA SÍSMICA .....................................................................22
13.1 DISEÑO DE PÓRTICOS DE CONCRETO REFORZADO. ...22
13.2 DISEÑO DE LA CIMENTACIÓN ...........................................22
14 DISEÑO DE ESCALERAS .........................................................24
15 MUROS NO ESTRUCTURALES ................................................25
ANEXO 1 – PRESENTACIÓN DEL MODELO MATEMÁTICO
ANEXO 2 – DISEÑO DE VIGAS, VIGUETAS Y COLUMNAS
ANEXO 3 – DISEÑO DE ELEMENTOS DE CIMENTACIÓN
ANEXO 4 – DISEÑO DE MUROS NO ESTRUCTURALES
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LISTA DE ILUSTRACIONES
Ilustración 3-1 Identificación de pórticos en planta ................................4
Ilustración 3-2. Sistema de cimentación ................................................5
Ilustración 7-1. Espectro lineal elástico de aceleraciones .....................7
Ilustración 10-1. Esquema 3D del modelo matemático de análisis .....13
Ilustración 10-2. Secciones estructurales utilizadas ............................13
Ilustración 10-3. Sobrecarga muerta aplicada .....................................14
Ilustración 10-4. Sobrecarga viva aplicada ..........................................14
Ilustración 10-5. Agregar sobrecargas muertas linealmente distribuidas.
.............................................................................................................15
Ilustración 10-6. Deformada por periodo fundamental de vibración ....15
Ilustración 10-7. Deformada por carga sísmica en dirección X ...........16
Ilustración 10-8. Deformada por carga sísmica en dirección Y ...........16
Ilustración 10-9. Deformada por cargas gravitacionales .....................17
Ilustración 10-10. Envolvente de diagramas de momentos flectores M33
.............................................................................................................17
Ilustración 10-11. Envolvente de cortantes ..........................................18
Ilustración 10-12. Envolventes de cargas axiales sobre columnas .....18
Ilustración 11-1. Derivas por piso en dirección X ................................19
Ilustración 11-2. Derivas en dirección X ..............................................19
Ilustración 11-3. Derivas por piso en Y ................................................20
Ilustración 11-4. Derivas en Y..............................................................20
Ilustración 12-1. Deflexiones verticales causadas por cargas verticales
.............................................................................................................21
Ilustración 12-2. Cálculo de deflexión a largo plazo ............................21
lustración 13-1. Etiquetas de puntos en cimentación ..........................22
Ilustración 13-2. Cargas bajantes por columnas .................................23
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1 LOCALIZACIÓN
Dirección:
Municipio:
Departamento:
Zona de amenaza
sísmica:
Lote #11
Cerinza
Boyacá
Alta
2 GENERALIDADES Y FILOSOFÍA DE DISEÑO
Edificación multifamiliar de 2 niveles de altura, con uso residencial con luces que figuran
entre los 3.02 m a 5.15 m de longitud. Su sistema estructural se basa en pórticos resistentes a momentos con capacidad especial de disipación de energía. Los pórticos se han
vinculado entre sí por medio de vigas de concreto. La vinculación se da en ambas direcciones principales de análisis en planta (X y Y). Las demás características estructurales se
han definido en el título 3 del presente informe.
3 SISTEMA ESTRUCTURAL
•
SISTEMA ESTRUCTURAL DE RESISTENCIA SÍSMICA: Pórticos resistentes a momento con capacidad especial de disipación de energía DES. Aplicabilidad según tabla
A.3-3 del NSR-10 numeral 2 literal a).
Ilustración 3-1 Identificación de pórticos en planta
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• SISTEMA ESTRUCTURAL DE CIMENTACIÓN: Cimentación superficial compuesta
por vigas de amarre que vinculan zapatas aisladas, asi mismo cuenta con vigas de
contrapeso que vinculas a zapatas medianeras, que transfieren las cargas a los niveles
de fundación (N-1.00m).
Ilustración 3-2. Sistema de cimentación
4 TIPO DE ANÁLISIS ESTRUCTURAL Y MÉTODO DE DISEÑO
Análisis dinámico de tipo modal espectral elástico con 30 (treinta) modos de vibración que
excitan o logran la participación de más del 90% de la masa sísmica. Lo anterior aplicable
de acuerdo con el artículo A.3.4.2.2 del NSR-10. Para el diseño estructural se ha utilizado
el método de la resistencia última (LRFD).
5 MATERIALES DE CONSTRUCCIÓN
5.1
CONCRETO REFORZADO
5.1.1 Sistema de vigas, columnas, pantallas, viguetas y cimentación.
F’c = 21 MPa = 3.000 psi
E = 18.7 GPa
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5.2
ACERO DE REFUERZO
NTC 2289 (ASTM A-706M) Gr. 60
Fy = 420MPa = 60.000 psi
E = 200 GPa
5.3
MALLAS ELECTROSOLDADAS
NTC 2310 (ASTM A-497M)
Fy = 485MPa = 70.000 psi
E = 200 GPa
6 REGLAMENTACIÓN VIGENTE
•
Reglamento Colombiano de Construcción Sismo Resistente NSR-10, especialmente los
Capítulos:
C.21.5 – elementos sometidos a flexión en pórticos especiales resistentes a momento con capacidad especial de disipación de energía (Des).
o C.21.6 – elementos sometidos a flexión y carga axial pertenecientes a pórticos
especiales resistentes a momento con capacidad especial de disipación de energía.
o
•
•
•
•
•
•
7
Decreto 926 de 2010.
Decreto 2525 de 2010.
Decreto 092 de 2011.
Decreto 340 de 2012.
Decreto 945 de 2017
ACI 318-08.
ESPECTRO DE DISEÑO
Perfil de suelo
Grupo de uso
Coeficiente de Aceleración Pico Efectiva (Aa)
D
I
0.20
Coeficiente de Velocidad Pico Efectiva (Av)
0.25
Coeficiente de ampliación (Fa)
Coeficiente de ampliación (Fv)
Coeficiente de Importancia (I)
1.40
1.90
1.00
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Máxima aceleración
Horizontal de Diseño
Ilustración 7-1. Espectro lineal elástico de aceleraciones
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
Periodo (s)
8 AVALÚO DE CARGAS
El avalúo de cargas detallado se muestra a continuación:
Acabados
1. NIVEL DE ENTREPISO 2 N+2.80 (Placa aligerada H=.30)
120
kgf /m2
Particiones (bloque)
145.02
kgf /m2
Cielo raso + tuberías + redes
20
kgf /m2
Entrepiso placa (Placa aligerada H=.30)
220
kgf /m2
SOBRECARGA MUERTA
505
kgf /m2
SOBRECARGA VIVA L (VIVIENDA)
180
kgf /m2
SOBRECARGA GRANIZO
0
kgf /m2
CARGA REAL
685.0
kgf /m2
894.0256959
kgf /m2
CARGA ÚLTIMA (1.2*CM+1.6*CV)
(3.87 * 2.50 * 1400) / 93.40
500 BALCONES
+ peso propio
2. NIVEL DE TERRAZA N+5.60 (Placa aligerada H=.30)
Acabados
120
kgf /m2
Particiones (bloque)
0
kgf /m2
Cielo raso + tuberías + redes
20
kgf /m2
Entrepiso placa (Placa aligerada H=.30)
220
kgf /m2
SOBRECARGA MUERTA
360
kgf /m2
SOBRECARGA VIVA L (TERRAZA)
500
kgf /m2
SOBRECARGA GRANIZO
100
kgf /m2
CARGA REAL
860.0
kgf /m2
CARGA ÚLTIMA (1.2*CM+1.6*CV)
1232
kgf /m2
CORREDORES Y ESCALERAS
Acabados
120
kgf /m2
Torta + pasos
504
kgf /m2
SOBRECARGA MUERTA
624
kgf /m2
SOBRECARGA VIVA L
300
kgf /m2
+ peso propio
VIGA 1 ESCALERA
1416.48
kgf /m
681
kgf /m
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CARGA REAL
924
kgf /m2
CARGA ÚLTIMA (1.2*CM+1.6*CV)
1228.8
kgf /m2
SOBRECARGA MUERTA DE CULATAS Y ANTEPECHOS CUBIERTA
e culata =
0.15
m
H prom. culata =
1.5
m
W mampostería =
1400
kgf /m3
W culata =
315.0
kgf /m
SOBRECARGA MUERTA DE ANTEPECHOS PERIMETRALES
e antepecho =
0.15
m
H prom. Ante. =
1.5
m
W mampostería =
1400
kgf /m3
W antepecho =
315.0
kgf /m
SOBRECARGA MUERTA MUROS PERIMETRALES (SOBRE VIGAS PERIMETRO)
e muro =
0.15
m
H muro =
2.5
m
W mampostería =
1400
kgf /m3
W muro =
525.0
kgf /m
SOBRECARGA MUERTA TANQUES
W tanques =
500
kgf
A placa =
4.31
m2
W total =
116
kgf /m2
W tanque/área =
116
kgf /m3
9 ANÁLISIS SÍSMICO Y COMBINACIONES DE CARGA
A continuación, se muestran los parámetros sísmicos de diseño, combinaciones de carga
y demás variables pertinentes al diseño y análisis estructural. En conclusión, se tiene:
Sa (g)
Ro
Ω0
p
a
r
RX
RY
Vs estático
Vs dinámico (90% del Vs estático)
Factor de ajuste en X
Factor de ajuste en Y
0.70
7.0 en dirección X
7.0 en dirección Y
3.00
1.00
1.00
1.00
7.00
7.00
50.8 Tonf
45.7 Tonf
1.00
1.00
A continuación, se muestran las combinaciones de carga consideradas tanto para el diseño de
elementos estructurales (resistencia última) como para el dimensionamiento de la cimentación
(esfuerzos admisibles).
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C
TC
Comb
o1
1.4
0
D
+
0.0
0
L
+
0.0
0
L
+
0.5
0
1.0
0
L
+
1.6
0
+
0.0
0
L
+
1.6
0
D
+
0.0
0
L
+
1.6
0
1.2
0
D
+
1.0
0
L
+
0.5
0
1.2
0
D
+
1.0
0
L
+
0.5
0
1.2
0
D
+
1.0
0
L
+
0.0
0
1.2
0
D
+
1.0
0
L
+
0.0
0
1.2
0
D
+
1.0
0
L
+
0.0
0
1.2
0
D
+
1.0
0
L
+
0.0
0
1.2
0
D
+
1.0
0
L
+
0.0
0
1.2
0
D
+
1.0
0
L
+
0.0
0
1.2
0
D
+
1.0
0
L
+
0.0
0
1.2
0
D
+
1.0
0
L
+
0.0
0
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Comb
o2
Comb
o2
1.2
0
D
+
1.6
0
Comb
o3
Com
bo 3
1.2
0
D
+
Comb
o4
Com
bo 4
1.2
0
D
Comb
o5
Comb
o5
1.2
0
Comb
o6
Comb
o6
Comb
o7
Comb
o7
Comb
o8
Comb
o8
Comb
o 11
Comb
o9
Comb
o 13
Comb
o 14
Comb
o 15
COMBINACIONES GRAVITACIONAL
COMBINACIONES SISMO
Comb
o 10
COMBINACIONES SISMO
Comb
o9
Comb
o 10
0.9
0
D
+
0.0
0
L
+
0.0
0
Comb
o 17
Comb
o 11
0.9
0
D
+
0.0
0
L
+
0.0
0
Comb
o 18
Comb
o 12
0.9
0
D
+
0.0
0
L
+
0.0
0
0.9
0
D
+
0.0
0
L
+
0.0
0
0.9
0
D
+
0.0
0
L
+
0.0
0
0.9
0
D
+
0.0
0
L
+
0.0
0
Comb
o 21
COMBINACIONES SISMO
Comb
o 20
C. G.
Comb
o 16
Comb
o 19
C
T
C
C
T
C
C
T
C
C
T
C
+
0.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.5
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
-
0.5
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
1.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
-
1.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.1
43
S
X
+
0.0
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.1
43
S
X
+
0.0
43
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.1
43
S
X
-
0.0
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.1
43
S
X
-
0.0
43
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
43
S
X
+
0.1
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.0
43
S
X
+
0.1
43
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
43
S
X
-
0.1
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.0
43
S
X
-
0.1
43
S
Y
+
0.0
0
H
+
1.0
0
W
+
0.0
0
H
-
1.0
0
W
+
0.0
0
H
+
0.0
0
W
+
0.1
43
S
X
+
0.0
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.1
43
S
X
+
0.0
43
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.1
43
S
X
-
0.0
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.1
43
S
X
-
0.0
43
S
Y
+
0.0
0
H
signo
T
C
signo
Comb
o1
Comb
o 12
C
signo
T
C
signo
C
signo
DINÁMICO
signo
ESTÁTICO
Comb
o 22
Comb
o 13
Comb
o 23
Comb
o 24
Comb
o 25
COMBINACIONES SISMO
Página 10 | 25
0.9
0
D
+
0.0
0
L
+
0.0
0
0.9
0
D
+
0.0
0
L
+
0.0
0
0.9
0
D
+
0.0
0
L
+
0.0
0
0.9
0
D
+
0.0
0
L
+
0.0
0
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
+
0.0
0
W
+
0.0
43
S
X
+
0.1
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.0
43
S
X
+
0.1
43
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
43
S
X
-
0.1
43
S
Y
+
0.0
0
H
+
0.0
0
W
-
0.0
43
S
X
-
0.1
43
S
Y
+
0.0
0
H
Comb
o 28
Comb
o 29
Comb
o 30
Comb
o 15
Comb
o 31
Comb
o 32
Comb
o 33
Comb
o 34
Comb
o 16
Comb
o 35
Comb
o 36
Comb
o 37
Comb
o 38
Comb
o 17
Comb
o 39
Comb
o 40
Comb
o 41
COMBINACIONES SISMO
Comb
o 27
COMBINACIONES SISMO
Comb
o 14
COMBINACIONES SISMO
Comb
o 26
COMBINACIONES SISMO
COMBINACIONES DE CARGA PARA EL DISEÑO A CORTANTE EN VIGAS DE CONCRETO REFORZADO
1.2
0
D
+
1.0
0
L
+
0.0
1.2
0
D
+
1.0
0
L
+
0.0
1.2
0
D
+
1.0
0
L
+
0.0
1.2
0
D
+
1.0
0
L
+
0.0
1.2
0
D
+
1.0
0
L
+
0.0
1.2
0
D
+
1.0
0
L
+
0.0
1.2
0
D
+
1.0
0
L
+
0.0
1.2
0
D
+
1.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
0.9
0
D
+
0.0
0
L
+
0.0
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
+
0.0
W
+
0.2
86
S
X
+
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.2
86
S
X
+
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
+
0.2
86
S
X
-
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.2
86
S
X
-
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
+
0.0
86
S
X
+
0.2
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.0
86
S
X
+
0.2
86
S
Y
+
0.0
0
H
+
0.0
W
+
0.0
86
S
X
-
0.2
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.0
86
S
X
-
0.2
86
S
Y
+
0.0
0
H
+
0.0
W
+
0.2
86
S
X
+
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.2
86
S
X
+
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
+
0.2
86
S
X
-
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.2
86
S
X
-
0.0
86
S
Y
+
0.0
0
H
+
0.0
W
+
0.0
86
S
X
+
0.2
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.0
86
S
X
+
0.2
86
S
Y
+
0.0
0
H
+
0.0
W
+
0.0
86
S
X
-
0.2
86
S
Y
+
0.0
0
H
+
0.0
W
-
0.0
86
S
X
-
0.2
86
S
Y
+
0.0
0
H
S
Y
+
0.0
0
H
COMBINACIONES DE CARGA PARA EL DISEÑO A CORTANTE EN COLUMNAS DE CONCRETO REFORZADO
Comb
o 42
Comb
o 18
1.3
D
+
1.0
0
L
+
0.0
Lr o
G o
Le
+
0.0
W
+
0.3
57
S
X
+
0.1
07
Página 11 | 25
Comb
o 43
1.3
4
D
+
1.0
0
L
+
0.0
Comb
o 44
1.3
4
D
+
1.0
0
L
+
0.0
Comb
o 45
1.3
4
D
+
1.0
0
L
+
0.0
1.1
D
+
1.0
0
L
+
0.0
Comb
o 47
1.0
6
D
+
1.0
0
L
+
0.0
Comb
o 48
1.0
6
D
+
1.0
0
L
+
0.0
Comb
o 49
1.0
6
D
+
1.0
0
L
+
0.0
1.3
D
+
1.0
0
L
+
0.0
Comb
o 51
1.3
4
D
+
1.0
0
L
+
0.0
Comb
o 52
1.3
4
D
+
1.0
0
L
+
0.0
Comb
o 53
1.3
4
D
+
1.0
0
L
+
0.0
1.1
D
+
1.0
0
L
+
0.0
Comb
o 55
1.0
6
D
+
1.0
0
L
+
0.0
Comb
o 56
1.0
6
D
+
1.0
0
L
+
0.0
Comb
o 57
1.0
6
D
+
1.0
0
L
+
0.0
1
1
+
0.0
0
L
+
0.0
Comb
o 59
1.0
4
D
+
0.0
0
L
+
0.0
Comb
o 60
1.0
4
D
+
0.0
0
L
+
0.0
Comb
o 61
1.0
4
D
+
0.0
0
L
+
0.0
0.8
D
+
0.0
0
L
+
0.0
Comb
o 63
0.7
6
D
+
0.0
0
L
+
0.0
Comb
o 64
0.7
6
D
+
0.0
0
L
+
0.0
Comb
o 65
0.7
6
D
+
0.0
0
L
+
0.0
Comb
o 46
Comb
o 50
Comb
o 54
Comb
o 58
Comb
o 62
Comb
o 19
Comb
o 20
Comb
o 21
Comb
o 22
Comb
o 23
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
+
0.0
W
-
0.3
57
S
X
+
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
+
0.3
57
S
X
-
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
-
0.3
57
S
X
-
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
+
0.3
57
S
X
+
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
-
0.3
57
S
X
+
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
+
0.3
57
S
X
-
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
-
0.3
57
S
X
-
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
+
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
+
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
+
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
+
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
+
0.3
57
S
X
+
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
-
0.3
57
S
X
+
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
+
0.3
57
S
X
-
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
-
0.3
57
S
X
-
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
+
0.3
57
S
X
+
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
-
0.3
57
S
X
+
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
+
0.3
57
S
X
-
0.1
07
S
Y
+
0.0
0
H
+
0.0
W
-
0.3
57
S
X
-
0.1
07
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Y
+
0.0
0
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Página 12 | 25
Comb
o 66
1
D
+
0.0
0
L
+
0.0
Comb
o 67
1.0
4
D
+
0.0
0
L
+
0.0
Comb
o 68
1.0
4
D
+
0.0
0
L
+
0.0
Comb
o 69
1.0
4
D
+
0.0
0
L
+
0.0
0.8
D
+
0.0
0
L
+
0.0
Comb
o 71
0.7
6
D
+
0.0
0
L
+
0.0
Comb
o 72
0.7
6
D
+
0.0
0
L
+
0.0
Comb
o 73
0.7
6
D
+
0.0
0
L
+
0.0
Comb
o 70
Comb
o 24
Comb
o 25
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
+
0.0
W
+
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
+
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
+
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
+
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
+
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
W
-
0.1
07
S
X
-
0.3
57
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
1.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
-
1.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.1
00
S
X
+
0.0
30
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
30
S
X
+
0.1
00
S
Y
+
0.0
0
H
+
0.7
5
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
-
0.7
5
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
75
S
X
+
0.0
23
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.0
23
S
X
+
0.0
75
S
Y
+
0.0
0
H
+
1.0
0
W
+
0.0
00
S
X
+
0.0
00
S
Y
+
0.0
0
H
+
0.0
0
W
+
0.1
00
S
X
+
0.0
30
S
Y
+
0.0
0
H
COMBINACIONES DE CARGA PARA EL DISEÑO DE CIMENTACIÓN
Comb 1 CIM
1.0
0
D
+
0.0
0
L
+
0.0
0
Comb 2 CIM
1.0
0
D
+
1.0
0
L
+
0.0
0
Comb 3 CIM
1.0
0
D
+
0.0
0
L
+
1.0
0
Comb 4 CIM
1.0
0
D
+
0.7
5
L
+
0.7
5
Comb 5 CIM
1.0
0
D
+
0.0
0
L
+
0.0
0
Comb 6 CIM
1.0
0
D
+
0.0
0
L
+
0.0
0
Comb 7 CIM
1.0
0
D
+
0.0
0
L
+
0.0
0
Comb 8 CIM
1.0
0
D
+
0.0
0
L
+
0.0
0
Comb 9 CIM
1.0
0
D
+
0.7
5
L
+
0.7
5
Comb 10 CIM
1.0
0
D
+
0.7
5
L
+
0.7
5
Comb 11 CIM
1.0
0
D
+
0.7
5
L
+
0.7
5
Comb 12 CIM
1.0
0
D
+
0.7
5
L
+
0.7
5
Comb 13 CIM
0.6
0
D
+
0.0
0
L
+
0.0
0
Comb 14 CIM
0.6
0
D
+
0.0
0
L
+
0.0
0
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Lr o
G o
Le
Página 13 | 25
Comb 15 CIM
0.6
0
D
+
0.0
0
L
+
0.0
0
Lr o
G o
Le
+
0.0
0
W
+
0.0
30
S
X
+
0.1
00
S
Y
+
0.0
0
H
10 ANÁLISIS DINÁMICO Y PRESENTACIÓN DEL MODELO MATEMÁTICO
Ilustración 10-1. Esquema 3D del modelo matemático de análisis
Ilustración 10-2. Secciones estructurales utilizadas
Página 14 | 25
Ilustración 10-3. Sobrecarga muerta aplicada
Ilustración 10-4. Sobrecarga viva aplicada
Página 15 | 25
Ilustración 10-5. Agregar sobrecargas muertas linealmente distribuidas.
Ilustración 10-6. Deformada por periodo fundamental de vibración
Página 16 | 25
Ilustración 10-7. Deformada por carga sísmica en dirección X
Ilustración 10-8. Deformada por carga sísmica en dirección Y
Página 17 | 25
Ilustración 10-9. Deformada por cargas gravitacionales
Ilustración 10-10. Envolvente de diagramas de momentos flectores M33
Página 18 | 25
Ilustración 10-11. Envolvente de cortantes
Ilustración 10-12. Envolventes de cargas axiales sobre columnas
Es importante aclarar que la presentación del modelo se da en el Anexo 1 – PRESENTACIÓN DEL
MODELO MATEMÁTICO.
Página 19 | 25
11 VERIFICACIÓN DE DERIVAS
Para este tipo de estructuras, el reglamento establece una deriva máxima del 1.0 %. En
ningún caso se han excedido las derivas máximas en cada dirección principal de análisis.
Las derivas del proyecto se muestran a continuación:
Ilustración 11-1. Derivas por piso en dirección X
Ilustración 11-2. Derivas en dirección X
Página 20 | 25
Ilustración 11-3. Derivas por piso en Y
Ilustración 11-4. Derivas en Y
La deriva máxima se presenta en el sentido X sobre el nivel de cubierta, siendo esta de .99%,
cumpliendo así con la máxima permitida del 1%
Página 21 | 25
12 VERIFICACIÓN DE DEFLEXIONES VERTICALES
La deflexión vertical más grande del proyecto se localiza en el eje 3 en el vano comprendido entre
ejes A y B, de acuerdo con la ilustración 12-1.
Ilustración 12-1. Deflexiones verticales causadas por cargas verticales
Caso de
carga
Viva
Muerta +
viva
Largo plazo
Deflexión
presentada
(mm)
1.39
2.84
Límite de
deflexión
(mm)
11.11
8.33
4.8
8.33
Ilustración 12-2. Cálculo de deflexión a largo plazo
Con lo anterior, se verifica la deflexión a largo plazo y se valida que cumple de acuerdo con
las especificaciones del NSR-10.
Página 22 | 25
13 DISEÑO DE ELEMENTOS ESTRUCTURALES DE RESISTENCIA SÍSMICA
13.1 DISEÑO DE PÓRTICOS DE CONCRETO REFORZADO.
Los pórticos de concreto se han diseñado y detallado de acuerdo con los requerimientos definidos en C.21.5 – ELEMENTOS SOMETIDOS A FLEXIÓN EN PÓRTICOS ESPECIALES RESISTENTES A MOMENTO CON CAPACIDAD ESPECIAL DE DISIPACIÓN DE ENERGÍA
(DES) para vigas.
C.21.6 – ELEMENTOS SOMETIDOS A FLEXIÓN Y CARGA AXIAL PERTENECIENTES A
PÓRTICOS ESPECIALES RESISTENTES A MOMENTO CON CAPACIDAD ESPECIAL DE
DISIPACIÓN DE ENERGÍA (DES) para columnas.
Se ha implementado C.21.7 – NUDOS EN PÓRTICOS ESPECIALES RESISTENTES A MOMENTO CON CAPACIDAD ESPECIAL DE DISIPACIÓN DE ENERGÍA (DES) para el detallado de acero de refuerzo de las uniones viga – columna.
En todos los casos se ha verificado que las resistencias nominales reducidas de los elementos
son mayores a las solicitaciones últimas actuantes sobre los mismos. Las memorias de cálculo
detalladas se encuentran en el Anexo 2 – DISEÑO DE VIGAS Y COLUMNAS en donde se
muestran las envolventes de solicitaciones para cortante y flexión en vigas, así como las envolventes de interacción para columnas.
13.2 DISEÑO DE LA CIMENTACIÓN
La cimentación se compone de vigas de amarre, vigas de contrapeso, zapatas centradas y
zapatas excéntricas. Las cargas reales a cimentación (cargas sin mayorar) se muestran en la
ilustración 13-1.
lustración 13-1. Etiquetas de puntos en cimentación
Página 23 | 25
Ilustración 13-2. Cargas bajantes por columnas
Las vigas de cimentación se han diseñado de acuerdo con los requisitos C.15.13 – VIGAS DE
CIMENTACIÓN y C.21.3.4. Por otra parte, las zapatas se han diseñado siguiendo los requerimientos dados en C.15.3 – ZAPATAS QUE SOPORTAN COLUMNAS O PEDESTALES DE
FORMA CIRCULAR O POLÍGONO REGULAR.
Las memorias de cálculo detalladas se encuentran en el Anexo 3 – DISEÑO DE ELEMENTOS
DE CIMENTACIÓN, VIGAS DE CONTRAPESO Y ZAPATAS.
Cabe resaltar que se deben acatar las recomendaciones del ingeniero geotecnista del mejoramiento de suelo a implementar previo a la construcción de la cimentación.
Página 24 | 25
14 DISEÑO DE ESCALERAS
La escalera se ha diseñado de manera autoportante.
Evaluación de Cargas
- Carga Muerta
Peso Propio = 2.4 KN/m2
Acabados =6.5 KN/m2
Pega =6.0 KN/m2
Sobrecarga =2.0 KN/m2
Subtotal =6.5KN/m2
-
Carga Viva
Carga Viva =3.0 KN/m2
-
Mayoración de Cargas
Wt= 6.78+6.0
Wt= 12.78 KN/m2
Página 25 | 25
15 MUROS NO ESTRUCTURALES
Se plantean tres tipos de muros divisorios no estructurales: Muros de fachada, muros internos
y antepechos. El cálculo se ha enfocado en diseñar los elementos de anclaje de los muros a
la estructura principal para evitar su vuelco y por tanto su falla. La memoria de cálculo detallada
se encuentra en el Anexo 4 – DISEÑO DE MUROS NO ESTRUCTURALES.
Cordialmente,
________________________________________
HEINS MAICOL PEÑA MEDINA
161037-0582907 TLM
Ingeniero civil - Especialista en estructuras
C.C. 1.110.596.722 de Ibagué
Celular: 3015837805
[email protected]
ANEXO 1 - PRESENTACIÓN DE
MODELO MATEMÁTICO
Structure Data
8/09/2024
1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates,
and element connectivity.
1.1 Story Data
Table 1.1 - Story Definitions
Tower
Name
Height
m
Master
Story
Similar To
Splice
Story
Color
T1
PlacaTanque
2.8
Yes
None
No
Magenta
T1
Cubierta
2.8
No
PlacaTanque
No
Yellow
T1
Piso2
2.8
No
PlacaTanque
No
Gray8Dark
1.2 Grid Data
Table 1.2 - Grid Definitions - General
Tower
Name
Type
Ux
m
Uy
m
Rz
deg
Story
Range
Bubble
Size
m
Color
T1
G1
Cartesian
0
0
0
Default
1.25
Gray6
Table 1.3 - Grid Definitions - Grid Lines
Name
Grid Line Type
ID
X1
m
Y1
m
X2
m
Y2
m
G1
General (Cartesian)
1
8.2911
-0.4827
0.5911
-0.6402
Bubble
Visible
Location
End
Yes
G1
General (Cartesian)
2
8.2911
0.15
0.5911
0.15
End
Yes
G1
General (Cartesian)
3
8.2911
4.8402
0.5911
4.8402
End
Yes
G1
General (Cartesian)
4
8.2911
7.0402
0.5911
7.0402
End
Yes
G1
General (Cartesian)
5
8.2911
10.4422
0.5911
10.4422
End
G1
General (Cartesian)
6
8.2911
12.9423
0.5911
12.9423
End
Yes
G1
General (Cartesian)
A
0.1606
0.15
0.5911
12.9423
End
Yes
G1
General (Cartesian)
B
4.5911
-0.4827
4.5911
12.9423
End
Yes
G1
General (Cartesian)
C
8.2911
-0.4827
8.2911
12.9423
End
Yes
Yes
1.3 Point Coordinates
Table 1.4 - Point Bays
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
1
No
0.5911
12.9423
0
2
No
8.2911
12.9423
0
3
No
8.2911
-1.7507
0
4
No
4.5911
-1.7507
0
5
No
4.5911
12.9423
0
6
No
0.1309
-0.7327
0
7
No
4.5911
-0.7327
0
8
No
0.15
0
9
No
0.1606
0.15
0
10
No
0.3184
4.8402
0
11
No
8.2911
4.8402
0
12
No
4.5911
7.0402
0
13
No
0.3925
7.0402
0
Model File: 260722_Etabs_Casa_Alcala, Revision 0
14
No
0.3656
6.2421
0
8/09/2024
15
No
2.0731
6.2421
0
Structure Data
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Structure Data
8/09/2024
Table 1.4 - Point Bays (continued)
Table 1.6 - Beam Bays (continued)
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
Label
19
2
16
No
2.0731
4.8402
0
B21
9
28
17
No
2.0731
7.0402
0
B24
28
30
18
No
12
B20
PointBayI PointBayJ
0.507
10.4422
0
B25
24
19
No
8.2911
10.4422
0
B26
12
20
No
8.2911
7.0402
0
B27
6
9
21
No
8.2911
2.8473
0
B28
7
28
22
No
4.5911
10.4422
0
B29
10
14
24
No
4.5911
4.8402
0
B30
14
13
25
No
4.5911
5.9402
0
B31
13
18
27
No
4.5911
2.8473
0
B32
18
1
28
No
4.5911
-0.4827
0
B33
10
16
30
No
8.2911
-0.4827
0
B34
16
24
B35
24
11
B36
13
17
B37
17
12
B38
16
15
B39
15
17
B40
24
25
B41
25
12
B42
28
B51
30
11
B52
3
30
B55
28
24
1.4 Line Connectivity
Table 1.5 - Column Bays
Label
PointBayI PointBayJ IEndStory
C1
1
1
Below
C2
2
2
Below
C3
19
19
Below
C4
5
5
Below
C5
18
18
Below
C6
22
22
Below
C7
12
12
Below
C8
13
13
Below
22
8
1.5 Area Connectivity
C9
10
10
Below
C10
11
11
Below
C11
9
9
Below
Label
C12
20
20
Below
F1
1
22
C15
24
24
Below
F1
2
12
C20
28
28
Below
F1
3
17
30
30
Below
F1
4
13
5
18
C21
Table 1.7 - Floor Bays
Label
NumPoints PointNumber PointBay
5
F1
Table 1.6 - Beam Bays
ETABS v19.1.0
4.5911
F2
PointBayI PointBayJ
1
8
F2
2
24
3
11
4
30
5
28
B1
12
20
F2
B2
1
5
F2
B3
4
3
F2
B4
5
2
F3
B5
11
20
B6
6
5
6
1
16
F3
2
24
7
F3
3
8
28
B7
20
19
F3
4
B10
14
15
F3
5
9
B11
16
17
F3
6
10
B13
8
24
F4
1
6
4
B14
4
7
F4
2
7
B15
18
22
F4
3
28
B16
22
19
F4
4
9
B17
9
10
F5
1
25
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Structure Data
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Structure Data
8/09/2024
Table 1.7 - Floor Bays (continued)
Table 1.10 - Mass Summary by Group
Label
NumPoints PointNumber PointBay
F5
2
24
F5
3
11
F5
4
20
F5
5
12
1
16
F8
2
24
F8
3
12
F8
4
17
1
14
F9
2
10
F9
3
16
4
15
1
7
F8
4
F9
4
F9
F10
5
F10
2
F10
3
3
F10
4
30
F10
5
28
F11
4
1
22
2
12
F11
3
F11
4
19
1
16
5
F13
2
24
3
28
F13
4
9
F13
5
10
1
3
F16
2
4
F16
3
7
F16
4
28
F16
5
30
5
F23
4
5.67095
0
17.25909
17.25909
0
Table 1.11 - Group Definitions
Name
Color
All
Yellow
Steel
Concrete Composite
Design? Design?
Design?
No
No
No
20
F13
F16
All
1.7 Groups
4
F11
F13
Self
Self Mass
Mass X
Mass Y
Mass Z
Weight
Group
tonf-s2/m
tonf-s2/m tonf-s2/m tonf-s2/m
tonf
1
28
F23
2
30
F23
3
11
F23
4
24
1.6 Mass
Table 1.8 - Mass Source Definition
Include Include
Source Source Source
Move
Is
Lump
Load
Lateral Vertical
Self
Added
Load
Mass
Multiplier
Default
Mass?
Pattern
Mass? Mass?
Mass? Mass? Patterns? Centroid?
Name
MsSrc1
Yes
Yes
No
Yes
Yes
No
Yes
No
SDead
1
Table 1.9 - Mass Summary by Story
UX
UY
UZ
tonf-s2/m tonf-s2/m tonf-s2/m
Story
PlacaTanque
0.72754
0
Cubierta
6.66801
6.66801
0
Piso2
9.40047
0.72754
9.40047
0
Piso1
0.46308
0.46308
0
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Properties
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2.4 Reinforcement Sizes
Table 2.4 - Reinforcing Bar Sizes
This chapter provides property information for materials, frame sections, shell sections, and links.
2.1 Materials
Table 2.1 - Material Properties - General
Material
Type
SymType
Grade
Color
21 MPa
Concrete
Isotropic
f'c 3000 psi
Red
A416Gr270
Tendon
Uniaxial
Grade 270
Blue
A572Gr50
Steel
Isotropic
Grade 50
Blue
A615Gr60
Rebar
A653SQGr40 S.M ColdFormed
A706Gr60
Rebar
Uniaxial
Grade 60
Yellow
Isotropic
SQ Grade 40
Green
Uniaxial
Grade 60
Magenta
Notes
2.2 Frame Sections
Table 2.2 - Frame Section Property Definitions - Summary (Part 1 of 3)
Name
Material
Shape
Color
Area
m2
C.30X.30
21 MPa
Concrete Rectangular
Cyan
0.09
V.15X.30
21 MPa
0.045
Concrete Rectangular
Green
V.20X.30
21 MPa
Concrete Rectangular
Blue
V.30X.30
21 MPa
Concrete Rectangular Magenta
0.008
0.0001
0.01
0.0001
12
0.012
0.0001
14
0.014
0.0002
16
0.016
18
0.018
0.0003
20
0.02
0.0003
22
0.022
0.0004
25
0.025
0.0005
26
0.026
0.0005
28
0.028
0.0006
0.0002
0.032
36
0.036
0.001
40
0.04
0.0013
0.001141 0.000675 0.000675
0.075
0.075
0.0045
50
0.05
0.002
0.0008
0.000232 0.000338 8.4E-05
0.0375
0.0375
3.226E-05
0.00225
#2
0.00635
0.06
0.00047
0.0002
0.05
0.05
0.003
#3
0.00953
0.0001
0.09
0.001141 0.000675 0.000675
0.075
0.075
0.0045
#4
0.0127
0.0001
#5
0.01588
0.0002
#6
0.01905
#7
0.02223
0.0004
#8
0.0254
0.0005
#9
0.02865
0.0006
#10
0.03226
#11
0.03581
0.001
#14
0.043
0.0015
#18
0.05733
0.0026
0.00045
CG
CG
PNA
PNA
Area
Offset 3 Offset 2 Offset 3 Offset 2
Modifier
m
m
m
m
R22
m
0.00675
0.00675
0.0866
0.0866
0
0
0
0
1
0.00225 0.001125 0.001125 0.003375 0.001688
0.0866
0.0433
0
0
0
0
1
0.003
0.002
0.0045
0.0045
0.002
0.0045
0.003
0.0866
0.05774
0
0
0
0
1
0.0045
0.00675
0.00675
0.0866
0.0866
0
0
0
0
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0008
Table 2.5 - Link Property Definitions - Summary
As3
J
I33
I22
Mass
Weight
Modifier Modifier Modifier Modifier Modifier Modifier
1
0.0003
2.5 Links
Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3)
Name
Type
Link1
Linear
Defined Defined
Degrees
Mass
Weight
Length Area
of
tonf-s2/m
tonf
m2
m
Freedom
U1
0
0
1
1
2.6 Tendon Sections
2.3 Shell Sections
Table 2.6 - Tendon Section Properties
Table 2.3 - Area Section Property Definitions - Summary
Name
Type
Total
Element
Material Thickness
Type
m
Entreoiso 00
Slab
Membrane
Metaldeck 2" Cal 22 S.M
Deck
Membrane
21 MPa
0.12
PLACA TANQUES
Slab
Shell-Thin
21 MPa
0.15
Wall1
Wall
Shell-Thin
21 MPa
0.25
ETABS v19.1.0
8
10
32
R33
m
0.0045
2.83E-05
S33Pos
m3
I22
m4
Z22
m3
0.0045
Area
m2
0.006
As3
m2
I33
m4
Z33
m3
0.0045
Diameter
m
6
As2
m2
J
m4
Table 2.2 - Frame Section Property Definitions - Summary (Part 2 of 3)
S33Neg S22Pos S22Neg
m3
m3
m3
Name
21 MPa
Name
Deck Material
Deck
Depth
m
A653SQGr40 S.M
0.0508
Material
Tendon1 A416Gr270
StrandArea
m2
Color
0.0001
Green
Notes
0.001
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3 Assignments
Table 3.1 - Joint Assignments - Summary (continued)
This chapter provides a listing of the assignments applied to the model.
Story
Label
Piso2
17
141
From Area
Piso2
18
142
From Area
Piso2
19
143
From Area
Piso2
22
146
From Area
Piso2
24
147
From Area
Piso2
25
190
3.1 Joint Assignments
Table 3.1 - Joint Assignments - Summary
Story
Label
PlacaTanque
10
182
From Area
PlacaTanque
12
183
From Area
PlacaTanque
13
184
From Area
PlacaTanque
14
188
From Area
PlacaTanque
16
186
From Area
PlacaTanque
17
187
From Area
PlacaTanque
24
185
From Area
Cubierta
3
181
From Area
Cubierta
4
174
From Area
Cubierta
6
175
From Area
Cubierta
UniqueName Diaphragm
7
176
Restraints
From Area
Cubierta
9
163
From Area
Cubierta
10
164
From Area
Cubierta
11
165
From Area
Cubierta
12
166
From Area
Cubierta
13
167
From Area
Cubierta
14
177
From Area
Cubierta
15
178
From Area
Cubierta
16
179
From Area
Cubierta
17
180
From Area
Cubierta
18
168
From Area
Cubierta
19
169
From Area
Cubierta
22
172
From Area
Cubierta
24
173
From Area
Cubierta
25
189
From Area
Cubierta
20
5
From Area
Cubierta
21
11
From Area
Cubierta
27
13
Cubierta
28
12
Restraints
From Area
Piso2
5
2
From Area
Piso2
20
6
From Area
Piso2
28
4
From Area
Piso2
30
15
From Area
Piso1
1
148
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
2
149
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
9
157
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
10
155
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
11
156
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
12
153
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
13
154
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
18
151
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
19
150
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
22
152
From Area
Piso1
24
161
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
5
1
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
20
7
From Area
Piso1
28
3
From Area
UX; UY; UZ; RX; RY; RZ
Piso1
30
14
From Area
UX; UY; UZ; RX; RY; RZ
UX; UY; UZ; RX; RY; RZ
UX; UY; UZ; RX; RY; RZ
3.2 Frame Assignments
Table 3.2 - Frame Assignments - Summary
Min
Design Length Analysis Design
Number
Type
m
Section Section
Stations
Story
Label
UniqueName
From Area
PlacaTanque
B11
427
Beam
2.2
V.20X.30 V.20X.30
From Area
PlacaTanque
B25
429
Beam
2.2
V.30X.30 V.30X.30
11
B29
430
Beam
1.4026
V.30X.30 V.30X.30
11
V.30X.30 V.30X.30
11
11
Cubierta
30
17
From Area
PlacaTanque
Piso2
1
126
From Area
PlacaTanque
B30
431
Beam
0.7986
Piso2
2
127
From Area
PlacaTanque
B33
423
Beam
1.7547
V.30X.30 V.30X.30
11
Piso2
3
128
From Area
PlacaTanque
B34
424
Beam
2.518
V.30X.30 V.30X.30
11
Piso2
4
129
From Area
PlacaTanque
B36
425
Beam
1.6806
V.30X.30 V.30X.30
11
Piso2
6
130
From Area
PlacaTanque
B37
426
Beam
2.518
V.30X.30 V.30X.30
11
Piso2
7
131
From Area
PlacaTanque
C7
420
Column
2.8
C.30X.30 C.30X.30
11
Piso2
8
132
From Area
PlacaTanque
C8
421
Column
2.8
C.30X.30 C.30X.30
11
Piso2
9
133
From Area
PlacaTanque
C9
422
Column
2.8
C.30X.30 C.30X.30
11
C15
428
Column
2.8
C.30X.30 C.30X.30
11
Piso2
10
134
From Area
PlacaTanque
Piso2
11
135
From Area
Cubierta
B3
418
Beam
3.7
V.15X.30 V.15X.30
B6
380
Beam
4.4603
V.15X.30 V.15X.30
11
V.15X.30 V.15X.30
11
11
Piso2
12
136
From Area
Cubierta
Piso2
13
137
From Area
Cubierta
B10
382
Beam
1.7075
Piso2
14
138
From Area
Cubierta
B15
386
Beam
4.0841
V.30X.30 V.30X.30
Piso2
15
139
From Area
Cubierta
B16
387
Beam
3.7
V.30X.30 V.30X.30
11
Piso2
16
140
From Area
Cubierta
B26
404
Beam
3.402
V.30X.30 V.30X.30
11
Cubierta
B27
405
Beam
0.8832
V.30X.30 V.30X.30
11
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Table 3.2 - Frame Assignments - Summary (continued)
ETABS v19.1.0
UniqueName Diaphragm
Table 3.2 - Frame Assignments - Summary (continued)
Min
Design Length Analysis Design
UniqueName
Number
Type
m
Section Section
Stations
Min
Design Length Analysis Design
Number
Type
m
Section Section
Stations
Story
Label
UniqueName
11
Piso2
B34
373
Beam
2.518
V.30X.30 V.30X.30
11
Piso2
B35
374
Beam
3.7
V.30X.30 V.30X.30
11
11
Piso2
B36
375
Beam
1.6806
V.30X.30 V.30X.30
11
V.30X.30 V.30X.30
11
Piso2
B37
376
Beam
2.518
V.30X.30 V.30X.30
11
V.30X.30 V.30X.30
11
Piso2
B38
377
Beam
1.4018
V.20X.30 V.20X.30
11
11
Piso2
B39
378
Beam
0.7982
V.20X.30 V.20X.30
11
V.30X.30 V.30X.30
11
Piso2
B40
434
Beam
1.1
V.30X.30 V.30X.30
11
2.518
V.30X.30 V.30X.30
11
Piso2
B41
435
Beam
1.1
V.30X.30 V.30X.30
11
Beam
1.4018
V.20X.30 V.20X.30
11
Piso2
B2
2
Beam
4
V.30X.30 V.30X.30
11
416
Beam
0.7982
V.20X.30 V.20X.30
11
Piso2
B4
3
Beam
3.7
V.30X.30 V.30X.30
11
B40
432
Beam
1.1
V.30X.30 V.30X.30
11
Piso2
B14
360
Beam
1.018
V.30X.30 V.30X.30
11
B41
433
Beam
1.1
V.30X.30 V.30X.30
11
Piso2
B13
39
Beam
4.6902
V.30X.30 V.30X.30
11
B14
399
Beam
1.018
V.30X.30 V.30X.30
11
Piso2
B17
43
Beam
4.6929
V.30X.30 V.30X.30
11
Cubierta
B17
23
Beam
4.6929
V.30X.30 V.30X.30
11
Piso2
B21
10
Beam
4.4755
V.30X.30 V.30X.30
11
Cubierta
B21
17
Beam
4.4755
V.30X.30 V.30X.30
11
Piso2
B24
11
Beam
3.7
V.30X.30 V.30X.30
Cubierta
B24
18
Beam
3.7
V.30X.30 V.30X.30
11
Piso2
B28
12
Beam
0.25
V.30X.30 V.30X.30
11
Cubierta
B28
21
Beam
0.25
V.30X.30 V.30X.30
11
Piso2
B42
13
Beam
0.6327
V.30X.30 V.30X.30
11
Cubierta
B51
25
Beam
5.323
V.30X.30 V.30X.30
11
Piso2
B51
15
Beam
5.323
V.30X.30 V.30X.30
11
Cubierta
B52
24
Beam
1.268
V.30X.30 V.30X.30
11
Piso2
B52
16
Beam
1.268
V.30X.30 V.30X.30
11
Cubierta
B55
22
Beam
5.323
V.30X.30 V.30X.30
11
Piso2
B1
14
Beam
3.7
V.30X.30 V.30X.30
Cubierta
B1
26
Beam
3.7
V.30X.30 V.30X.30
11
Piso2
B5
19
Beam
2.2
V.30X.30 V.30X.30
11
Cubierta
B5
27
Beam
2.2
V.30X.30 V.30X.30
11
Piso2
B7
20
Beam
3.402
V.30X.30 V.30X.30
11
Cubierta
B7
28
Beam
3.402
V.30X.30 V.30X.30
11
Piso2
C1
341
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C3
384
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C2
342
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C5
385
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C3
343
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C6
388
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C5
344
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C7
389
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C6
347
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C8
390
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C7
348
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C9
391
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C8
349
Column
2.8
C.30X.30 C.30X.30
Cubierta
C10
392
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C9
350
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C11
393
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C10
351
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C15
417
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C11
352
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C20
5
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C15
379
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C21
9
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C4
1
Column
2.8
C.30X.30 C.30X.30
11
Cubierta
C12
8
Column
2.8
C.30X.30 C.30X.30
11
Piso2
C20
4
Column
2.8
C.30X.30 C.30X.30
11
Piso2
B3
336
Beam
3.7
V.15X.30 V.15X.30
11
Piso2
C21
7
Column
2.8
C.30X.30 C.30X.30
11
Piso2
B6
337
Beam
4.4603
V.15X.30 V.15X.30
11
Piso2
C12
6
Column
2.8
C.30X.30 C.30X.30
11
Piso2
B10
339
Beam
1.7075
V.15X.30 V.15X.30
11
Piso2
B15
345
Beam
4.0841
V.30X.30 V.30X.30
11
Piso2
B16
346
Beam
3.7
V.30X.30 V.30X.30
Piso2
B20
359
Beam
2.5001
V.30X.30 V.30X.30
11
Piso2
B26
365
Beam
3.402
V.30X.30 V.30X.30
11
Piso2
B27
366
Beam
0.8832
V.30X.30 V.30X.30
11
Piso2
B29
368
Beam
1.4026
V.30X.30 V.30X.30
11
PlacaTanque
F8
61
PLACA TANQUES
Slab
90
Piso2
B30
369
Beam
0.7986
V.30X.30 V.30X.30
11
Cubierta
F1
54
Entreoiso 00
Slab
90
Piso2
B31
370
Beam
3.4039
V.30X.30 V.30X.30
11
Cubierta
F9
59
Entreoiso 00
Slab
90
Piso2
B32
371
Beam
2.5015
V.30X.30 V.30X.30
11
Cubierta
F4
8
Entreoiso 00
Slab
90
Piso2
B33
372
Beam
1.7547
V.30X.30 V.30X.30
11
Cubierta
F13
7
Entreoiso 00
Slab
90
Story
Label
Cubierta
B29
407
Beam
1.4026
V.30X.30 V.30X.30
Cubierta
B30
408
Beam
0.7986
V.30X.30 V.30X.30
Cubierta
B31
409
Beam
3.4039
V.30X.30 V.30X.30
Cubierta
B33
410
Beam
1.7547
Cubierta
B34
411
Beam
2.518
Cubierta
B35
412
Beam
3.7
V.30X.30 V.30X.30
Cubierta
B36
413
Beam
1.6806
Cubierta
B37
414
Beam
Cubierta
B38
415
Cubierta
B39
Cubierta
Cubierta
Cubierta
11
11
11
11
3.3 Shell Assignments
11
Table 3.3 - Area Assignments - Summary
Story
Page 11 of 116
ETABS v19.1.0
Label
UniqueName Section Property
Property
Type
Axis
Angle
deg
Page 12 of 116
Assignments
8/09/2024
8/09/2024
4 Loads
Table 3.3 - Area Assignments - Summary (continued)
Property
Type
Axis
Angle
deg
Entreoiso 00
Slab
90
Entreoiso 00
Slab
90
Entreoiso 00
Slab
90
UniqueName Section Property
Loads
Story
Label
Cubierta
F16
9
Cubierta
F23
10
Cubierta
F5
11
Cubierta
F11
12
Entreoiso 00
Slab
90
Piso2
F1
53
Entreoiso 00
Slab
90
Piso2
F9
48
Entreoiso 00
Slab
90
Piso2
F2
1
Entreoiso 00
Slab
90
Piso2
F3
2
Entreoiso 00
Slab
90
Piso2
F4
4
Entreoiso 00
Slab
90
Piso2
F10
5
Entreoiso 00
Slab
90
Piso2
F5
3
Entreoiso 00
Slab
90
Piso2
F11
6
Entreoiso 00
Slab
90
This chapter provides loading information as applied to the model.
4.1 Load Patterns
Table 4.1 - Load Pattern Definitions
Name
Is Auto
Load
Type
Self
Weight
Multiplier
~LLRF
Yes
Other
0
Dead
No
Dead
1
Empuje
No
Other
0
0
Auto Load
Gr
No
Snow
Live
No
Live
Lr
No
Live
0
SDead
No
Super Dead
0
SXest
No
Seismic
0
User Coefficient
SYest
No
Seismic
0
User Coefficient
W
No
Wind
0
None
0
4.2 Load Sets
Table 4.2 - Shell Uniform Load Sets
Name
Load
Pattern
Load
Value
tonf/m2
Cubierta
SDead
0.36
Cubierta
Live
Cubierta
Gr
0.1
PISO 2
SDead
0.505
0.5
PISO 2
Live
0.18
Piso 2 Balcones
SDead
0.505
Piso 2 Balcones
Live
0.5
Placa Tanques
SDead
0.196
Placa Tanques
Live
0.18
Placa Tanques
Gr
0.1
4.3 Auto Seismic Loading
ETABS v19.1.0
Page 13 of 116
Loads
8/09/2024
ETABS v19.1.0
Page 14 of 116
Loads
8/09/2024
Lateral Load to Stories - X
User Coefficient Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern SXest using the
user input coefficients, as calculated by ETABS.
PlacaTanque
Direction and Eccentricity
Direction = X
Factors and Coefficients
Equivalent Lateral Forces
C = 0.7
Base Shear Coefficient, C
45.7736tonf
Cubierta
V = CW
Base Shear, V
Calculated Base Shear
Direction
Period Used
(sec)
C
W
(tonf)
X
0
0
65.39081 45.7736
V
(tonf)
Piso2
Applied Story Forces
Piso1
0.0
8.0 16.0 24.0 32.0 40.0 48.0
Force, tonf
Story
ETABS v19.1.0
Page 15 of 116
Elevation
X-Dir
Y-Dir
m
tonf
tonf
PlacaTanque
8.4
0
0
Cubierta
5.6
45.7736
0
Piso2
2.8
0
0
Piso1
0
0
0
ETABS v19.1.0
Page 16 of 116
Loads
8/09/2024
Loads
8/09/2024
Lateral Load to Stories - Y
User Coefficient Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern SYest using the
user input coefficients, as calculated by ETABS.
PlacaTanque
Direction and Eccentricity
Direction = Y
Factors and Coefficients
Equivalent Lateral Forces
C = 0.7
Base Shear Coefficient, C
Cubierta
64.6988tonf
V = CW
Base Shear, V
Calculated Base Shear
Direction
Period Used
(sec)
C
Y
0
0
W
(tonf)
V
(tonf)
157.57793 110.3046
Piso2
45.6058tonf
Applied Story Forces
Piso1
0.0 12.0 24.0 36.0 48.0 60.0 72.0
Force, tonf
Story
ETABS v19.1.0
Page 17 of 116
Loads
8/09/2024
Elevation
X-Dir
m
tonf
Y-Dir
tonf
PlacaTanque
8.4
0
0
Cubierta
5.6
0
64.6988
Piso2
2.8
0
45.6058
Piso1
0
0
0
ETABS v19.1.0
Page 18 of 116
Loads
8/09/2024
4.4 Applied Loads
Table 4.5 - Frame Loads Assignments - Distributed (Part 1 of 2, continued)
4.4.1 Line Loads
Table 4.5 - Frame Loads Assignments - Distributed (Part 1 of 2)
Story
Label
UniqueName
Load
Pattern
Load
Type
Direction
Absolute
Relative Relative
Distance
Distance
Distance Distance
Type
A
B
A
m
Cubierta
B40
432
Live
Force
Gravity
Relative
0
1
0
Piso2
B40
434
Live
Force
Gravity
Relative
0
1
0
Absolute
Relative Relative
Distance
Distance
Distance Distance
Type
A
A
B
m
Load
Pattern
Load
Type
Direction
16
SDead
Force
Gravity
Relative
0.8028
1
1.018
19
SDead
Force
Gravity
Relative
0
1
0
20
SDead
Force
Gravity
Relative
0
1
0
Story
Label
UniqueName
Piso2
B52
Piso2
B5
Piso2
B7
Table 4.5 - Frame Loads Assignments - Distributed (Part 2 of 2)
Piso2
B41
435
Live
Force
Gravity
Relative
0
1
0
Cubierta
B3
418
SDead
Force
Gravity
Relative
0
1
0
Cubierta
B6
380
SDead
Force
Gravity
Relative
0
1
0
Cubierta
B15
386
SDead
Force
Gravity
Relative
0
1
0
Cubierta
B16
387
SDead
Force
Gravity
Relative
0
1
0
1.1
0.618
0.618
Cubierta
B27
405
SDead
Force
Gravity
Relative
0
1
0
1.1
0.618
0.618
Cubierta
B29
407
SDead
Force
Gravity
Relative
0
1
0
1.1
0.618
0.618
0.315
0.315
0.315
Absolute
Distance Force A Force B
B
tonf/m tonf/m
m
Cubierta
B30
408
SDead
Force
Gravity
Relative
0
1
0
3.7
Cubierta
B31
409
SDead
Force
Gravity
Relative
0
1
0
4.4603
Cubierta
B40
432
SDead
Force
Gravity
Relative
0
1
0
4.0841
0.315
0.315
Cubierta
B41
433
SDead
Force
Gravity
Relative
0
1
0
3.7
0.315
0.315
Cubierta
B14
399
SDead
Force
Gravity
Relative
0
0.8281
0
0.8832
0.315
0.315
Cubierta
B14
399
SDead
Force
Gravity
Relative
0.8281
1
0.843
1.4026
0.315
0.315
Cubierta
B17
23
SDead
Force
Gravity
Relative
0
0.5751
0
0.7986
0.315
0.315
0.315
0.315
0.315
Cubierta
B17
23
SDead
Force
Gravity
Relative
0.5751
1
2.6988
3.4039
Cubierta
B51
25
SDead
Force
Gravity
Relative
0.1189
0.6256
0.6327
1.1
1.416
1.416
1.1
0.525
0.525
Cubierta
B51
25
SDead
Force
Gravity
Relative
0
0.1189
0
Cubierta
B51
25
SDead
Force
Gravity
Relative
0.6256
1
3.33
0.843
0.315
0.315
Cubierta
B52
24
SDead
Force
Gravity
Relative
0
0.6648
0
1.018
0.315
0.315
Cubierta
B52
24
SDead
Force
Gravity
Relative
0.6648
0.8028
0.843
2.6988
0.315
Cubierta
B52
24
SDead
Force
Gravity
Relative
0.8028
1
1.018
4.6929
0.315
0.315
0.315
0.315
0.315
Cubierta
B5
27
SDead
Force
Gravity
Relative
0
1
0
3.33
Cubierta
B7
28
SDead
Force
Gravity
Relative
0
0
0
0.6327
0.315
0.315
Cubierta
B7
28
SDead
Force
Gravity
Relative
0
1
0
5.323
0.315
0.315
Piso2
B3
336
SDead
Force
Gravity
Relative
0
1
0
0.843
0.315
0.315
Piso2
B6
337
SDead
Force
Gravity
Relative
0
1
0
1.018
Piso2
B15
345
SDead
Force
Gravity
Relative
0
1
0
1.268
0.315
0.315
Piso2
B16
346
SDead
Force
Gravity
Relative
0
1
0
2.2
0.315
0.315
Piso2
B27
366
SDead
Force
Gravity
Relative
0
1
0
0
0.315
Piso2
B29
368
SDead
Force
Gravity
Relative
0
1
0
3.402
0.315
0.315
0.525
0.525
0.315
0.315
0.315
Piso2
B30
369
SDead
Force
Gravity
Relative
0
1
0
3.7
Piso2
B31
370
SDead
Force
Gravity
Relative
0
1
0
4.4603
Piso2
B40
434
SDead
Force
Gravity
Relative
0
1
0
4.0841
0.525
0.525
Piso2
B41
435
SDead
Force
Gravity
Relative
0
1
0
3.7
0.525
0.525
Piso2
B14
360
SDead
Force
Gravity
Relative
0
0.8281
0
0.8832
0.525
0.525
Piso2
B14
360
SDead
Force
Gravity
Relative
0.8281
1
0.843
1.4026
0.525
0.525
Piso2
B17
43
SDead
Force
Gravity
Relative
0
0.5751
0
0.7986
0.525
0.525
0.525
0.315
0.315
0.525
Piso2
B17
43
SDead
Force
Gravity
Relative
0.5751
1
2.6988
3.4039
Piso2
B51
15
SDead
Force
Gravity
Relative
0
0.1189
0
1.1
1.416
1.416
0.6327
1.1
1.416
1.416
Piso2
B51
15
SDead
Force
Gravity
Relative
0.1189
Piso2
B51
15
SDead
Force
Gravity
Relative
0.6256
1
0.843
0.525
0.525
Piso2
B52
16
SDead
Force
Gravity
Relative
0
0.6648
0
1.018
0.525
0.525
Piso2
B52
16
SDead
Force
Gravity
Relative
0.6648
0.8028
0.843
2.6988
0.525
0.525
ETABS v19.1.0
0.6256
3.33
Page 19 of 116
ETABS v19.1.0
Page 20 of 116
Loads
8/09/2024
Loads
8/09/2024
Table 4.5 - Frame Loads Assignments - Distributed (Part 2 of 2, continued)
Table 4.7 - Functions - Response Spectrum - Columbia NSR-10 (continued)
Absolute
Distance Force A Force B
B
tonf/m tonf/m
m
Period
sec
Value
NSR10
0.9
0.633333
4.6929
0.525
0.525
NSR10
1
0.57
0.6327
0.525
0.525
NSR10
1.2
0.475
3.33
0.525
0.525
NSR10
1.5
0.38
5.323
0.525
0.525
NSR10
1.7
0.335294
0.843
0.525
0.525
NSR10
2
0.285
1.018
0.525
0.525
NSR10
2.5
0.228
1.268
0.525
0.525
NSR10
3
0.19
2.2
0.525
0.525
NSR10
3.5
0.162857
3.402
0.525
0.525
NSR10
4
0.1425
NSR10
5
0.103968
NSR10
8
0.040613
NSR10
11
0.021481
NSR10
15
0.011552
4.4.2 Area Loads
Table 4.6 - Area Load Assignments - Uniform Load Sets
Story
Label
UniqueName
Load Set
PlacaTanque
F8
61
Placa Tanques
Cubierta
F1
54
Cubierta
Cubierta
F9
59
Cubierta
Cubierta
F4
8
Cubierta
Cubierta
F13
7
Cubierta
Cubierta
F16
9
Cubierta
Cubierta
Name
Aa
Av
Ae
Group
of Use
Ad
Fv
Damping
Ratio
Table 4.8 - Functions - Response Spectrum - User Defined
Name
Period
sec
Value
Damping
Ratio
UnifRS
0
1
0.05
UnifRS
1
1
F23
10
Cubierta
Cubierta
F5
11
Cubierta
Cubierta
F11
12
Cubierta
Piso2
F1
53
PISO 2
Piso2
F9
48
PISO 2
Name
Time
sec
Value
Piso2
F2
1
PISO 2
RampTH
0
0
4.5.2 Time History Functions
Table 4.9 - Functions - Time History - User Defined
Piso2
F3
2
PISO 2
RampTH
1
1
Piso2
F4
4
Piso 2 Balcones
RampTH
4
1
Piso2
F10
5
Piso 2 Balcones
UnifTH
0
1
Piso2
F5
3
PISO 2
UnifTH
1
1
Piso2
F11
6
PISO 2
4.6 Load Cases
4.5 Functions
Table 4.10 - Load Case Definitions - Summary
4.5.1 Response Spectrum Functions
Table 4.7 - Functions - Response Spectrum - Columbia NSR-10
Name
Type
Modal
Modal - Eigen
Dead
Linear Static
Name
Period
sec
Value
Aa
Av
Ae
Ad
Group
of Use
Fa
Fv
Damping
Ratio
NSR10
0
0.7
0.2
0.25
0.1
0.05
1
1.4
1.9
0.05
NSR10
0.1
0.7
NSR10
0.2
0.7
W
Linear Static
NSR10
0.3
0.7
SDX
Response Spectrum
NSR10
0.4
0.7
SDY
Response Spectrum
NSR10
0.5
0.7
Live
Linear Static
NSR10
0.6
0.7
Empuje
Linear Static
NSR10
0.7
0.7
SYest
Linear Static
NSR10
0.8
0.7
ETABS v19.1.0
Page 21 of 116
Loads
8/09/2024
Gr
Linear Static
Lr
Linear Static
SDead
Linear Static
SXest
Linear Static
ETABS v19.1.0
Page 22 of 116
Loads
4.7 Load Combinations
8/09/2024
Table 4.11 - Load Combination Definitions (continued)
Table 4.11 - Load Combination Definitions
Name
Type
CIMENTACIÓN REACCIONES
Envelope
Is Auto Load Name
No
Name
SF
SERVICIO I
1
CIMENTACIÓN REACCIONES
SERVICIO II
1
CIMENTACIÓN REACCIONES
SERVICIO III
1
Dead
1.4
SDead
1.4
Dead
1.2
Comb2
SDead
1.2
Comb2
Live
1.6
Comb1
Linear Add
No
Linear Add
No
Comb1
Comb2
Comb2
Comb3
Lr
Linear Add
No
1.2
SDead
1.2
Comb3
Live
1
Comb4
Lr
Linear Add
No
1.2
1.2
Comb4
Lr
1.6
Comb4
W
0.5
Comb5
Dead
1.2
Comb5
SDead
1.2
Comb5
Linear Add
No
Lr
1.6
Comb5
Comb6
Linear Add
No
Comb6
W
-0.5
Dead
1.2
SDead
1.2
Comb6
Lr
0.5
Comb6
W
1
Comb6
Live
1
Comb7
Dead
1.2
Comb7
SDead
1.2
Comb7
Lr
0.5
Comb7
W
-1
Comb7
Live
1
Comb8
Linear Add
Linear Add
No
Dead
1.2
Comb8
No
SDead
1.2
Comb8
Live
1
Comb8
SDX
0.143
SDY
0.043
Comb8
Comb9
Linear Add
No
Comb9
Dead
1.2
SDead
1.2
Comb9
Live
1
Comb9
SDX
0.043
SDY
0.143
Comb9
Comb10
Linear Add
No
Comb10
Comb10
Comb11
Linear Add
No
Linear Add
No
Comb11
Comb11
Comb12
Dead
0.9
SDead
0.9
W
1
Dead
0.9
SDead
0.9
W
-1
Dead
0.9
Type
Is Auto Load Name
SDead
0.9
Comb12
SDX
0.143
SDY
0.043
Comb13
Linear Add
No
0.9
SDX
0.043
Comb13
SDY
0.143
Linear Add
No
Dead
1.2
Comb14VIG
SDead
1.2
Comb14VIG
SDX
0.286
SDY
0.086
Comb14VIG
Comb15VIG
Linear Add
No
Live
1
Dead
1.2
Comb15VIG
SDead
1.2
Comb15VIG
SDX
0.086
Comb15VIG
SDY
0.286
Comb15VIG
Comb16VIG
Live
Linear Add
No
Comb16VIG
Comb16VIG
Comb16VIG
Comb17VIG
Linear Add
No
1
Dead
0.9
SDead
0.9
SDX
0.286
SDY
0.086
Dead
0.9
Comb17VIG
SDead
0.9
Comb17VIG
SDX
0.086
SDY
0.286
Comb17VIG
Comb18COL
Linear Add
No
Dead
1.3
Comb18COL
SDead
1.3
Comb18COL
SDX
0.357
SDY
0.107
Comb18COL
Comb18COL
Comb19COL
Live
1.1
Comb19COL
SDead
1.1
Comb19COL
SDX
0.357
Comb19COL
SDY
0.107
Comb19COL
Live
1
Dead
1.3
Linear Add
No
1
Dead
Comb20COL
Linear Add
No
Comb20COL
SDead
1.3
Comb20COL
SDX
0.107
Comb20COL
SDY
0.357
Comb20COL
Comb21COL
Live
1.1
SDead
1.1
Comb21COL
SDX
0.107
Comb21COL
SDY
0.357
Comb21COL
Live
1
Dead
1
SDead
1
SDX
0.357
SDY
0.107
Dead
0.8
Linear Add
No
1
Dead
Comb21COL
Comb22COL
Linear Add
No
Comb22COL
Comb22COL
Comb22COL
Comb23COL
Linear Add
No
Notes
0.9
SDead
Comb13
Comb14VIG
ETABS v19.1.0
Dead
Comb13
Comb14VIG
Page 23 of 116
SF
Comb12
Comb12
1.6
Dead
SDead
Comb4
Notes
0.5
Dead
Comb3
Comb3
ETABS v19.1.0
Fa
Page 24 of 116
Loads
8/09/2024
Loads
8/09/2024
Table 4.11 - Load Combination Definitions (continued)
Name
Type
Is Auto Load Name
Table 4.11 - Load Combination Definitions (continued)
SF
Notes
Name
Type
Is Auto Load Name
SF
Comb23COL
SDead
0.8
Comb36CIM
Live
0.75
Comb23COL
SDX
0.357
Comb36CIM
SDX
0.14
SDY
SDY
0.042
Comb23COL
0.107
Comb36CIM
Dead
1
Comb37CIM
Comb24COL
SDead
1
Comb37CIM
SDead
1
Comb24COL
SDX
0.107
Comb37CIM
Lr
0.75
SDY
Comb24COL
Linear Add
No
Comb24COL
Comb25COL
Linear Add
Comb37CIM
Live
0.75
0.8
Comb37CIM
SDX
0.042
0.8
Comb37CIM
SDY
0.14
SDX
0.107
Comb38CIM
Dead
0.6
SDY
0.357
Comb38CIM
SDead
0.6
Dead
1
Comb38CIM
W
1
SDead
1
Comb39CIM
Dead
0.6
No
Comb26CIM
Comb27CIM
No
Linear Add
No
Dead
1
Comb39CIM
SDead
SDead
1
Comb39CIM
SDX
0.187
Comb27CIM
Live
1
Comb39CIM
SDY
0.056
Dead
1
Comb40CIM
SDead
1
Comb40CIM
SDead
0.6
Comb28CIM
Lr
1
Comb40CIM
SDX
0.056
Linear Add
No
No
Dead
Linear Add
No
Dead
0.6
Comb28CIM
Comb29CIM
Linear Add
No
Linear Add
Comb27CIM
Comb28CIM
Linear Add
1
0.357
Comb25COL
Linear Add
Dead
Dead
Comb25COL
Comb26CIM
No
SDead
No
Comb25COL
Linear Add
0.6
1
Comb40CIM
SDY
0.187
Comb29CIM
SDead
1
Env cim G
Comb26CIM
1
Comb29CIM
Live
0.75
Env cim G
Comb27CIM
1
Comb29CIM
Envelope
No
Lr
0.75
Env cim G
Comb28CIM
1
Dead
1
Env cim G
Comb29CIM
1
Comb30CIM
SDead
1
Env cim G
Comb30CIM
Comb30CIM
W
1
Env cim G
Comb31CIM
1
Dead
1
SERVICIO I
Dead
1
SDead
1
SERVICIO I
SDead
1
W
Comb30CIM
Comb31CIM
Linear Add
Linear Add
No
No
Comb31CIM
Comb31CIM
Linear Add
No
-1
SERVICIO II
Dead
1
Dead
1
SERVICIO II
SDead
1
SDead
1
SERVICIO II
Live
Comb32CIM
SDX
0.187
SERVICIO III
Dead
1
Comb32CIM
SDY
0.056
SERVICIO III
SDead
1
Comb33CIM
Linear Add
Dead
Linear Add
No
1
1
SERVICIO III
Live
0.75
SDead
1
SERVICIO III
Gr
0.75
Comb33CIM
SDX
0.056
Comb33CIM
SDY
0.187
Linear Add
No
No
Comb33CIM
Comb34CIM
Linear Add
No
Linear Add
1
Comb32CIM
Comb32CIM
No
Dead
1
Comb34CIM
SDead
1
Comb34CIM
Lr
0.75
Comb34CIM
Comb34CIM
Comb35CIM
Linear Add
No
W
0.75
Live
0.75
Dead
1
Comb35CIM
SDead
1
Comb35CIM
Lr
0.75
Comb35CIM
Comb35CIM
Comb36CIM
Linear Add
No
Notes
W
0.75
Live
0.75
Dead
1
Comb36CIM
SDead
1
Comb36CIM
Lr
0.75
ETABS v19.1.0
Page 25 of 116
ETABS v19.1.0
Page 26 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
5 Analysis Results
Table 5.1 - Base Reactions (Part 1 of 2, continued)
This chapter provides analysis results.
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
MY
tonf-m
MZ
tonf-m
5.1 Structure Results
Comb22COL
Combination
Min
-31.7907
-12.0339
169.667
777.3358
-891.69
-170.2187
Comb23COL
Combination
135.7336 721.6546
Table 5.1 - Base Reactions (Part 1 of 2)
Output Case
Case Type
Dead
LinStatic
Gr
Step
Type
LinStatic
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
MY
tonf-m
MZ
tonf-m
0
0
56.0261
315.3969
-232.0949
0
9.1503
41.4935
0
0
0
0
Lr
LinStatic
0
0
SDead
LinStatic
0
0
SXest
LinStatic
-45.7736
0
0
W
LinStatic
0
0
0
SDX
LinRespSpec
Max
88.0071
3.4078
SDY
LinRespSpec
Max
3.4787
101.0969
Live
LinStatic
0
0
Empuje
LinStatic
0
0
-40.6069
0
0
0
-510.2632
0
0
-256.332
210.5317
0
0
0
0
12.0641
414.3313
350.4429
0
477.8483
13.2298
421.5941
63.8004
275.427
-287.508
0
0
0
0
0
0
490.0094
0
-488.9895
113.6408 517.3756
SYest
LinStatic
0
-110.3046
Comb1
Combination
0
0
237.5338 1165.8814 -1039.3014
0
Comb2
Combination
0
0
305.681 1440.0102 -1350.8426
0
Comb3
Combination
0
0
267.4007 1274.754
-1178.3378
0
Comb4
Combination
0
0
203.6004 999.3269
-890.8297
0
Comb5
Combination
0
0
203.6004 999.3269
-890.8297
0
267.4007 1274.754
-1178.3378
267.4007 1274.754
-1178.3378
Comb6
Combination
0
0
0
Comb7
Combination
Comb8
Combination
0
0
Max
12.7346
4.8345
267.4007 1297.0266 -1118.5195
68.2419
0
Comb8
Comb9
Comb9
Combination
Min
-12.7346
-4.8345
267.4007 1252.4813
-1238.156
-68.2419
Combination
Max
4.2818
14.6034
267.4007 1343.605
-1158.6297
75.357
Combination
Min
-4.2818
-14.6034 267.4007 1205.9029 -1198.0459
-75.357
Comb10
Combination
0
0
152.7003 749.4952
-668.1223
0
Comb11
Combination
0
0
152.7003 749.4952
-668.1223
0
Comb12
Combination
Max
12.7346
4.8345
152.7003 771.7678
-608.304
68.2419
Comb12
Combination
Min
-12.7346
-4.8345
152.7003 727.2226
-727.9406
-68.2419
Comb13
Combination
Max
4.2818
14.6034
152.7003 818.3463
-648.4142
75.357
-4.2818
-14.6034 152.7003 680.6441
Comb13
Combination
Min
-687.8304
-75.357
Comb14VIG
Combination
Max
25.4692
9.669
267.4007 1319.2993 -1058.7013
136.4838
Comb14VIG
Combination
Min
-25.4692
-9.669
267.4007 1230.2087 -1297.9743 -136.4838
Comb15VIG
Combination
Max
8.5635
29.2068
267.4007 1412.4561 -1138.9216
Comb15VIG
Combination
Min
-8.5635
-29.2068 267.4007 1137.0518
Comb16VIG
Combination
-1217.754
150.714
Max
25.4692
9.669
152.7003 794.0405
-548.4858
136.4838
Combination
Min
-25.4692
-9.669
152.7003 704.9499
-787.7588
-136.4838
Comb17VIG
Combination
Max
8.5635
29.2068
152.7003 887.1973
-628.7061
150.714
Comb17VIG
Combination
Min
-8.5635
-29.2068 152.7003 611.7931
-707.5385
-150.714
Comb18COL
Combination
Max
31.7907
12.0339
284.3674 1413.4679 -1103.2417
170.2187
Comb18COL
Combination
Min
-31.7907
-12.0339 284.3674 1302.5946 -1401.9054 -170.2187
Comb19COL
Combination
Max
31.7907
12.0339
250.434 1246.9134
Comb19COL
Combination
Min
-31.7907
-12.0339
250.434 1136.0401 -1253.4338 -170.2187
Comb20COL
Combination
Max
10.6587
36.4562
284.3674 1529.9139 -1203.5171
Comb20COL
Combination
Min
-10.6587
-36.4562 284.3674 1186.1485 -1301.6301 -188.0065
Comb21COL
Combination
Max
10.6587
36.4562
250.434 1363.3594 -1055.0455
12.0339
-444.5546
170.2187
Min
-31.7907
-12.0339 135.7336 610.7813
-743.2184
-170.2187
Combination
Max
10.6587
36.4562
169.667 1004.6551
-693.3016
188.0065
Comb24COL
Combination
Min
-10.6587
-36.4562
169.667
660.8897
-791.4146
-188.0065
Comb25COL
Combination
Max
10.6587
36.4562
135.7336 838.1006
-544.83
188.0065
Comb25COL
Combination
Min
-10.6587
-36.4562 135.7336 494.3353
-642.943
-188.0065
Comb26CIM
Combination
0
0
169.667
-742.3581
0
Comb27CIM
Combination
0
0
233.4673 1108.1995 -1029.8661
0
Comb28CIM
Combination
0
0
169.667
832.7724
-742.3581
0
Comb29CIM
Combination
0
0
217.5173 1039.3427
-957.9891
0
Comb30CIM
0
169.667
Combination
0
0
169.667
832.7724
-742.3581
0
Comb32CIM
Combination
Max
16.6521
6.2987
169.667
861.7879
-664.1373
89.1421
Comb32CIM
Combination
Min
-16.6521
-6.2987
169.667
803.7569
-820.5789
-89.1421
Comb33CIM
Combination
Max
5.5789
19.096
169.667
922.8057
-716.6816
98.4629
Comb33CIM
Combination
Min
-5.5789
-19.096
169.667
742.7392
-768.0346
-98.4629
Comb34CIM
Combination
0
0
217.5173 1039.3427
-957.9891
Combination
Min
-10.6587
-36.4562
250.434
1019.594
-1153.1584 -188.0065
Max
31.7907
12.0339
169.667
888.2091
-593.0262
-742.3581
0
0
Combination
0
0
217.5173 1039.3427
-957.9891
0
Combination
Max
12.4671
4.7232
217.5173 1061.1013
-899.4271
66.769
Comb36CIM
Combination
Min
-12.4671
-4.7232
217.5173 1017.5841 -1016.5512
-66.769
Comb37CIM
Combination
Max
4.1833
14.2967
217.5173 1106.7482
-938.7351
73.7418
Comb37CIM
Combination
Min
-4.1833
-14.2967 217.5173 971.9373
-977.2432
-73.7418
Comb38CIM
Combination
Comb39CIM
Combination
Max
16.6521
6.2987
101.8002
528.679
-367.194
89.1421
Comb39CIM
Combination
Min
-16.6521
-6.2987
101.8002
470.648
-523.6357
-89.1421
101.8002 589.6967
Comb40CIM
Combination
0
0
101.8002 499.6635
-445.4149
0
Max
5.5789
19.096
-419.7383
98.4629
Comb40CIM
Combination
Min
-5.5789
-19.096
101.8002 409.6302
-471.0914
-98.4629
Env cim G
Combination
Max
0
0
233.4673 1108.1995
-742.3581
0
Min
Env cim G
Combination
0
0
169.667
832.7724
-1029.8661
SERVICIO I
Combination
0
0
169.667
832.7724
-742.3581
0
SERVICIO II
Combination
0
0
233.4673 1108.1995 -1029.8661
0
SERVICIO III
Combination
0
1070.4628
0
0
224.38
-988.4443
0
CIMENTACIÓN REACCIONES
Combination
Max
0
0
233.4673 1108.1995
-742.3581
0
CIMENTACIÓN REACCIONES
Combination
Min
0
0
169.667
-1029.8661
0
832.7724
Table 5.1 - Base Reactions (Part 2 of 2)
170.2187
Page 27 of 116
832.7724
Comb36CIM
188.0065
Combination
0
Comb35CIM
188.0065
Comb22COL
Combination
832.7724
Comb31CIM
170.2187
Comb21COL
ETABS v19.1.0
31.7907
Combination
Comb24COL
-150.714
Comb16VIG
-954.7701
Max
Comb23COL
ETABS v19.1.0
X
m
Y
m
Z
m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 28 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.1 - Base Reactions (Part 2 of 2, continued)
Table 5.1 - Base Reactions (Part 2 of 2, continued)
X
m
Y
m
Z
m
X
m
Y
m
Z
m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5.2 Story Results
Table 5.2 - Story Drifts
Direction
Drift
Label
X
m
Y
m
Z
m
X
1.5E-05
13
0.3925
7.0402
8.4
LinStatic
Y
2.3E-05
12
4.5911
7.0402
8.4
LinStatic
X
3.5E-05
10
0.3184
4.8402
Story
Output Case
Case Type
PlacaTanque
Dead
LinStatic
PlacaTanque
Dead
PlacaTanque
Gr
Step
Type
8.4
PlacaTanque
Gr
LinStatic
Y
8E-06
13
0.3925
7.0402
8.4
PlacaTanque
SDead
LinStatic
X
0.00011
24
4.5911
4.8402
8.4
PlacaTanque
SDead
LinStatic
Y
6.4E-05
13
0.3925
7.0402
8.4
PlacaTanque
SXest
LinStatic
X
0.00117
13
0.3925
7.0402
8.4
PlacaTanque
SDX
LinRespSpec
Max
X
0.003357
24
4.5911
4.8402
8.4
PlacaTanque
SDX
LinRespSpec
Max
Y
0.000798
10
0.3184
4.8402
8.4
PlacaTanque
SDY
LinRespSpec
Max
X
0.000321
10
0.3184
4.8402
8.4
PlacaTanque
SDY
LinRespSpec
Max
Y
0.00311
12
4.5911
7.0402
8.4
PlacaTanque
Live
LinStatic
X
0.000183
24
4.5911
4.8402
8.4
PlacaTanque
Live
LinStatic
Y
4.8E-05
13
0.3925
7.0402
8.4
PlacaTanque
SYest
LinStatic
Y
0.001121
13
0.3925
7.0402
8.4
PlacaTanque
Comb1
Combination
X
0.00017
13
0.3925
7.0402
8.4
PlacaTanque
Comb1
Combination
Y
0.000118
13
0.3925
7.0402
8.4
ETABS v19.1.0
Page 29 of 116
ETABS v19.1.0
Page 30 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.2 - Story Drifts (continued)
Drift
Label
X
m
Y
m
Z
m
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
X
0.000436
24
4.5911
4.8402
8.4
PlacaTanque
Comb13
Combination
Max
Y
0.000395
24
4.5911
4.8402
8.4
Combination
Y
0.000178
13
0.3925
7.0402
8.4
PlacaTanque
Comb13
Combination
Min
X
8.3E-05
24
4.5911
4.8402
8.4
PlacaTanque
Comb13
Combination
Min
Y
0.000517
12
4.5911
7.0402
8.4
Combination
X
0.000327
24
4.5911
4.8402
8.4
PlacaTanque
Comb14VIG
Combination
Max
X
0.001314
24
4.5911
4.8402
8.4
PlacaTanque
Comb14VIG
Combination
Max
Y
0.000307
10
0.3184
4.8402
8.4
PlacaTanque
Comb14VIG
Combination
Min
X
0.000661
10
0.3184
4.8402
8.4
PlacaTanque
Comb14VIG
Combination
Min
Y
0.000606
13
0.3925
7.0402
8.4
PlacaTanque
Comb15VIG
Combination
Max
X
0.000707
24
4.5911
4.8402
8.4
PlacaTanque
Comb15VIG
Combination
Max
Y
0.000799
12
4.5911
7.0402
8.4
PlacaTanque
Comb15VIG
Combination
Min
Y
0.001026
12
4.5911
7.0402
8.4
PlacaTanque
Comb16VIG
Combination
Max
X
0.001095
24
4.5911
4.8402
8.4
PlacaTanque
Comb16VIG
Combination
Max
Y
0.00038
10
0.3184
4.8402
8.4
PlacaTanque
Comb16VIG
Combination
Min
X
0.00088
24
4.5911
4.8402
8.4
PlacaTanque
Comb16VIG
Combination
Min
Y
0.000532
13
0.3925
7.0402
8.4
PlacaTanque
Comb17VIG
Combination
Max
X
0.000488
24
4.5911
4.8402
8.4
PlacaTanque
Comb17VIG
Combination
Max
Y
0.000851
12
4.5911
7.0402
8.4
PlacaTanque
Comb17VIG
Combination
Min
X
0.000273
24
4.5911
4.8402
8.4
Output Case
Case Type
PlacaTanque
Comb2
Combination
PlacaTanque
Comb2
PlacaTanque
Comb3
PlacaTanque
PlacaTanque
Comb3
Comb4
Table 5.2 - Story Drifts (continued)
Direction
Story
Step
Type
Combination
Y
Combination
X
0.000149
0.000146
13
13
0.3925
0.3925
7.0402
7.0402
8.4
8.4
PlacaTanque
Comb4
Combination
Y
0.000102
13
0.3925
7.0402
8.4
PlacaTanque
Comb5
Combination
X
0.000146
13
0.3925
7.0402
8.4
PlacaTanque
PlacaTanque
Comb5
Comb6
Combination
Y
Combination
X
0.000102
0.000327
13
24
0.3925
4.5911
7.0402
4.8402
8.4
8.4
PlacaTanque
Comb6
Combination
Y
0.000149
13
0.3925
7.0402
8.4
PlacaTanque
Comb7
Combination
X
0.000327
24
4.5911
4.8402
8.4
PlacaTanque
Comb7
Combination
Y
0.000149
13
0.3925
7.0402
8.4
PlacaTanque
Comb8
Combination
X
0.000821
24
4.5911
4.8402
8.4
PlacaTanque
PlacaTanque
Comb8
Comb8
Combination
Combination
Max
Min
Min
X
Y
0.000168
0.000377
10
13
0.3184
0.3925
4.8402
7.0402
8.4
8.4
PlacaTanque
Comb9
Combination
Max
X
0.000517
24
4.5911
4.8402
8.4
PlacaTanque
Comb9
Combination
Max
Y
0.000344
24
4.5911
4.8402
8.4
PlacaTanque
Combination
Min
PlacaTanque
Comb9
Combination
Min
PlacaTanque
Comb10
Comb9
Combination
X
0.00014
12
4.5911
7.0402
Y
0.00057
12
4.5911
7.0402
X
0.00011
13
0.3925
7.0402
PlacaTanque
Comb10
Combination
PlacaTanque
Comb11
PlacaTanque
Comb11
PlacaTanque
Comb12
Combination
8.4
Y
7.6E-05
13
0.3925
7.0402
8.4
Combination
X
0.00011
13
0.3925
7.0402
8.4
Combination
Y
7.6E-05
13
0.3925
7.0402
8.4
X
0.000602
24
4.5911
4.8402
8.4
Max
8.4
8.4
PlacaTanque
Comb12
Combination
Max
Y
0.000152
10
0.3184
4.8402
8.4
PlacaTanque
Comb12
Combination
Min
X
0.000386
24
4.5911
4.8402
8.4
PlacaTanque
PlacaTanque
ETABS v19.1.0
Comb12
Comb13
Combination
Combination
Min
Max
Y
X
0.000304
0.000298
13
24
0.3925
4.5911
7.0402
4.8402
PlacaTanque
Comb17VIG
Combination
Min
Y
0.000974
12
4.5911
7.0402
8.4
PlacaTanque
Comb18COL
Combination
Max
X
0.001571
24
4.5911
4.8402
8.4
PlacaTanque
Comb18COL
Combination
Max
Y
0.000411
10
0.3184
4.8402
8.4
PlacaTanque
Comb18COL
Combination
Min
X
0.000894
24
4.5911
4.8402
8.4
PlacaTanque
Comb18COL
Combination
Min
Y
0.000726
13
0.3925
7.0402
8.4
PlacaTanque
Comb19COL
Combination
Max
X
0.001548
24
4.5911
4.8402
8.4
PlacaTanque
Comb19COL
Combination
Max
Y
0.000428
10
0.3184
4.8402
8.4
PlacaTanque
Comb19COL
Combination
Min
X
0.000918
24
4.5911
4.8402
8.4
PlacaTanque
Comb19COL
Combination
Min
Y
0.000709
13
0.3925
7.0402
8.4
PlacaTanque
Comb20COL
Combination
Max
X
0.000812
24
4.5911
4.8402
8.4
8.4
8.4
Page 31 of 116
ETABS v19.1.0
Page 32 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.2 - Story Drifts (continued)
Table 5.2 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Story
Output Case
Case Type
Direction
Drift
Label
X
m
Y
m
Z
m
PlacaTanque
Comb20COL
Combination
Max
Y
0.001019
12
4.5911
7.0402
8.4
PlacaTanque
Comb27CIM
Combination
Y
0.000132
13
0.3925
7.0402
8.4
PlacaTanque
Comb20COL
Combination
Min
X
0.000137
10
0.3184
4.8402
8.4
PlacaTanque
Comb28CIM
Combination
X
0.000122
13
0.3925
7.0402
8.4
PlacaTanque
Comb20COL
Combination
Min
Y
0.001259
12
4.5911
7.0402
8.4
PlacaTanque
Comb28CIM
Combination
Y
8.5E-05
13
0.3925
7.0402
8.4
PlacaTanque
Comb29CIM
Combination
X
0.000257
24
4.5911
4.8402
8.4
PlacaTanque
Comb21COL
Combination
Max
X
0.000788
24
4.5911
4.8402
8.4
PlacaTanque
Comb29CIM
Combination
Y
0.00012
13
0.3925
7.0402
8.4
PlacaTanque
Comb21COL
Combination
Max
Y
0.001032
12
4.5911
7.0402
8.4
PlacaTanque
Comb30CIM
Combination
X
0.000122
13
0.3925
7.0402
8.4
PlacaTanque
Comb21COL
Combination
Min
X
0.000161
10
0.3184
4.8402
8.4
PlacaTanque
Comb30CIM
Combination
Y
8.5E-05
13
0.3925
7.0402
8.4
PlacaTanque
Comb31CIM
Combination
X
0.000122
13
0.3925
7.0402
8.4
PlacaTanque
Comb21COL
Combination
Min
Y
0.001245
12
4.5911
7.0402
8.4
PlacaTanque
Comb31CIM
Combination
PlacaTanque
Comb22COL
Combination
Max
X
0.001353
24
4.5911
4.8402
8.4
PlacaTanque
Comb32CIM
Combination
Max
PlacaTanque
Comb22COL
Combination
Max
Y
0.000484
10
0.3184
4.8402
8.4
PlacaTanque
Comb32CIM
Combination
PlacaTanque
Comb22COL
Combination
Min
X
0.001113
24
4.5911
4.8402
8.4
PlacaTanque
Comb32CIM
Combination
PlacaTanque
Comb22COL
Combination
Min
Y
0.000653
13
0.3925
7.0402
8.4
PlacaTanque
Comb32CIM
PlacaTanque
Comb23COL
Combination
Max
X
0.001329
24
4.5911
4.8402
8.4
PlacaTanque
PlacaTanque
Comb23COL
Combination
Max
Y
0.000501
10
0.3184
4.8402
8.4
PlacaTanque
Comb23COL
Combination
Min
X
0.001137
24
4.5911
4.8402
8.4
PlacaTanque
Comb23COL
Combination
Min
Y
0.000636
13
0.3925
7.0402
PlacaTanque
Comb24COL
Combination
Max
X
0.000593
24
4.5911
PlacaTanque
Comb24COL
Combination
Max
Y
0.001071
12
PlacaTanque
Comb24COL
Combination
Min
X
0.000354
24
Y
8.5E-05
13
0.3925
7.0402
8.4
X
0.000765
24
4.5911
4.8402
8.4
Max
Y
0.000213
10
0.3184
4.8402
8.4
Min
X
0.000526
24
4.5911
4.8402
8.4
Combination
Min
Y
0.000382
13
0.3925
7.0402
8.4
Comb33CIM
Combination
Max
X
0.000368
24
4.5911
4.8402
8.4
PlacaTanque
Comb33CIM
Combination
Max
Y
0.000529
12
4.5911
7.0402
8.4
PlacaTanque
Comb33CIM
Combination
Min
X
0.000128
24
4.5911
4.8402
8.4
8.4
PlacaTanque
Comb33CIM
Combination
Min
Y
0.000665
12
4.5911
7.0402
8.4
4.8402
8.4
PlacaTanque
Comb34CIM
Combination
X
0.000257
24
4.5911
4.8402
8.4
4.5911
7.0402
8.4
PlacaTanque
Comb34CIM
Combination
Y
0.00012
13
0.3925
7.0402
8.4
PlacaTanque
Comb35CIM
Combination
X
0.000257
24
4.5911
4.8402
8.4
4.5911
4.8402
8.4
PlacaTanque
Comb35CIM
Combination
Y
0.00012
13
0.3925
7.0402
8.4
PlacaTanque
Comb24COL
Combination
Min
Y
0.001207
12
4.5911
7.0402
8.4
PlacaTanque
Comb25COL
Combination
Max
X
0.000569
24
4.5911
4.8402
8.4
PlacaTanque
Comb25COL
Combination
Max
Y
0.001084
12
4.5911
7.0402
8.4
PlacaTanque
Comb25COL
Combination
Min
0.000378
24
4.5911
4.8402
8.4
PlacaTanque
Comb25COL
Combination
Y
0.001193
12
4.5911
7.0402
PlacaTanque
Comb26CIM
Combination
X
0.000122
13
0.3925
7.0402
8.4
PlacaTanque
Comb26CIM
Combination
Y
8.5E-05
13
0.3925
7.0402
8.4
PlacaTanque
Comb27CIM
Min
X
Combination
X
0.000303
24
Step
Type
4.5911
8.4
4.8402
8.4
PlacaTanque
Comb36CIM
Combination
Max
X
0.00074
24
4.5911
4.8402
8.4
PlacaTanque
Comb36CIM
Combination
Max
Y
0.000103
10
0.3184
4.8402
8.4
PlacaTanque
Comb36CIM
Combination
Min
X
0.000227
10
0.3184
4.8402
8.4
PlacaTanque
Comb36CIM
Combination
Min
Y
0.000343
13
0.3925
7.0402
8.4
PlacaTanque
Comb37CIM
Combination
Max
X
0.000443
24
4.5911
4.8402
8.4
PlacaTanque
Comb37CIM
Combination
Max
Y
0.000356
24
4.5911
4.8402
8.4
PlacaTanque
Comb37CIM
Combination
Min
X
7.7E-05
13
0.3925
7.0402
8.4
PlacaTanque
Comb37CIM
Combination
Min
Y
0.000538
12
4.5911
7.0402
8.4
PlacaTanque
Comb38CIM
Combination
X
7.3E-05
13
0.3925
7.0402
8.4
ETABS v19.1.0
Page 33 of 116
ETABS v19.1.0
Page 34 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.2 - Story Drifts (continued)
Story
Output Case
Case Type
PlacaTanque
Comb38CIM
Combination
PlacaTanque
Comb39CIM
Combination
PlacaTanque
Comb39CIM
Combination
PlacaTanque
Comb39CIM
Combination
PlacaTanque
Comb39CIM
Combination
PlacaTanque
Comb40CIM
Combination
PlacaTanque
Comb40CIM
Combination
PlacaTanque
Comb40CIM
Combination
PlacaTanque
PlacaTanque
Comb40CIM
Env cim G
Combination
Combination
Step
Type
Table 5.2 - Story Drifts (continued)
Direction
Drift
Label
X
m
Y
m
Z
m
Y
5.1E-05
13
0.3925
7.0402
8.4
Max
X
0.000718
24
4.5911
4.8402
8.4
Max
Y
0.000247
10
0.3184
4.8402
8.4
Min
X
0.000574
24
4.5911
4.8402
8.4
Min
Y
0.000348
13
0.3925
7.0402
8.4
Max
X
0.00032
24
4.5911
4.8402
8.4
Max
Y
0.000556
12
4.5911
7.0402
8.4
Min
X
0.000176
24
4.5911
4.8402
8.4
Min
Max
Y
X
0.000637
0.000303
12
24
4.5911
4.5911
7.0402
4.8402
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Cubierta
SDX
LinRespSpec
Max
X
0.009963
3
8.2911
-1.7507
5.6
Cubierta
SDX
LinRespSpec
Max
Y
0.002424
6
0.1309
-0.7327
5.6
Cubierta
SDY
LinRespSpec
Max
Y
0.006544
18
0.507
10.4422
5.6
Cubierta
Live
LinStatic
Y
8.9E-05
3
8.2911
-1.7507
5.6
Cubierta
SYest
LinStatic
Y
0.006626
19
8.2911
10.4422
5.6
Cubierta
Comb1
Combination
Y
0.000317
3
8.2911
-1.7507
5.6
Cubierta
Comb2
Combination
Y
0.000415
3
8.2911
-1.7507
5.6
Cubierta
Comb3
Combination
Y
0.000361
3
8.2911
-1.7507
5.6
Cubierta
Comb4
Combination
Y
0.000272
3
8.2911
-1.7507
5.6
Cubierta
Comb5
Combination
Y
0.000272
3
8.2911
-1.7507
5.6
8.4
8.4
PlacaTanque
Env cim G
Combination
Max
Y
8.5E-05
13
0.3925
7.0402
8.4
PlacaTanque
Env cim G
Combination
Min
X
0.000122
13
0.3925
7.0402
8.4
Cubierta
Comb6
Combination
Y
0.000361
3
8.2911
-1.7507
5.6
PlacaTanque
Env cim G
Combination
Min
Y
0.000132
13
0.3925
7.0402
8.4
Cubierta
Comb7
Combination
Y
0.000361
3
8.2911
-1.7507
5.6
PlacaTanque
SERVICIO I
Combination
X
0.000122
13
0.3925
7.0402
8.4
Cubierta
Comb8
Combination
Max
X
0.001383
3
8.2911
-1.7507
5.6
PlacaTanque
SERVICIO I
Combination
Y
8.5E-05
13
0.3925
7.0402
8.4
Cubierta
Comb8
Combination
Max
Y
0.000364
6
0.1309
-0.7327
5.6
PlacaTanque
SERVICIO II
Combination
X
0.000303
24
4.5911
4.8402
8.4
Cubierta
Comb8
Combination
Min
X
0.001491
3
8.2911
-1.7507
5.6
PlacaTanque
SERVICIO II
Combination
Y
0.000132
13
0.3925
7.0402
8.4
PlacaTanque
SERVICIO III
Combination
X
0.000283
24
4.5911
4.8402
8.4
PlacaTanque
SERVICIO III
Combination
PlacaTanque CIMENTACIÓN REACCIONES Combination
Max
Y
0.000127
13
0.3925
7.0402
8.4
X
0.000303
24
4.5911
4.8402
8.4
PlacaTanque CIMENTACIÓN REACCIONES Combination
Max
Y
8.5E-05
13
0.3925
7.0402
8.4
PlacaTanque CIMENTACIÓN REACCIONES Combination
Min
X
0.000122
13
0.3925
7.0402
8.4
PlacaTanque CIMENTACIÓN REACCIONES Combination
Min
Y
0.000132
13
0.3925
7.0402
Comb8
Combination
Min
Y
0.000957
3
8.2911
-1.7507
5.6
Cubierta
Comb9
Combination
Max
X
0.000419
9
0.1606
0.15
5.6
Cubierta
Comb9
Combination
Max
Y
0.000773
6
0.1309
-0.7327
5.6
Cubierta
Comb9
Combination
Min
X
0.000523
3
8.2911
-1.7507
5.6
Min
Cubierta
Comb9
Combination
Y
0.001339
3
8.2911
-1.7507
5.6
Cubierta
Comb10
Combination
Y
0.000204
3
8.2911
-1.7507
5.6
Cubierta
Comb11
Combination
Y
0.000204
3
8.2911
-1.7507
5.6
Cubierta
Comb12
Combination
Max
X
0.001406
3
8.2911
-1.7507
5.6
Cubierta
Comb12
Combination
Max
Y
0.000479
6
0.1309
-0.7327
5.6
Cubierta
Comb12
Combination
Min
X
0.001468
3
8.2911
-1.7507
5.6
Cubierta
Comb12
Combination
Min
Y
0.0008
19
8.2911
10.4422
5.6
8.4
Cubierta
Dead
LinStatic
X
7E-06
18
0.507
10.4422
5.6
Cubierta
Dead
LinStatic
Y
3.2E-05
22
4.5911
10.4422
5.6
Cubierta
Gr
LinStatic
X
4E-06
11
8.2911
4.8402
5.6
Cubierta
Gr
LinStatic
Y
1.1E-05
28
4.5911
-0.4827
5.6
Cubierta
SDead
LinStatic
Y
0.000197
3
8.2911
-1.7507
5.6
Cubierta
SXest
LinStatic
X
0.006008
3
8.2911
-1.7507
5.6
ETABS v19.1.0
Cubierta
Page 35 of 116
ETABS v19.1.0
Page 36 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.2 - Story Drifts (continued)
Table 5.2 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Cubierta
Comb13
Combination
Max
X
0.000438
3
8.2911
-1.7507
5.6
Cubierta
Comb19COL
Combination
Min
Y
0.001824
19
8.2911
10.4422
5.6
Cubierta
Comb13
Combination
Max
Y
0.000888
6
0.1309
-0.7327
5.6
Cubierta
Comb20COL
Combination
Max
X
0.00111
3
8.2911
-1.7507
5.6
Cubierta
Comb13
Combination
Min
X
0.0005
3
8.2911
-1.7507
5.6
Cubierta
Comb20COL
Combination
Max
Y
0.002306
6
0.1309
-0.7327
5.6
Cubierta
Comb13
Combination
Min
Y
0.001183
18
0.507
10.4422
5.6
Cubierta
Comb20COL
Combination
Min
X
0.001225
3
8.2911
-1.7507
5.6
Cubierta
Comb14VIG
Combination
Max
X
0.00282
3
8.2911
-1.7507
5.6
Cubierta
Comb20COL
Combination
Min
Y
0.002864
6
0.1309
-0.7327
5.6
Cubierta
Comb14VIG
Combination
Max
Y
0.000991
6
0.1309
-0.7327
5.6
Cubierta
Comb21COL
Combination
Max
X
0.001117
3
8.2911
-1.7507
5.6
Cubierta
Comb21COL
Combination
Max
Y
0.002339
6
0.1309
-0.7327
5.6
Cubierta
Comb21COL
Combination
Min
X
0.001218
3
8.2911
-1.7507
5.6
Cubierta
Comb21COL
Combination
Min
Y
0.002831
6
0.1309
-0.7327
5.6
Cubierta
Comb22COL
Combination
Max
X
0.003552
3
8.2911
-1.7507
5.6
Cubierta
Comb22COL
Combination
Max
Y
0.001399
6
0.1309
-0.7327
5.6
Cubierta
Comb22COL
Combination
Min
X
0.003622
3
8.2911
-1.7507
5.6
Cubierta
Comb22COL
Combination
Min
Y
0.001726
6
0.1309
-0.7327
5.6
Cubierta
Comb23COL
Combination
Max
X
0.003559
3
8.2911
-1.7507
5.6
Cubierta
Comb23COL
Combination
Max
Y
0.001431
6
0.1309
-0.7327
5.6
Cubierta
Comb23COL
Combination
Min
X
0.003615
3
8.2911
-1.7507
5.6
Cubierta
Comb23COL
Combination
Min
Y
0.001694
6
0.1309
-0.7327
5.6
Cubierta
Comb24COL
Combination
Max
X
0.001133
3
8.2911
-1.7507
5.6
Cubierta
Comb24COL
Combination
Max
Y
0.002421
6
0.1309
-0.7327
5.6
Cubierta
Comb24COL
Combination
Min
X
0.001202
3
8.2911
-1.7507
5.6
Cubierta
Comb24COL
Combination
Min
Y
0.002749
6
0.1309
-0.7327
5.6
Cubierta
Comb25COL
Combination
Max
X
0.00114
3
8.2911
-1.7507
5.6
Cubierta
Comb25COL
Combination
Max
Y
0.002454
6
0.1309
-0.7327
5.6
Cubierta
Comb25COL
Combination
Min
X
0.001195
3
8.2911
-1.7507
5.6
Cubierta
Comb25COL
Combination
Min
Y
0.002716
6
0.1309
-0.7327
5.6
Cubierta
Comb26CIM
Combination
Y
0.000227
3
8.2911
-1.7507
5.6
Cubierta
Comb14VIG
Combination
Min
X
0.002928
3
8.2911
-1.7507
5.6
Cubierta
Comb14VIG
Combination
Min
Y
0.001553
3
8.2911
-1.7507
5.6
Cubierta
Cubierta
Comb15VIG
Comb15VIG
Combination
Combination
Max
Max
X
Y
0.000884
0.001809
3
6
8.2911
0.1309
-1.7507
-0.7327
5.6
5.6
Cubierta
Comb15VIG
Combination
Min
X
0.000992
3
8.2911
-1.7507
5.6
Cubierta
Comb15VIG
Combination
Min
Y
0.002334
6
0.1309
-0.7327
5.6
Cubierta
Cubierta
Comb16VIG
Comb16VIG
Combination
Combination
Max
Max
X
Y
0.002842
0.001106
3
6
8.2911
0.1309
-1.7507
-0.7327
5.6
5.6
Cubierta
Comb16VIG
Combination
Min
X
0.002905
3
8.2911
-1.7507
5.6
Cubierta
Comb16VIG
Combination
Min
Y
0.001401
6
0.1309
-0.7327
5.6
Cubierta
Cubierta
Comb17VIG
Comb17VIG
Combination
Combination
Max
Max
X
Y
0.000907
0.001924
3
6
8.2911
0.1309
-1.7507
-0.7327
5.6
5.6
Cubierta
Comb17VIG
Combination
Min
X
0.000969
3
8.2911
-1.7507
5.6
Cubierta
Comb17VIG
Combination
Min
Y
0.002219
6
0.1309
-0.7327
5.6
Cubierta
Comb18COL
Combination
Max
X
0.00353
3
8.2911
-1.7507
5.6
Cubierta
Comb18COL
Combination
Max
Y
0.001284
6
0.1309
-0.7327
5.6
Cubierta
Comb18COL
Combination
Min
X
0.003644
3
8.2911
-1.7507
5.6
Cubierta
Comb18COL
Combination
Min
Y
0.001869
3
8.2911
-1.7507
5.6
Cubierta
Cubierta
Cubierta
Comb19COL
Comb19COL
Comb19COL
Combination
Combination
Combination
Max
Max
Min
X
Y
X
0.003537
0.001316
0.003637
3
6
3
8.2911
0.1309
8.2911
-1.7507
-0.7327
-1.7507
5.6
5.6
5.6
ETABS v19.1.0
Page 37 of 116
ETABS v19.1.0
Page 38 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.2 - Story Drifts (continued)
Table 5.2 - Story Drifts (continued)
Direction
Drift
Label
X
m
Y
m
Z
m
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Combination
Y
0.000316
3
8.2911
-1.7507
5.6
Cubierta
Comb40CIM
Combination
Max
Y
0.001256
6
0.1309
-0.7327
5.6
Comb28CIM
Combination
Y
0.000227
3
8.2911
-1.7507
5.6
Cubierta
Comb40CIM
Combination
Min
X
0.000632
3
8.2911
-1.7507
5.6
Comb29CIM
Combination
Y
0.000294
3
8.2911
-1.7507
5.6
Cubierta
Comb40CIM
Combination
Min
Y
0.001452
6
0.1309
-0.7327
5.6
Cubierta
Comb30CIM
Combination
Y
0.000227
3
8.2911
-1.7507
5.6
Cubierta
Env cim G
Combination
Max
Y
0.000227
3
8.2911
-1.7507
5.6
Cubierta
Comb31CIM
Combination
Y
0.000227
3
8.2911
-1.7507
5.6
Cubierta
Env cim G
Combination
Min
Cubierta
Comb32CIM
Combination
Max
X
0.001844
3
8.2911
-1.7507
5.6
Cubierta
SERVICIO I
Combination
Story
Output Case
Case Type
Cubierta
Comb27CIM
Cubierta
Cubierta
Step
Type
Y
0.000316
3
8.2911
-1.7507
5.6
Y
0.000227
3
8.2911
-1.7507
5.6
Cubierta
Comb32CIM
Combination
Max
Y
0.000654
6
0.1309
-0.7327
5.6
Cubierta
SERVICIO II
Combination
Y
0.000316
3
8.2911
-1.7507
5.6
Cubierta
Comb32CIM
Combination
Min
X
0.001914
3
8.2911
-1.7507
5.6
Cubierta
SERVICIO III
Combination
Y
0.000302
3
8.2911
-1.7507
5.6
Cubierta
Comb32CIM
Combination
Min
Y
0.001006
19
8.2911
10.4422
5.6
Cubierta
CIMENTACIÓN REACCIONES Combination
Max
Y
0.000227
3
8.2911
-1.7507
5.6
Cubierta
Comb33CIM
Combination
Max
X
0.000576
3
8.2911
-1.7507
5.6
Cubierta
CIMENTACIÓN REACCIONES Combination
Min
Y
0.000316
3
8.2911
-1.7507
5.6
Cubierta
Comb33CIM
Combination
Max
Y
0.00119
6
0.1309
-0.7327
5.6
Piso2
Dead
X
5E-06
20
8.2911
7.0402
2.8
Cubierta
Comb33CIM
Combination
Min
X
0.000646
3
8.2911
-1.7507
5.6
Piso2
Dead
LinStatic
Y
1.5E-05
30
8.2911
-0.4827
2.8
Piso2
Gr
LinStatic
X
2E-06
9
0.1606
0.15
2.8
Piso2
Gr
LinStatic
Y
1E-06
1
0.5911
12.9423
2.8
Piso2
SDead
LinStatic
Y
8.6E-05
20
8.2911
7.0402
2.8
X
0.004394
28
4.5911
-0.4827
2.8
X
0.009697
28
4.5911
-0.4827
2.8
Cubierta
Comb33CIM
Combination
Cubierta
Comb34CIM
Cubierta
Comb35CIM
Cubierta
Comb36CIM
Combination
Cubierta
Comb36CIM
Combination
Cubierta
Comb36CIM
Cubierta
Cubierta
Min
Y
0.001518
6
0.1309
-0.7327
5.6
Combination
Y
0.000294
3
8.2911
-1.7507
5.6
Piso2
SXest
LinStatic
Combination
Y
0.000294
3
8.2911
-1.7507
5.6
Piso2
SDX
LinRespSpec
Max
X
0.001363
3
8.2911
-1.7507
5.6
Piso2
SDX
LinRespSpec
Max
Y
0.002419
9
0.1606
0.15
2.8
Max
Y
0.0004
6
0.1309
-0.7327
5.6
Piso2
SDY
LinRespSpec
Max
Y
0.006084
28
4.5911
-0.4827
2.8
Combination
Min
X
0.001451
3
8.2911
-1.7507
5.6
Piso2
Live
LinStatic
Y
3.3E-05
20
8.2911
7.0402
2.8
Comb36CIM
Combination
Min
Y
0.000876
3
8.2911
-1.7507
5.6
Piso2
SYest
LinStatic
Y
0.006577
28
4.5911
-0.4827
2.8
Comb37CIM
Combination
Max
X
0.000414
3
8.2911
-1.7507
5.6
Piso2
Comb1
Combination
Y
0.000139
20
8.2911
7.0402
2.8
Piso2
Comb2
Combination
Y
0.000172
20
8.2911
7.0402
2.8
Piso2
Comb3
Combination
Y
0.000152
20
8.2911
7.0402
2.8
Piso2
Comb4
Combination
Y
0.00012
20
8.2911
7.0402
2.8
Piso2
Comb5
Combination
Y
0.00012
20
8.2911
7.0402
2.8
Piso2
Comb6
Combination
Y
0.000152
20
8.2911
7.0402
2.8
Piso2
Comb7
Combination
Y
0.000152
20
8.2911
7.0402
2.8
Piso2
Comb8
Combination
X
0.001381
30
8.2911
-0.4827
2.8
Cubierta
Comb37CIM
Combination
Max
Y
0.0008
6
0.1309
-0.7327
5.6
Cubierta
Comb37CIM
Combination
Min
X
0.000502
3
8.2911
-1.7507
5.6
Cubierta
Comb37CIM
Combination
Min
Y
0.00125
3
8.2911
-1.7507
5.6
Cubierta
Comb38CIM
Combination
Y
0.000136
3
8.2911
-1.7507
5.6
Cubierta
Comb39CIM
Combination
Max
X
0.001858
3
8.2911
-1.7507
5.6
Cubierta
Comb39CIM
Combination
Max
Y
0.00072
6
0.1309
-0.7327
5.6
Cubierta
Comb39CIM
Combination
Min
X
0.0019
3
8.2911
-1.7507
5.6
Cubierta
Comb39CIM
Combination
Min
Y
0.000916
6
0.1309
-0.7327
5.6
Cubierta
Comb40CIM
Combination
Max
X
0.00059
3
8.2911
-1.7507
5.6
ETABS v19.1.0
LinStatic
Page 39 of 116
ETABS v19.1.0
Max
Max
Page 40 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.2 - Story Drifts (continued)
Table 5.2 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Piso2
Comb8
Combination
Max
Y
0.000477
9
0.1606
0.15
2.8
Piso2
Comb16VIG
Combination
Min
X
0.002805
28
4.5911
-0.4827
2.8
Piso2
Comb8
Combination
Min
X
0.001419
28
4.5911
-0.4827
2.8
Piso2
Comb16VIG
Combination
Min
Y
0.001257
9
0.1606
0.15
2.8
Piso2
Comb8
Combination
Min
Y
0.000721
30
8.2911
-0.4827
2.8
Piso2
Comb17VIG
Combination
Max
X
0.00089
30
8.2911
-0.4827
2.8
Piso2
Comb17VIG
Combination
Max
Y
0.001792
9
0.1606
0.15
2.8
Piso2
Comb9
Combination
Max
X
0.000434
30
8.2911
-0.4827
2.8
Piso2
Comb17VIG
Combination
Min
X
0.000911
28
4.5911
-0.4827
2.8
Piso2
Comb9
Combination
Max
Y
0.000813
9
0.1606
0.15
2.8
Piso2
Comb9
Combination
Min
X
0.000473
28
4.5911
-0.4827
2.8
Piso2
Comb9
Combination
Y
0.001052
30
8.2911
-0.4827
2.8
Piso2
Comb10
Combination
Min
Y
9E-05
20
8.2911
7.0402
2.8
Piso2
Comb11
Combination
Y
9E-05
20
8.2911
7.0402
2.8
Piso2
Comb12
Combination
Max
X
0.001387
30
8.2911
-0.4827
2.8
Piso2
Comb12
Combination
Max
Y
0.000526
9
0.1606
0.15
2.8
Piso2
Comb17VIG
Combination
Min
Y
0.001929
9
0.1606
0.15
2.8
Piso2
Comb18COL
Combination
Max
X
0.003468
30
8.2911
-0.4827
2.8
Piso2
Comb18COL
Combination
Max
Y
0.001357
9
0.1606
0.15
2.8
Piso2
Comb18COL
Combination
Min
X
0.003511
28
4.5911
-0.4827
2.8
Piso2
Comb18COL
Combination
Min
Y
0.001606
9
0.1606
0.15
2.8
Piso2
Comb19COL
Combination
Max
X
0.00347
30
8.2911
-0.4827
2.8
Piso2
Comb12
Combination
Min
X
0.001408
28
4.5911
-0.4827
2.8
Piso2
Comb19COL
Combination
Max
Y
0.001372
9
0.1606
0.15
2.8
Piso2
Comb12
Combination
Min
Y
0.000663
9
0.1606
0.15
2.8
Piso2
Comb19COL
Combination
Min
X
0.003508
28
4.5911
-0.4827
2.8
Piso2
Comb13
Combination
Max
X
0.000441
30
8.2911
-0.4827
2.8
Piso2
Comb19COL
Combination
Min
Y
0.001591
9
0.1606
0.15
2.8
Piso2
Comb13
Combination
Max
Y
0.000861
9
0.1606
0.15
2.8
Piso2
Comb20COL
Combination
Max
X
0.001103
30
8.2911
-0.4827
2.8
Piso2
Comb13
Combination
Min
X
0.000461
28
4.5911
-0.4827
2.8
Piso2
Comb20COL
Combination
Max
Y
0.002197
9
0.1606
0.15
2.8
Piso2
Comb13
Combination
Min
Y
0.000999
9
0.1606
0.15
2.8
Piso2
Comb20COL
Combination
Min
X
0.001144
28
4.5911
-0.4827
2.8
Piso2
Comb14VIG
Combination
Max
X
0.002776
30
8.2911
-0.4827
2.8
Piso2
Comb20COL
Combination
Min
Y
0.002446
9
0.1606
0.15
2.8
Piso2
Comb14VIG
Combination
Max
Y
0.001072
9
0.1606
0.15
2.8
Piso2
Comb21COL
Combination
Max
X
0.001105
30
8.2911
-0.4827
2.8
Piso2
Comb14VIG
Combination
Min
X
0.002816
28
4.5911
-0.4827
2.8
Piso2
Comb21COL
Combination
Max
Y
0.002212
9
0.1606
0.15
2.8
Piso2
Comb14VIG
Combination
Min
Y
0.001306
9
0.1606
0.15
2.8
Piso2
Comb21COL
Combination
Min
X
0.001141
28
4.5911
-0.4827
2.8
Piso2
Comb15VIG
Combination
Max
X
0.000884
30
8.2911
-0.4827
2.8
Piso2
Comb21COL
Combination
Min
Y
0.002431
9
0.1606
0.15
2.8
Piso2
Comb15VIG
Combination
Max
Y
0.001743
9
0.1606
0.15
2.8
Piso2
Comb22COL
Combination
Max
X
0.003474
30
8.2911
-0.4827
2.8
Piso2
Comb15VIG
Combination
Min
X
0.000922
28
4.5911
-0.4827
2.8
Piso2
Comb22COL
Combination
Max
Y
0.001405
9
0.1606
0.15
2.8
Piso2
Comb15VIG
Combination
Min
Y
0.001977
9
0.1606
0.15
2.8
Piso2
Comb22COL
Combination
Min
X
0.003499
28
4.5911
-0.4827
2.8
Piso2
Comb16VIG
Combination
Max
X
0.002783
30
8.2911
-0.4827
2.8
Piso2
Comb22COL
Combination
Min
Y
0.001558
9
0.1606
0.15
2.8
Piso2
Comb16VIG
Combination
Max
Y
0.00112
9
0.1606
0.15
2.8
ETABS v19.1.0
Page 41 of 116
ETABS v19.1.0
Page 42 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.2 - Story Drifts (continued)
Table 5.2 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
Piso2
Comb23COL
Combination
Max
X
0.003476
30
8.2911
-0.4827
2.8
Piso2
Comb36CIM
Combination
Max
Y
0.000486
9
0.1606
0.15
2.8
Piso2
Comb23COL
Combination
Max
Y
0.001421
9
0.1606
0.15
2.8
Piso2
Comb36CIM
Combination
Min
X
0.001386
28
4.5911
-0.4827
2.8
Piso2
Comb23COL
Combination
Min
X
0.003497
28
4.5911
-0.4827
2.8
Piso2
Comb36CIM
Combination
Min
Y
0.000681
30
8.2911
-0.4827
2.8
Piso2
Comb23COL
Combination
Min
Y
0.001543
9
0.1606
0.15
2.8
Piso2
Comb37CIM
Combination
Max
X
0.000427
30
8.2911
-0.4827
2.8
Piso2
Comb24COL
Combination
Max
X
0.001109
30
8.2911
-0.4827
2.8
Piso2
Comb37CIM
Combination
Max
Y
0.000815
9
0.1606
0.15
2.8
Piso2
Comb24COL
Combination
Max
Y
0.002245
9
0.1606
0.15
2.8
Piso2
Comb37CIM
Combination
Min
X
0.000458
28
4.5911
-0.4827
2.8
Piso2
Comb24COL
Combination
Min
X
0.001132
28
4.5911
-0.4827
2.8
Piso2
Comb37CIM
Combination
Min
Y
0.001006
9
0.1606
0.15
2.8
2.8
Piso2
Comb38CIM
Combination
Y
6E-05
20
8.2911
7.0402
Piso2
Comb39CIM
Combination
Max
X
0.001819
30
8.2911
-0.4827
2.8
Piso2
Comb39CIM
Combination
Max
Y
0.00073
9
0.1606
0.15
2.8
Piso2
Comb39CIM
Combination
Min
X
0.001834
28
4.5911
-0.4827
2.8
Piso2
Comb39CIM
Combination
Min
Y
0.000822
9
0.1606
0.15
2.8
Piso2
Comb40CIM
Combination
Max
X
0.00058
30
8.2911
-0.4827
2.8
Piso2
Comb40CIM
Combination
Max
Y
0.00117
9
0.1606
0.15
2.8
Piso2
Comb40CIM
Combination
Min
X
0.000594
28
4.5911
-0.4827
2.8
2.8
Piso2
Comb40CIM
Combination
Min
Y
0.001262
9
0.1606
0.15
2.8
2.8
Piso2
Env cim G
Combination
Max
Y
0.0001
20
8.2911
7.0402
2.8
Min
Y
0.000132
20
8.2911
7.0402
2.8
Y
0.0001
20
8.2911
7.0402
2.8
Piso2
Comb24COL
Combination
Min
Y
0.002398
9
0.1606
0.15
2.8
Piso2
Comb25COL
Combination
Max
X
0.001111
30
8.2911
-0.4827
2.8
Piso2
Comb25COL
Combination
Max
Y
0.00226
9
0.1606
0.15
2.8
Piso2
Comb25COL
Combination
Min
X
0.00113
28
4.5911
-0.4827
2.8
Piso2
Comb25COL
Combination
Min
Y
0.002382
9
0.1606
0.15
2.8
Piso2
Comb26CIM
Combination
Y
0.0001
20
8.2911
7.0402
2.8
Piso2
Comb27CIM
Combination
Y
0.000132
20
8.2911
7.0402
2.8
Piso2
Comb28CIM
Combination
Y
0.0001
20
8.2911
7.0402
2.8
Piso2
Comb29CIM
Combination
Y
0.000124
20
8.2911
7.0402
Piso2
Comb30CIM
Combination
Y
0.0001
20
8.2911
7.0402
Piso2
Comb31CIM
Combination
Y
0.0001
20
8.2911
7.0402
2.8
Piso2
Comb32CIM
Combination
Max
X
0.001815
30
8.2911
-0.4827
2.8
Piso2
Comb32CIM
Combination
Max
Y
0.0007
9
0.1606
0.15
2.8
Piso2
Comb32CIM
Combination
Min
X
0.001839
28
4.5911
-0.4827
2.8
Piso2
Comb32CIM
Combination
Min
Y
0.000852
9
0.1606
0.15
2.8
Piso2
Comb33CIM
Combination
Max
X
0.000576
30
8.2911
-0.4827
2.8
Piso2
Comb33CIM
Combination
Max
Y
0.001139
9
0.1606
0.15
Piso2
Env cim G
Combination
Piso2
SERVICIO I
Combination
Piso2
SERVICIO II
Combination
Y
0.000132
20
8.2911
7.0402
2.8
Piso2
SERVICIO III
Combination
Y
0.000125
20
8.2911
7.0402
2.8
Piso2
CIMENTACIÓN REACCIONES Combination
Max
Y
0.0001
20
8.2911
7.0402
2.8
Piso2
CIMENTACIÓN REACCIONES Combination
Min
Y
0.000132
20
8.2911
7.0402
2.8
2.8
Table 5.3 - Story Forces (Part 1 of 2)
Piso2
Comb33CIM
Combination
Min
X
0.000599
28
4.5911
-0.4827
2.8
Piso2
Comb33CIM
Combination
Min
Y
0.001292
9
0.1606
0.15
2.8
Piso2
Comb34CIM
Combination
Y
0.000124
20
8.2911
7.0402
2.8
Piso2
Comb35CIM
Combination
Piso2
Comb36CIM
Combination
ETABS v19.1.0
Max
Y
0.000124
20
8.2911
7.0402
2.8
X
0.001354
30
8.2911
-0.4827
2.8
Page 43 of 116
Story
Output Case
Case Type
Location
P
tonf
VX
tonf
VY
tonf
PlacaTanque
Dead
LinStatic
Step
Type
Top
4.8379
0
0
0
PlacaTanque
Dead
LinStatic
Bottom
7.2599
0
0
0
PlacaTanque
Gr
LinStatic
Top
0.554
0
0
0
PlacaTanque
Gr
LinStatic
Bottom
0.554
0
0
T
tonf-m
0
PlacaTanque
Lr
LinStatic
Top
0
0
0
0
PlacaTanque
Lr
LinStatic
Bottom
0
0
0
0
ETABS v19.1.0
Page 44 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.3 - Story Forces (Part 1 of 2, continued)
Table 5.3 - Story Forces (Part 1 of 2, continued)
Location
P
tonf
VX
tonf
VY
tonf
T
tonf-m
Story
Output Case
Case Type
Step
Type
Location
P
tonf
VX
tonf
VY
tonf
LinStatic
Top
1.0858
0
0
0
PlacaTanque
Comb13
Combination
Min
Bottom
7.5111
-0.4417
-1.3065
SDead
LinStatic
Bottom
1.0858
0
0
0
PlacaTanque
Comb14VIG
Combination
Max
Top
8.1056
2.2149
1.1479
14.9054
SXest
LinStatic
Top
0
0
0
0
PlacaTanque
Comb14VIG
Combination
Max
Bottom
11.012
2.2149
1.1479
14.9054
PlacaTanque
SXest
LinStatic
Bottom
0
0
0
0
PlacaTanque
Comb14VIG
Combination
Min
Top
8.1056
-2.2149
-1.1479
-14.9054
PlacaTanque
W
LinStatic
Top
0
0
0
0
PlacaTanque
Comb14VIG
Combination
Min
Bottom
11.012
-2.2149
-1.1479
-14.9054
PlacaTanque
W
LinStatic
Bottom
0
0
0
0
PlacaTanque
Comb15VIG
Combination
Max
Top
8.1056
0.8834
2.6131
PlacaTanque
SDX
LinRespSpec
Max
Top
0
7.4931
1.3922
44.8886
PlacaTanque
Comb15VIG
Combination
Max
Bottom
11.012
0.8834
2.6131
10.7353
PlacaTanque
SDX
LinRespSpec
Max
Bottom
0
7.4931
1.3922
44.8886
PlacaTanque
Comb15VIG
Combination
Min
Top
8.1056
-0.8834
-2.6131
-10.7353
PlacaTanque
SDY
LinRespSpec
Max
Top
0
0.8355
8.718
24.038
PlacaTanque
Comb15VIG
Combination
Min
Bottom
11.012
-0.8834
-2.6131
-10.7353
PlacaTanque
SDY
LinRespSpec
Max
Bottom
0
0.8355
8.718
24.038
PlacaTanque
Comb16VIG
Combination
Max
Top
5.3313
2.2149
1.1479
PlacaTanque
Live
LinStatic
Top
0.9971
0
0
0
PlacaTanque
Comb16VIG
Combination
Max
Bottom
7.5111
2.2149
1.1479
14.9054
PlacaTanque
Live
LinStatic
Bottom
0.9971
0
0
0
PlacaTanque
Comb16VIG
Combination
Min
Top
5.3313
-2.2149
-1.1479
-14.9054
PlacaTanque
Empuje
LinStatic
Top
0
0
0
0
PlacaTanque
Comb16VIG
Combination
Min
Bottom
7.5111
-2.2149
-1.1479
-14.9054
PlacaTanque
Empuje
LinStatic
Bottom
0
0
0
0
PlacaTanque
Comb17VIG
Combination
Max
Top
5.3313
0.8834
2.6131
PlacaTanque
SYest
LinStatic
Top
0
0
0
0
PlacaTanque
Comb17VIG
Combination
Max
Bottom
7.5111
0.8834
2.6131
10.7353
PlacaTanque
SYest
LinStatic
Bottom
0
0
0
0
PlacaTanque
Comb17VIG
Combination
Min
Top
5.3313
-0.8834
-2.6131
-10.7353
PlacaTanque
Comb1
Combination
Top
8.2932
0
0
0
PlacaTanque
Comb17VIG
Combination
Min
Bottom
7.5111
-0.8834
-2.6131
-10.7353
PlacaTanque
Comb1
Combination
Bottom
11.684
0
0
0
PlacaTanque
Comb18COL
Combination
Max
Top
8.698
2.7644
1.4298
PlacaTanque
Comb2
Combination
Top
8.7039
0
0
0
PlacaTanque
Comb18COL
Combination
Max
Bottom
11.8466
2.7644
1.4298
18.5973
PlacaTanque
Comb2
Combination
Bottom
11.6103
0
0
0
PlacaTanque
Comb18COL
Combination
Min
Top
8.698
-2.7644
-1.4298
-18.5973
PlacaTanque
Comb3
Combination
Top
8.1056
0
0
0
PlacaTanque
Comb18COL
Combination
Min
Bottom
11.8466
-2.7644
-1.4298
-18.5973
PlacaTanque
Comb3
Combination
Bottom
11.012
0
0
0
PlacaTanque
Comb19COL
Combination
Max
Top
7.5132
2.7644
1.4298
PlacaTanque
Comb4
Combination
Top
7.1085
0
0
0
PlacaTanque
Comb19COL
Combination
Max
Bottom
10.1774
2.7644
1.4298
18.5973
PlacaTanque
Comb4
Combination
Bottom
10.0148
0
0
0
PlacaTanque
Comb19COL
Combination
Min
Top
7.5132
-2.7644
-1.4298
-18.5973
PlacaTanque
Comb5
Combination
Top
7.1085
0
0
0
PlacaTanque
Comb19COL
Combination
Min
Bottom
10.1774
-2.7644
-1.4298
-18.5973
PlacaTanque
Comb5
Combination
Bottom
10.0148
0
PlacaTanque
Combination
Max
Top
8.698
PlacaTanque
Comb6
Combination
Top
8.1056
0
0
0
PlacaTanque
Comb20COL
Combination
Max
Bottom
11.8466
1.1
3.2613
13.3846
PlacaTanque
Comb6
Combination
Bottom
11.012
0
0
0
PlacaTanque
Comb20COL
Combination
Min
Top
8.698
-1.1
-3.2613
-13.3846
Bottom
11.8466
-1.1
-3.2613
-13.3846
Story
Output Case
Case Type
PlacaTanque
SDead
PlacaTanque
PlacaTanque
Step
Type
0
0
Comb20COL
1.1
3.2613
T
tonf-m
-5.3676
10.7353
14.9054
10.7353
18.5973
18.5973
13.3846
0
PlacaTanque
Comb20COL
Combination
Min
PlacaTanque
Comb7
Combination
Bottom
11.012
0
0
0
PlacaTanque
Comb21COL
Combination
Max
Top
7.5132
1.1
3.2613
PlacaTanque
Comb8
Combination
Max
Top
8.1056
1.1074
0.574
7.4527
PlacaTanque
Comb21COL
Combination
Max
Bottom
10.1774
1.1
3.2613
13.3846
PlacaTanque
Comb8
Combination
Max
Bottom
11.012
1.1074
0.574
7.4527
PlacaTanque
Comb21COL
Combination
Min
Top
7.5132
-1.1
-3.2613
-13.3846
Bottom
10.1774
-13.3846
PlacaTanque
Comb7
Combination
Top
8.1056
0
0
13.3846
Min
Top
8.1056
-1.1074
-0.574
-7.4527
PlacaTanque
Comb21COL
Combination
Min
-1.1
-3.2613
PlacaTanque
Comb8
Combination
Min
Bottom
11.012
-1.1074
-0.574
-7.4527
PlacaTanque
Comb22COL
Combination
Max
Top
5.9237
2.7644
1.4298
PlacaTanque
Comb9
Combination
Max
Top
8.1056
0.4417
1.3065
5.3676
PlacaTanque
Comb22COL
Combination
Max
Bottom
8.3457
2.7644
1.4298
18.5973
PlacaTanque
Comb9
Combination
Max
Bottom
11.012
0.4417
1.3065
5.3676
PlacaTanque
Comb22COL
Combination
Min
Top
5.9237
-2.7644
-1.4298
-18.5973
PlacaTanque
Comb9
Combination
Min
Top
8.1056
-0.4417
-1.3065
-5.3676
PlacaTanque
Comb22COL
Combination
Min
Bottom
8.3457
-2.7644
-1.4298
-18.5973
Comb9
Combination
Min
Bottom
11.012
-0.4417
-1.3065
PlacaTanque
Comb8
Combination
-5.3676
PlacaTanque
Comb23COL
Combination
Max
Top
4.739
PlacaTanque
Comb10
Combination
Top
5.3313
0
0
0
PlacaTanque
Comb23COL
Combination
Max
Bottom
6.6766
2.7644
1.4298
18.5973
PlacaTanque
Comb10
Combination
Bottom
7.5111
0
0
0
PlacaTanque
Comb23COL
Combination
Min
Top
4.739
-2.7644
-1.4298
-18.5973
Comb23COL
Combination
Min
Bottom
6.6766
-2.7644
-1.4298
-18.5973
PlacaTanque
2.7644
1.4298
18.5973
18.5973
0
PlacaTanque
PlacaTanque
Comb11
Combination
Bottom
7.5111
0
0
0
PlacaTanque
Comb24COL
Combination
Max
Top
5.9237
1.1
3.2613
PlacaTanque
Comb12
Combination
Max
Top
5.3313
1.1074
0.574
7.4527
PlacaTanque
Comb24COL
Combination
Max
Bottom
8.3457
1.1
3.2613
13.3846
PlacaTanque
Comb12
Combination
Max
Bottom
7.5111
1.1074
0.574
7.4527
PlacaTanque
Comb24COL
Combination
Min
Top
5.9237
-1.1
-3.2613
-13.3846
Comb24COL
Combination
Min
Bottom
8.3457
-1.1
-3.2613
-13.3846
PlacaTanque
Comb11
Combination
Top
5.3313
0
0
13.3846
Min
Top
5.3313
-1.1074
-0.574
-7.4527
PlacaTanque
PlacaTanque
Comb12
Combination
Min
Bottom
7.5111
-1.1074
-0.574
-7.4527
PlacaTanque
Comb25COL
Combination
Max
Top
4.739
1.1
3.2613
PlacaTanque
Comb13
Combination
Max
Top
5.3313
0.4417
1.3065
5.3676
PlacaTanque
Comb25COL
Combination
Max
Bottom
6.6766
1.1
3.2613
13.3846
PlacaTanque
Comb13
Combination
Max
Bottom
7.5111
0.4417
1.3065
5.3676
PlacaTanque
Comb25COL
Combination
Min
Top
4.739
-1.1
-3.2613
-13.3846
PlacaTanque
Comb13
Combination
Min
Top
5.3313
-0.4417
-1.3065
-5.3676
PlacaTanque
Comb25COL
Combination
Min
Bottom
6.6766
-1.1
-3.2613
-13.3846
ETABS v19.1.0
Page 45 of 116
ETABS v19.1.0
Page 46 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
PlacaTanque
Comb12
Combination
Table 5.3 - Story Forces (Part 1 of 2, continued)
P
tonf
VX
tonf
VY
tonf
T
tonf-m
Story
Output Case
Case Type
Combination
Top
5.9237
0
0
0
PlacaTanque
SERVICIO II
Combination
Output Case
Case Type
PlacaTanque
Comb26CIM
Step
Type
Table 5.3 - Story Forces (Part 1 of 2, continued)
Location
Story
13.3846
Step
Type
Location
P
tonf
VX
tonf
VY
tonf
Bottom
9.3428
0
0
T
tonf-m
0
PlacaTanque
Comb26CIM
Combination
Bottom
8.3457
0
0
0
PlacaTanque
SERVICIO III
Combination
Top
7.087
0
0
0
PlacaTanque
Comb27CIM
Combination
Top
6.9208
0
0
0
PlacaTanque
SERVICIO III
Combination
Bottom
9.509
0
0
0
PlacaTanque
Comb27CIM
Combination
Bottom
9.3428
0
0
0
PlacaTanque
CIMENTACIÓN REACCIONES
Combination
Max
Top
7.087
0
0
0
PlacaTanque
Comb28CIM
Combination
Top
5.9237
0
0
0
PlacaTanque
CIMENTACIÓN REACCIONES
Combination
Max
Bottom
9.509
0
0
0
PlacaTanque
Comb28CIM
Combination
Bottom
8.3457
0
0
0
PlacaTanque
CIMENTACIÓN REACCIONES
Combination
Min
Top
5.9237
0
0
0
PlacaTanque
Comb29CIM
Combination
Top
6.6716
0
0
0
PlacaTanque
CIMENTACIÓN REACCIONES
Combination
Min
Bottom
8.3457
0
0
0
PlacaTanque
Comb29CIM
Combination
Bottom
9.0936
0
0
0
Cubierta
Dead
LinStatic
Top
22.2252
PlacaTanque
Comb30CIM
Combination
Top
5.9237
0
0
0
Cubierta
Dead
LinStatic
Bottom
29.4912
0
0
0
PlacaTanque
Comb30CIM
Combination
Bottom
8.3457
0
0
0
Cubierta
Gr
LinStatic
Top
9.1503
0
0
0
PlacaTanque
Comb31CIM
Combination
Top
5.9237
0
0
0
Cubierta
Gr
LinStatic
Bottom
9.1503
0
0
0
0
0
0
0
0
0
PlacaTanque
Comb31CIM
Combination
0
Cubierta
LinStatic
Top
PlacaTanque
Comb32CIM
Combination
Max
Top
5.9237
1.448
0.7485
9.7403
Cubierta
Lr
LinStatic
Bottom
0
0
0
0
PlacaTanque
Comb32CIM
Combination
Max
Bottom
8.3457
1.448
0.7485
9.7403
Cubierta
SDead
LinStatic
Top
46.8739
0
0
0
PlacaTanque
Comb32CIM
Combination
Min
Top
5.9237
-1.448
-0.7485
-9.7403
Cubierta
SDead
LinStatic
Bottom
46.8739
0
0
0
Bottom
8.3457
Bottom
8.3457
0
0
Lr
0
PlacaTanque
Comb32CIM
Combination
Min
-1.448
-0.7485
-9.7403
Cubierta
SXest
LinStatic
Top
0
-45.7736
0
210.5317
PlacaTanque
Comb33CIM
Combination
Max
Top
5.9237
0.5759
1.7082
7.0089
Cubierta
SXest
LinStatic
Bottom
0
-45.7736
0
210.5317
PlacaTanque
Comb33CIM
Combination
Max
Bottom
8.3457
0.5759
1.7082
7.0089
Cubierta
W
LinStatic
Top
0
0
0
PlacaTanque
Comb33CIM
Combination
Min
Top
5.9237
-0.5759
-1.7082
-7.0089
Cubierta
W
LinStatic
Bottom
0
0
0
0
PlacaTanque
Comb33CIM
Combination
Min
Bottom
8.3457
-0.5759
-1.7082
-7.0089
Cubierta
SDX
LinRespSpec
Max
Top
0
55.096
2.3248
223.1254
PlacaTanque
Comb34CIM
Combination
Top
6.6716
0
0
0
Cubierta
SDX
LinRespSpec
Max
Bottom
0
55.096
2.3248
223.1254
0
PlacaTanque
Comb34CIM
Combination
Bottom
9.0936
0
0
0
Cubierta
SDY
LinRespSpec
Max
Top
0
2.3591
63.6477
259.7849
PlacaTanque
Comb35CIM
Combination
Top
6.6716
0
0
0
Cubierta
SDY
LinRespSpec
Max
Bottom
0
2.3591
63.6477
259.7849
PlacaTanque
Comb35CIM
Combination
Bottom
9.0936
0
0
0
Cubierta
Live
LinStatic
Top
44.6588
0
0
0
PlacaTanque
Comb36CIM
Combination
Max
Top
6.6716
1.0841
0.5611
7.294
Cubierta
Live
LinStatic
Bottom
44.6588
0
0
0
PlacaTanque
Comb36CIM
Combination
Max
Bottom
9.0936
1.0841
0.5611
7.294
Cubierta
Empuje
LinStatic
Top
0
0
0
PlacaTanque
Comb36CIM
Combination
Min
Top
6.6716
-1.0841
-0.5611
-7.294
Cubierta
Empuje
LinStatic
Bottom
0
0
0
0
PlacaTanque
Comb36CIM
Combination
Min
Bottom
9.0936
-1.0841
-0.5611
-7.294
Cubierta
SYest
LinStatic
Top
0
0
-64.6988
-285.1051
PlacaTanque
Comb37CIM
Combination
Max
Top
6.6716
0.4317
1.279
5.2506
Cubierta
SYest
LinStatic
Bottom
0
0
-64.6988
-285.1051
Combination
Max
0
0
0
0
5.2506
Cubierta
Comb1
Combination
Top
96.7387
PlacaTanque
Comb37CIM
Combination
Min
Top
6.6716
-0.4317
-1.279
-5.2506
Cubierta
Comb1
Combination
Bottom
106.9111
0
0
0
PlacaTanque
Comb37CIM
Combination
Min
Bottom
9.0936
-0.4317
-1.279
-5.2506
Cubierta
Comb2
Combination
Top
154.373
0
0
0
PlacaTanque
Comb38CIM
Combination
Top
3.5542
Bottom
163.0922
0
0
0
PlacaTanque
Comb37CIM
Bottom
9.0936
0.4317
1.279
0
Cubierta
Comb2
Combination
PlacaTanque
Comb38CIM
Combination
Bottom
5.0074
0
0
0
Cubierta
Comb3
Combination
Top
127.5777
0
0
PlacaTanque
Comb39CIM
Combination
Max
Top
3.5542
1.448
0.7485
9.7403
Cubierta
Comb3
Combination
Bottom
136.2969
0
0
0
PlacaTanque
Comb39CIM
Combination
Max
Bottom
5.0074
1.448
0.7485
9.7403
Cubierta
Comb4
Combination
Top
82.9189
0
0
0
Bottom
91.6381
0
0
0
0
0
0
Min
Top
3.5542
-1.448
-0.7485
-9.7403
Cubierta
Comb4
Combination
PlacaTanque
Comb39CIM
Combination
Min
Bottom
5.0074
-1.448
-0.7485
-9.7403
Cubierta
Comb5
Combination
Top
82.9189
0
0
0
PlacaTanque
Comb40CIM
Combination
Max
Top
3.5542
0.5759
1.7082
7.0089
Cubierta
Comb5
Combination
Bottom
91.6381
0
0
0
Combination
Max
PlacaTanque
Comb39CIM
Combination
7.0089
Cubierta
Comb6
Combination
Top
127.5777
0
0
0
PlacaTanque
Comb40CIM
Combination
Min
Top
3.5542
-0.5759
-1.7082
-7.0089
Cubierta
Comb6
Combination
Bottom
136.2969
0
0
0
PlacaTanque
Comb40CIM
Combination
Min
Bottom
5.0074
-0.5759
-1.7082
-7.0089
Cubierta
Comb7
Combination
Top
127.5777
0
0
PlacaTanque
Comb40CIM
Bottom
5.0074
0.5759
1.7082
PlacaTanque
Env cim G
Combination
Max
Top
6.9208
0
0
0
Cubierta
Comb7
Combination
PlacaTanque
Env cim G
Combination
Max
Bottom
9.3428
0
0
0
Cubierta
Comb8
Combination
Max
0
Bottom
136.2969
0
0
0
Top
127.5777
7.9802
3.0693
43.0777
136.2969
7.9802
Combination
Min
Top
0
Cubierta
Comb8
Combination
Max
3.0693
43.0777
PlacaTanque
Env cim G
Combination
Min
Bottom
8.3457
0
0
0
Cubierta
Comb8
Combination
Min
Top
127.5777 -7.9802
-3.0693
-43.0777
PlacaTanque
SERVICIO I
Combination
Top
5.9237
0
0
0
Cubierta
Comb8
Combination
Min
Bottom
136.2969 -7.9802
-3.0693
-43.0777
PlacaTanque
Env cim G
5.9237
0
0
Bottom
PlacaTanque
SERVICIO I
Combination
Bottom
8.3457
0
0
0
Cubierta
Comb9
Combination
Max
Top
127.5777
2.7065
9.2016
46.7436
PlacaTanque
SERVICIO II
Combination
Top
6.9208
0
0
0
Cubierta
Comb9
Combination
Max
Bottom
136.2969
2.7065
9.2016
46.7436
Page 47 of 116
ETABS v19.1.0
ETABS v19.1.0
Page 48 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.3 - Story Forces (Part 1 of 2, continued)
Table 5.3 - Story Forces (Part 1 of 2, continued)
P
tonf
VX
tonf
VY
tonf
T
tonf-m
Story
Output Case
Case Type
Step
Type
Location
Top
127.5777 -2.7065
-9.2016
-46.7436
Cubierta
Comb22COL
Combination
Min
Bottom
Bottom
136.2969 -2.7065
-9.2016
-46.7436
Cubierta
Comb23COL
Combination
Max
Top
0
Cubierta
Comb23COL
Combination
Max
Bottom
0
Cubierta
Comb23COL
Combination
Min
Top
0
Cubierta
Comb23COL
Combination
Min
Bottom
Story
Output Case
Case Type
Step
Type
Location
Cubierta
Comb9
Combination
Min
Cubierta
Comb9
Combination
Min
Cubierta
Comb10
Combination
Top
62.1892
0
0
Cubierta
Comb10
Combination
Bottom
68.7285
0
0
Cubierta
Comb11
Combination
Top
62.1892
0
0
P
tonf
VX
tonf
76.3651 -19.9217
VY
tonf
T
tonf-m
-7.6403
-107.4527
55.2793
19.9217
61.092
19.9217
7.6403
107.4527
55.2793 -19.9217
-7.6403
-107.4527
-7.6403
-107.4527
61.092
-19.9217
0
Cubierta
Comb24COL
Combination
Max
Top
69.0991
Comb12
Combination
Max
Top
62.1892
7.9802
3.0693
43.0777
Cubierta
Comb24COL
Combination
Max
Bottom
76.3651
6.7375
22.971
116.6176
Cubierta
Comb12
Combination
Max
Bottom
68.7285
7.9802
3.0693
43.0777
Cubierta
Comb24COL
Combination
Min
Top
69.0991
-6.7375
-22.971
-116.6176
Cubierta
Comb12
Combination
Min
Top
62.1892
-7.9802
-3.0693
-43.0777
Cubierta
Comb24COL
Combination
Min
Bottom
76.3651
-6.7375
-22.971
-116.6176
68.7285
-7.9802
-3.0693
Comb11
Combination
Bottom
68.7285
0
0
-43.0777
Cubierta
Comb25COL
Combination
Max
Top
Comb13
Combination
Max
Top
62.1892
2.7065
9.2016
46.7436
Cubierta
Comb25COL
Combination
Max
Bottom
61.092
6.7375
22.971
116.6176
Cubierta
Comb13
Combination
Max
Bottom
68.7285
2.7065
9.2016
46.7436
Cubierta
Comb25COL
Combination
Min
Top
55.2793
-6.7375
-22.971
-116.6176
Cubierta
Comb13
Combination
Min
Top
62.1892
-2.7065
-9.2016
-46.7436
Cubierta
Comb25COL
Combination
Min
Bottom
61.092
-6.7375
-22.971
-116.6176
Bottom
68.7285
Comb12
Combination
Min
Bottom
Comb26CIM
69.0991
6.7375
0
22.971
116.6176
Cubierta
Cubierta
55.2793
22.971
107.4527
Cubierta
Cubierta
6.7375
7.6403
0
116.6176
Cubierta
Comb13
Combination
Min
-2.7065
-9.2016
-46.7436
Cubierta
Combination
Top
Cubierta
Comb14VIG
Combination
Max
Top
127.5777 15.9603
6.1386
86.1554
Cubierta
Comb26CIM
Combination
Bottom
76.3651
0
0
0
Cubierta
Comb14VIG
Combination
Max
Bottom
136.2969 15.9603
6.1386
86.1554
Cubierta
Comb27CIM
Combination
Top
113.7579
0
0
0
0
Min
Top
127.5777 -15.9603
-6.1386
-86.1554
Cubierta
Comb27CIM
Combination
Bottom
121.0239
0
0
0
Cubierta
Comb14VIG
Combination
Min
Bottom
136.2969 -15.9603
-6.1386
-86.1554
Cubierta
Comb28CIM
Combination
Top
69.0991
0
0
0
Cubierta
Comb15VIG
Combination
Max
Top
127.5777
18.4032
93.4873
Cubierta
Comb28CIM
Combination
Bottom
76.3651
0
0
0
Combination
Max
0
0
0
Cubierta
Comb14VIG
Combination
5.413
93.4873
Cubierta
Comb29CIM
Combination
Top
102.5932
Cubierta
Comb15VIG
Combination
Min
Top
127.5777
-5.413
-18.4032
-93.4873
Cubierta
Comb29CIM
Combination
Bottom
109.8592
0
0
0
Cubierta
Comb15VIG
Combination
Min
Bottom
136.2969
-5.413
-18.4032
-93.4873
Cubierta
Comb30CIM
Combination
Top
69.0991
0
0
0
Cubierta
Comb16VIG
Combination
Max
Top
62.1892
15.9603
6.1386
86.1554
Cubierta
Comb30CIM
Combination
Bottom
76.3651
0
0
0
Cubierta
Comb16VIG
Combination
Max
Bottom
68.7285
15.9603
6.1386
86.1554
Cubierta
Comb31CIM
Combination
Top
69.0991
0
0
0
Cubierta
Comb16VIG
Combination
Min
Top
62.1892 -15.9603
-6.1386
-86.1554
Cubierta
Comb31CIM
Combination
Bottom
76.3651
0
0
0
Cubierta
Comb16VIG
Combination
Min
Bottom
68.7285 -15.9603
-6.1386
-86.1554
Cubierta
Comb32CIM
Combination
Max
Top
69.0991
10.4351
3.999
56.2724
Cubierta
Comb17VIG
Combination
Max
Top
62.1892
18.4032
93.4873
Cubierta
Comb32CIM
Combination
Max
Bottom
76.3651
10.4351
3.999
56.2724
Combination
Max
Cubierta
Comb15VIG
Bottom
136.2969
5.413
5.413
18.4032
93.4873
Cubierta
Min
Top
69.0991 -10.4351
-3.999
-56.2724
Cubierta
Comb17VIG
Combination
Min
Top
62.1892
-5.413
-18.4032
-93.4873
Cubierta
Comb32CIM
Combination
Min
Bottom
76.3651 -10.4351
-3.999
-56.2724
Cubierta
Comb17VIG
Combination
Min
Bottom
68.7285
-5.413
-18.4032
-93.4873
Cubierta
Comb33CIM
Combination
Max
Top
69.0991
12.0323
Cubierta
Comb18COL
Combination
Max
Top
134.4876 19.9217
7.6403
107.4527
Cubierta
Comb33CIM
Combination
Max
Bottom
76.3651
3.5265
12.0323
61.0748
Cubierta
Comb18COL
Combination
Max
Bottom
143.9334 19.9217
7.6403
107.4527
Cubierta
Comb33CIM
Combination
Min
Top
69.0991
-3.5265
-12.0323
-61.0748
Min
Cubierta
Comb17VIG
Bottom
68.7285
5.413
18.4032
Comb32CIM
Combination
3.5265
61.0748
Min
Top
134.4876 -19.9217
-7.6403
-107.4527
Cubierta
Comb33CIM
Combination
Bottom
76.3651
-3.5265
-12.0323
-61.0748
Cubierta
Comb18COL
Combination
Min
Bottom
143.9334 -19.9217
-7.6403
-107.4527
Cubierta
Comb34CIM
Combination
Top
102.5932
0
0
0
Cubierta
Comb19COL
Combination
Max
Top
120.6678 19.9217
7.6403
107.4527
Cubierta
Comb34CIM
Combination
Bottom
109.8592
0
0
0
Cubierta
Comb19COL
Combination
Max
Bottom
128.6604 19.9217
7.6403
107.4527
Cubierta
Comb35CIM
Combination
Top
102.5932
0
0
0
Cubierta
Comb19COL
Combination
Min
Top
120.6678 -19.9217
-7.6403
-107.4527
Cubierta
Comb35CIM
Combination
Bottom
109.8592
0
0
0
128.6604 -19.9217
-7.6403
-107.4527
Cubierta
Comb36CIM
Combination
Max
Top
102.5932
7.8125
2.9987
42.1485
134.4876
6.7375
22.971
116.6176
Cubierta
Comb36CIM
Combination
Max
Bottom
109.8592
7.8125
2.9987
42.1485
143.9334
Cubierta
Comb18COL
Combination
Cubierta
Comb19COL
Combination
Min
Bottom
Cubierta
Comb20COL
Combination
Max
Top
Cubierta
Comb20COL
Combination
Max
Bottom
6.7375
22.971
116.6176
Cubierta
Comb36CIM
Combination
Min
Top
102.5932 -7.8125
-2.9987
-42.1485
Cubierta
Comb20COL
Combination
Min
Top
134.4876 -6.7375
-22.971
-116.6176
Cubierta
Comb36CIM
Combination
Min
Bottom
109.8592 -7.8125
-2.9987
-42.1485
Bottom
Cubierta
Comb20COL
Combination
Min
143.9334 -6.7375
-22.971
-116.6176
Cubierta
Comb37CIM
Combination
Max
Top
102.5932
2.6443
Cubierta
Comb21COL
Combination
Max
Top
120.6678
6.7375
22.971
116.6176
Cubierta
Comb37CIM
Combination
Max
Bottom
109.8592
2.6443
9.0083
45.7412
Cubierta
Comb21COL
Combination
Max
Bottom
128.6604
6.7375
22.971
116.6176
Cubierta
Comb37CIM
Combination
Min
Top
102.5932 -2.6443
-9.0083
-45.7412
Cubierta
Comb21COL
Combination
Min
Top
120.6678 -6.7375
-22.971
-116.6176
Cubierta
Comb37CIM
Combination
Min
Bottom
109.8592 -2.6443
-9.0083
-45.7412
Bottom
Comb38CIM
Comb21COL
Combination
Min
128.6604 -6.7375
-22.971
-116.6176
Cubierta
Cubierta
Comb22COL
Combination
Max
Top
69.0991
19.9217
7.6403
107.4527
Cubierta
Comb38CIM
Combination
Bottom
45.819
0
0
0
Cubierta
Comb22COL
Combination
Max
Bottom
76.3651
19.9217
7.6403
107.4527
Cubierta
Comb39CIM
Combination
Max
Top
41.4594
10.4351
3.999
56.2724
Cubierta
Comb22COL
Combination
Min
Top
69.0991 -19.9217
-7.6403
-107.4527
Cubierta
Comb39CIM
Combination
Max
Bottom
45.819
10.4351
3.999
56.2724
ETABS v19.1.0
Page 49 of 116
ETABS v19.1.0
Page 50 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
VY
tonf
T
tonf-m
Story
Output Case
Case Type
-3.999
-56.2724
Piso2
Comb4
Combination
Table 5.3 - Story Forces (Part 1 of 2, continued)
Output Case
Case Type
Step
Type
Location
Cubierta
Comb39CIM
Combination
Min
Top
Top
41.4594
0
0
45.7412
Cubierta
Story
Combination
9.0083
0
Table 5.3 - Story Forces (Part 1 of 2, continued)
P
tonf
VX
tonf
41.4594 -10.4351
Step
Type
Location
P
tonf
VX
tonf
VY
tonf
T
tonf-m
Bottom
203.6004
0
0
0
Cubierta
Comb39CIM
Combination
Min
Bottom
45.819
-10.4351
-3.999
-56.2724
Piso2
Comb5
Combination
Top
192.7014
0
0
0
Cubierta
Comb40CIM
Combination
Max
Top
41.4594
3.5265
12.0323
61.0748
Piso2
Comb5
Combination
Bottom
203.6004
0
0
0
Cubierta
Comb40CIM
Combination
Max
Bottom
45.819
3.5265
12.0323
61.0748
Piso2
Comb6
Combination
Top
256.5018
0
0
0
0
Cubierta
Comb40CIM
Combination
Min
Top
41.4594
-3.5265
-12.0323
-61.0748
Piso2
Comb6
Combination
Bottom
267.4007
0
0
Cubierta
Comb40CIM
Combination
Min
Bottom
45.819
-3.5265
-12.0323
-61.0748
Piso2
Comb7
Combination
Top
256.5018
0
0
0
Cubierta
Env cim G
Combination
Max
Top
113.7579
0
0
0
Piso2
Comb7
Combination
Bottom
267.4007
0
0
0
Cubierta
Env cim G
Combination
Max
Bottom
121.0239
0
0
0
Piso2
Comb8
Combination
Max
Top
256.5018 12.7346
Cubierta
Env cim G
Combination
Min
Top
69.0991
0
0
0
Piso2
Comb8
Combination
Max
Bottom
267.4007 12.7346
4.8345
68.2419
Cubierta
Env cim G
Combination
Min
Bottom
76.3651
0
0
0
Piso2
Comb8
Combination
Min
Top
256.5018 -12.7346
-4.8345
-68.2419
Bottom
267.4007 -12.7346
-4.8345
-68.2419
4.8345
68.2419
Combination
Top
0
Piso2
Comb8
Combination
Min
Cubierta
SERVICIO I
Combination
Bottom
76.3651
0
0
0
Piso2
Comb9
Combination
Max
Top
256.5018
4.2818
14.6034
Cubierta
SERVICIO II
Combination
Top
113.7579
0
0
0
Piso2
Comb9
Combination
Max
Bottom
267.4007
4.2818
14.6034
75.357
Cubierta
SERVICIO II
Combination
Bottom
121.0239
0
0
0
Piso2
Comb9
Combination
Min
Top
256.5018 -4.2818
-14.6034
-75.357
Cubierta
SERVICIO III
Combination
Top
109.4559
0
0
0
Piso2
Comb9
Combination
Min
Bottom
267.4007 -4.2818
-14.6034
-75.357
Cubierta
SERVICIO III
Combination
Bottom
116.7219
0
0
0
Piso2
Comb10
Combination
Top
144.5261
0
0
0
Cubierta
CIMENTACIÓN REACCIONES
Combination
Max
Top
113.7579
0
0
0
Piso2
Comb10
Combination
Bottom
152.7003
0
0
0
Cubierta
CIMENTACIÓN REACCIONES
Combination
Max
Bottom
121.0239
0
0
0
Piso2
Comb11
Combination
Top
144.5261
0
0
152.7003
0
Cubierta
SERVICIO I
69.0991
0
0
Cubierta
CIMENTACIÓN REACCIONES
Combination
Min
Top
69.0991
0
0
0
Piso2
Comb11
Combination
Cubierta
CIMENTACIÓN REACCIONES
Combination
Min
Bottom
76.3651
0
0
0
Piso2
Comb12
Combination
Max
Bottom
Top
144.5261 12.7346
75.357
0
0
0
4.8345
68.2419
Piso2
Dead
LinStatic
Top
46.9437
0
0
0
Piso2
Comb12
Combination
Max
Bottom
152.7003 12.7346
4.8345
68.2419
Piso2
Dead
LinStatic
Bottom
56.0261
0
0
0
Piso2
Comb12
Combination
Min
Top
144.5261 -12.7346
-4.8345
-68.2419
Piso2
Gr
LinStatic
Top
9.1503
0
0
0
Piso2
Comb12
Combination
Min
Bottom
152.7003 -12.7346
-4.8345
-68.2419
Piso2
Gr
LinStatic
Bottom
9.1503
0
0
0
Piso2
Comb13
Combination
Max
Top
144.5261
4.2818
Piso2
Lr
LinStatic
Top
0
0
0
0
Piso2
Comb13
Combination
Max
Bottom
152.7003
4.2818
14.6034
75.357
Piso2
Lr
LinStatic
Bottom
0
0
0
0
Piso2
Comb13
Combination
Min
Top
144.5261 -4.2818
-14.6034
-75.357
Piso2
SDead
LinStatic
Top
113.6408
0
Piso2
Comb13
Combination
Min
Bottom
152.7003 -4.2818
-14.6034
Piso2
SDead
LinStatic
Bottom
113.6408
0
0
0
Piso2
Comb14VIG
Combination
Max
Top
256.5018 25.4692
9.669
136.4838
Piso2
SXest
LinStatic
Top
0
-45.7736
0
210.5317
Piso2
Comb14VIG
Combination
Max
Bottom
267.4007 25.4692
9.669
136.4838
Piso2
SXest
LinStatic
Bottom
0
-45.7736
0
210.5317
Piso2
Comb14VIG
Combination
Min
Top
256.5018 -25.4692
-9.669
-136.4838
Piso2
W
LinStatic
Top
0
0
0
0
Piso2
Comb14VIG
Combination
Min
Bottom
267.4007 -25.4692
-9.669
-136.4838
Piso2
W
LinStatic
Bottom
0
0
0
0
Piso2
Comb15VIG
Combination
Max
Top
256.5018
8.5635
29.2068
Piso2
SDX
LinRespSpec
Max
Top
0
88.0071
3.4078
350.4429
Piso2
Comb15VIG
Combination
Max
Bottom
267.4007
8.5635
29.2068
150.714
Piso2
SDX
LinRespSpec
Max
Bottom
0
88.0071
3.4078
350.4429
Piso2
Comb15VIG
Combination
Min
Top
256.5018 -8.5635
-29.2068
-150.714
Piso2
SDY
LinRespSpec
Max
Top
0
3.4787
101.0969
421.5941
Piso2
Comb15VIG
Combination
Min
Bottom
267.4007 -8.5635
-29.2068
Piso2
SDY
LinRespSpec
Max
Bottom
0
3.4787
101.0969
421.5941
Piso2
Comb16VIG
Combination
Max
Top
144.5261 25.4692
9.669
136.4838
Piso2
Live
LinStatic
Top
63.8004
0
0
0
Piso2
Comb16VIG
Combination
Max
Bottom
152.7003 25.4692
9.669
136.4838
Piso2
Live
LinStatic
Bottom
63.8004
0
0
0
Piso2
Comb16VIG
Combination
Min
Top
144.5261 -25.4692
-9.669
-136.4838
Piso2
Empuje
LinStatic
Top
0
0
0
0
Piso2
Comb16VIG
Combination
Min
Bottom
152.7003 -25.4692
-9.669
-136.4838
Piso2
Empuje
0
0
0
0
14.6034
-75.357
150.714
-150.714
Piso2
Comb17VIG
Combination
Max
Top
144.5261
8.5635
Piso2
SYest
LinStatic
Top
0
0
-110.3046 -488.9895
Piso2
Comb17VIG
Combination
Max
Bottom
152.7003
8.5635
29.2068
150.714
Piso2
SYest
LinStatic
Bottom
0
0
-110.3046 -488.9895
Piso2
Comb17VIG
Combination
Min
Top
144.5261 -8.5635
-29.2068
-150.714
Piso2
Comb1
Combination
Top
224.8183
0
Piso2
Comb17VIG
Combination
Min
Bottom
152.7003 -8.5635
-29.2068
-150.714
Piso2
Comb1
Combination
Bottom
237.5338
0
0
0
Piso2
Comb18COL
Combination
Max
Top
272.5602 31.7907
12.0339
170.2187
Piso2
Comb2
Combination
Top
294.782
0
0
0
Piso2
Comb18COL
Combination
Max
Bottom
284.3674 31.7907
12.0339
170.2187
LinStatic
Bottom
0
0
0
0
Comb2
Combination
0
Piso2
Min
Top
272.5602 -31.7907
-12.0339
-170.2187
Piso2
Comb3
Combination
Top
256.5018
0
0
0
Piso2
Comb18COL
Combination
Min
Bottom
284.3674 -31.7907
-12.0339
-170.2187
Piso2
Comb3
Combination
Bottom
267.4007
0
0
0
Piso2
Comb19COL
Combination
Max
Top
240.4433 31.7907
12.0339
170.2187
Piso2
Comb4
Combination
Top
192.7014
0
0
0
Piso2
Comb19COL
Combination
Max
Bottom
250.434
12.0339
170.2187
Page 51 of 116
ETABS v19.1.0
ETABS v19.1.0
305.681
0
0
Combination
150.714
Piso2
Bottom
Comb18COL
29.2068
75.357
31.7907
Page 52 of 116
Analysis Results
8/09/2024
Analysis Results
VY
tonf
T
tonf-m
Story
Output Case
Case Type
240.4433 -31.7907
-12.0339
-170.2187
Piso2
Comb35CIM
Combination
Table 5.3 - Story Forces (Part 1 of 2, continued)
Story
Output Case
Case Type
Step
Type
Location
Piso2
Comb19COL
Combination
Min
Top
P
tonf
8/09/2024
Table 5.3 - Story Forces (Part 1 of 2, continued)
VX
tonf
Step
Type
Location
P
tonf
VX
tonf
VY
tonf
Bottom
217.5173
0
0
T
tonf-m
0
Piso2
Comb19COL
Combination
Min
Bottom
250.434 -31.7907
-12.0339
-170.2187
Piso2
Comb36CIM
Combination
Max
Top
208.4348 12.4671
4.7232
66.769
Piso2
Comb20COL
Combination
Max
Top
272.5602 10.6587
36.4562
188.0065
Piso2
Comb36CIM
Combination
Max
Bottom
217.5173 12.4671
4.7232
66.769
Combination
Max
188.0065
Piso2
Min
Top
208.4348 -12.4671
Piso2
Comb20COL
Combination
Min
Top
272.5602 -10.6587
-36.4562
-188.0065
Piso2
Comb36CIM
Combination
Min
Bottom
217.5173 -12.4671
-4.7232
-66.769
Piso2
Comb20COL
Combination
Min
Bottom
284.3674 -10.6587
-36.4562
-188.0065
Piso2
Comb37CIM
Combination
Max
Top
208.4348
4.1833
14.2967
73.7418
Piso2
Comb21COL
Combination
Max
Top
Combination
Max
217.5173
4.1833
Piso2
Comb21COL
Combination
Max
Bottom
Piso2
Comb21COL
Combination
Min
Top
Piso2
Comb20COL
Bottom
284.3674 10.6587
36.4562
Comb36CIM
Combination
188.0065
Piso2
10.6587
36.4562
188.0065
Piso2
Comb37CIM
Combination
Min
Top
208.4348 -4.1833
-14.2967
-73.7418
-36.4562
-188.0065
Piso2
Comb37CIM
Combination
Min
Bottom
217.5173 -4.1833
-14.2967
-73.7418
-36.4562
250.434
36.4562
Comb38CIM
Bottom
Combination
0
14.2967
-66.769
240.4433 -10.6587
240.4433 10.6587
Comb37CIM
-4.7232
0
73.7418
Piso2
Comb21COL
Combination
Min
Bottom
250.434 -10.6587
-188.0065
Piso2
Top
96.3507
Piso2
Comb22COL
Combination
Max
Top
160.5845 31.7907
12.0339
170.2187
Piso2
Comb38CIM
Combination
Bottom
101.8002
0
0
0
Piso2
Comb22COL
Combination
Max
Bottom
169.667
31.7907
12.0339
170.2187
Piso2
Comb39CIM
Combination
Max
Top
96.3507
16.6521
6.2987
89.1421
0
Piso2
Comb22COL
Combination
Min
Top
160.5845 -31.7907
-12.0339
-170.2187
Piso2
Comb39CIM
Combination
Max
Bottom
101.8002 16.6521
6.2987
89.1421
Bottom
169.667 -31.7907
Piso2
Comb22COL
Combination
Min
-12.0339
-170.2187
Piso2
Comb39CIM
Combination
Min
Top
96.3507 -16.6521
-6.2987
-89.1421
Piso2
Comb23COL
Combination
Max
Top
128.4676 31.7907
12.0339
170.2187
Piso2
Comb39CIM
Combination
Min
Bottom
101.8002 -16.6521
-6.2987
-89.1421
Piso2
Comb23COL
Combination
Max
Bottom
135.7336 31.7907
12.0339
170.2187
Piso2
Comb40CIM
Combination
Max
Top
96.3507
19.096
5.5789
98.4629
Piso2
Comb23COL
Combination
Min
Top
128.4676 -31.7907
-12.0339
-170.2187
Piso2
Comb40CIM
Combination
Max
Bottom
101.8002
5.5789
19.096
98.4629
Piso2
Comb23COL
Combination
Min
Bottom
135.7336 -31.7907
-12.0339
-170.2187
Piso2
Comb40CIM
Combination
Min
Top
96.3507
-5.5789
-19.096
-98.4629
Piso2
Comb24COL
Combination
Max
Top
188.0065
Piso2
Comb40CIM
Min
Bottom
101.8002 -5.5789
-19.096
-98.4629
Piso2
Comb24COL
Combination
Max
Bottom
10.6587
36.4562
188.0065
Piso2
Env cim G
Combination
Max
Top
224.3849
0
0
0
Piso2
Comb24COL
Combination
Min
Top
160.5845 -10.6587
-36.4562
-188.0065
Piso2
Env cim G
Combination
Max
Bottom
233.4673
0
0
0
Piso2
Comb24COL
Combination
Min
Bottom
169.667 -10.6587
-36.4562
-188.0065
Piso2
Env cim G
Combination
Min
Top
160.5845
0
0
Piso2
Comb25COL
Combination
Max
Top
128.4676 10.6587
36.4562
188.0065
Piso2
Env cim G
Combination
Min
Bottom
169.667
0
0
0
Piso2
Comb25COL
Combination
Max
Bottom
135.7336 10.6587
36.4562
188.0065
Piso2
SERVICIO I
Combination
Top
160.5845
0
0
0
160.5845 10.6587
169.667
36.4562
Combination
0
-36.4562
-188.0065
Piso2
SERVICIO I
Combination
Bottom
169.667
0
0
0
-36.4562
-188.0065
Piso2
SERVICIO II
Combination
Top
224.3849
0
0
0
160.5845
0
0
0
Piso2
SERVICIO II
Combination
Bottom
233.4673
0
0
0
Bottom
169.667
0
0
0
Piso2
Top
215.2975
0
0
0
Top
224.3849
0
0
0
Piso2
SERVICIO III
Combination
Bottom
224.38
0
0
Bottom
233.4673
0
0
0
Piso2
CIMENTACIÓN REACCIONES
Combination
Max
Top
224.3849
0
0
0
Top
160.5845
0
0
0
Piso2
CIMENTACIÓN REACCIONES
Combination
Max
Bottom
233.4673
0
0
0
Bottom
169.667
0
0
0
Piso2
CIMENTACIÓN REACCIONES
Combination
Min
Top
160.5845
0
0
0
Combination
Top
208.4348
0
0
0
Piso2
CIMENTACIÓN REACCIONES
Combination
Min
Bottom
169.667
0
0
0
Combination
Bottom
217.5173
0
0
0
Comb30CIM
Combination
Top
160.5845
0
0
0
Piso2
Comb30CIM
Combination
Bottom
169.667
0
0
0
Piso2
Comb31CIM
Combination
Top
160.5845
0
0
0
MX
tonf-m
MY
tonf-m
Piso2
Comb31CIM
Combination
Bottom
169.667
0
0
0
28.7209
-13.5526
Piso2
Comb32CIM
Combination
Max
Top
Piso2
Comb32CIM
Combination
Max
Bottom
Piso2
Comb32CIM
Combination
Min
Top
Bottom
Piso2
Comb25COL
Combination
Min
Top
128.4676 -10.6587
Piso2
Comb25COL
Combination
Min
Bottom
135.7336 -10.6587
Piso2
Comb26CIM
Combination
Top
Piso2
Comb26CIM
Combination
Piso2
Comb27CIM
Combination
Piso2
Comb27CIM
Combination
Piso2
Comb28CIM
Combination
Piso2
Comb28CIM
Combination
Piso2
Comb29CIM
Piso2
Comb29CIM
Piso2
160.5845 16.6521
Combination
0
Table 5.3 - Story Forces (Part 2 of 2)
89.1421
43.1081
-19.543
16.6521
6.2987
89.1421
3.2907
-1.8459
160.5845 -16.6521
-6.2987
-89.1421
3.2907
-1.8459
169.667 -16.6521
-6.2987
-89.1421
169.667
6.2987
SERVICIO III
Piso2
Comb32CIM
Combination
Min
Piso2
Comb33CIM
Combination
Max
Top
160.5845
5.5789
19.096
98.4629
0
0
Piso2
Comb33CIM
Combination
Max
Bottom
169.667
5.5789
19.096
98.4629
6.4497
-3.6179
Piso2
Comb33CIM
Combination
Min
Top
160.5845 -5.5789
-19.096
-98.4629
6.4497
-3.6179
Piso2
Comb33CIM
Combination
Min
Bottom
169.667
-5.5789
-19.096
-98.4629
0
0
Piso2
Comb34CIM
Combination
Top
208.4348
0
0
0
0
0
Piso2
Comb34CIM
Combination
Bottom
217.5173
0
0
0
0
0
Piso2
Comb35CIM
Combination
Top
208.4348
0
0
0
0
0
0
0
ETABS v19.1.0
Page 53 of 116
ETABS v19.1.0
Page 54 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.3 - Story Forces (Part 2 of 2, continued)
ETABS v19.1.0
Table 5.3 - Story Forces (Part 2 of 2, continued)
MX
tonf-m
MY
tonf-m
MX
tonf-m
MY
tonf-m
0
0
72.7092
-28.6422
3.8981
20.9806
48.128
-23.9273
0
0
58.076
-33.5891
24.4104
2.3395
31.6535
-15.4535
5.9232
-3.3226
47.8162
-14.6432
5.9232
-3.3226
31.6535
-15.4535
0
0
41.3879
-27.0465
0
0
31.6535
-15.4535
0
0
51.9186
-18.3714
0
0
31.6535
49.2388
-24.0388
37.2854
-23.3182
69.3809
-32.4253
51.645
-25.6443
51.6819
-25.9208
74.3519
-25.6914
-15.4535
68.9465
-33.1092
51.645
-25.6443
48.128
-23.9273
66.3448
-41.1722
65.3926
-31.1157
44.6109
-22.2102
42.2047
-20.6047
64.4403
-21.0592
59.4694
-27.7931
44.6109
42.2047
-20.6047
56.4333
-36.54
59.4694
-27.7931
51.645
-25.6443
48.128
-23.9273
79.48
-30.3516
-22.2102
65.3926
-31.1157
51.645
-25.6443
48.128
-23.9273
61.2168
-36.5119
65.3926
-31.1157
44.6109
-22.2102
48.128
-23.9273
69.5684
-25.7195
66.9997
-28.0148
44.6109
-22.2102
48.128
-23.9273
51.3052
-31.8797
63.7855
-34.2165
35.1706
-17.1706
48.128
-23.9273
53.5613
-15.4205
69.0509
-29.879
35.1706
-17.1706
48.128
-23.9273
45.5543
-30.9013
61.7343
-32.3524
28.1365
-13.7365
31.6535
-15.4535
43.6498
-10.7883
44.602
-20.8448
28.1365
-13.7365
31.6535
-15.4535
35.6427
-26.2691
44.602
-20.8448
35.1706
-17.1706
31.6535
-15.4535
58.6894
-20.0808
46.2091
-17.744
35.1706
-17.1706
31.6535
-15.4535
40.4262
-26.241
42.9949
-23.9456
28.1365
-13.7365
31.6535
-15.4535
48.7778
-15.4486
48.2603
-19.6081
28.1365
-13.7365
31.6535
-15.4535
30.5146
-21.6088
40.9437
-22.0815
35.1706
-17.1706
48.128
-23.9273
49.5578
68.6067
-24.914
41.0938
-20.4932
48.128
-23.9273
55.481
-26.4835
62.1784
-37.3173
35.1706
-17.1706
48.128
-23.9273
49.5578
-23.1609
Page 55 of 116
ETABS v19.1.0
-23.1609
Page 56 of 116
Analysis Results
8/09/2024
Analysis Results
Table 5.3 - Story Forces (Part 2 of 2, continued)
8/09/2024
Table 5.3 - Story Forces (Part 2 of 2, continued)
MX
tonf-m
MY
tonf-m
MX
tonf-m
MY
tonf-m
39.613
-19.6625
49.5578
-27.0373
54.0002
-25.6528
111.9423
-84.1968
35.1706
-17.1706
151.9976
-116.2323
49.5578
-23.1609
41.4935
-40.6069
35.1706
-17.1706
41.4935
-40.6069
49.5578
-23.1609
0
35.1706
-17.1706
0
0
51.6537
-19.1065
212.0499
-209.011
35.1706
-17.1706
212.0499
-209.011
47.4619
-27.2153
0
0
35.1706
-17.1706
0
-128.166
54.3408
-21.5485
0
35.1706
-17.1706
0
0
44.7748
-24.7733
3.8981
20.9806
39.613
-19.6625
8.8144
172.7963
54.0002
0
0
-25.6528
24.4104
39.613
-19.6625
200.6589
8.5562
54.0002
-25.6528
200.6014
-200.2487
39.613
-19.6625
200.6014
-200.2487
55.5712
0
2.3395
-22.6173
0
39.613
-19.6625
0
52.4293
-28.6884
0
0
39.613
-19.6625
181.1566
0
57.5814
-24.4441
453.589
-410.491
39.613
0
-19.6625
509.6664
-455.3407
50.419
-26.8616
709.7529
-672.2474
21.1024
-10.3023
757.8192
-710.69
29.7347
-13.8965
589.392
-552.0982
21.1024
-10.3023
637.4583
-590.5408
31.8306
-9.8422
388.7906
-351.8494
21.1024
-10.3023
436.8569
-390.292
27.6388
-17.9509
388.7906
-351.8494
21.1024
-10.3023
436.8569
-390.292
34.5177
-12.2841
589.392
-552.0982
21.1024
-10.3023
637.4583
-590.5408
24.9516
-15.5089
589.392
-552.0982
41.0938
-17.1706
637.4583
-590.5408
55.481
-23.1609
590.9991
-548.9974
35.1706
-20.4932
647.3471
49.5578
-26.4835
587.7849
-555.199
35.1706
-17.1706
627.5695
-615.6186
-550.8615
-565.463
-23.1609
593.0503
41.0938
-20.4932
666.5316
-581.887
55.481
-26.4835
585.7337
-553.3349
42.081
-21.0469
608.3851
-599.1946
-263.8871
49.5578
-27.0373
291.593
42.081
-17.1706
327.6427
-292.719
56.4682
-23.1609
291.593
-263.8871
35.1706
-21.0469
327.6427
-292.719
56.4682
ETABS v19.1.0
Page 57 of 116
ETABS v19.1.0
Page 58 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.3 - Story Forces (Part 2 of 2, continued)
ETABS v19.1.0
Table 5.3 - Story Forces (Part 2 of 2, continued)
MX
tonf-m
MY
tonf-m
MX
tonf-m
MY
tonf-m
293.2
-260.7863
436.6258
-303.6996
337.5315
-267.6412
314.8606
-296.288
289.9859
-266.9879
291.4691
-346.7872
317.7539
-317.7968
268.3253
-231.4862
295.2513
-262.6504
363.8163
-238.6509
356.7159
-284.0652
250.0621
-237.6464
287.9347
-265.1238
218.6596
-281.7385
298.5695
-301.3728
323.9922
-293.2079
592.6062
-545.8965
364.0474
-325.2434
657.2359
-540.3852
524.5936
-493.4566
586.1779
-558.2998
564.6488
-525.4921
617.6808
-640.6964
323.9922
-293.2079
596.7086
-549.6248
364.0474
-325.2434
695.6048
-573.2332
474.4432
-443.3944
582.0754
-554.5716
514.4985
-475.4299
579.3119
-607.8484
323.9922
-293.2079
294.8071
-257.6854
364.0474
-325.2434
347.4203
-242.5634
323.9922
-293.2079
288.3788
-270.0887
364.0474
-325.2434
307.8651
-342.8746
326.0881
-289.1535
298.9096
-261.4137
376.9326
-292.4513
385.7892
-275.4115
321.8963
-297.2623
284.2764
-266.3605
351.1623
-358.0354
269.4962
-310.0266
328.7752
-291.5955
625.7948
-573.6786
402.0643
-313.9668
698.4803
-560.4613
319.2091
-294.8203
617.7877
-589.1594
326.0306
-336.52
649.2458
-685.6689
474.4432
-443.3944
560.9963
-515.037
514.4985
-475.4299
625.6708
-495.4126
474.4432
-443.3944
552.9893
-530.5178
514.4985
-475.4299
576.4364
-620.6203
476.0142
-440.3589
630.9228
-578.3389
524.1602
-450.8791
746.4414
-601.5213
472.8723
-446.43
612.6596
-584.4991
504.8368
-499.9808
601.2847
-644.6089
478.0244
-442.1857
566.1244
-519.6973
542.9609
-466.9746
673.6319
-536.4727
470.8621
-444.6031
547.8612
-525.8575
486.0361
-483.8853
528.4752
-579.5602
194.3953
-175.9247
327.9957
-285.4675
218.4285
-195.146
388.6647
-262.6396
196.4912
-171.8703
319.9886
-300.9483
231.3137
-162.354
339.4302
-387.8472
192.2994
-179.9791
263.1973
-226.8259
205.5433
-227.9381
315.8552
-197.5909
199.1783
-174.3123
255.1902
-242.3067
256.4453
-183.8694
266.6207
-322.7985
189.6123
-177.5371
333.1238
-290.1277
180.4117
-206.4226
Page 59 of 116
ETABS v19.1.0
Page 60 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.3 - Story Forces (Part 2 of 2, continued)
Table 5.3 - Story Forces (Part 2 of 2, continued)
MX
tonf-m
MY
tonf-m
MX
tonf-m
MY
tonf-m
524.5936
-293.2079
1274.754
-1178.3378
564.6488
-325.2434
1208.3649 -1105.0276
323.9922
-493.4566
1297.0266 -1118.5195
364.0474
-525.4921
1188.5874 -1155.1832
323.9922
-293.2079
1252.4813
364.0474
-325.2434
1227.5494 -1121.4516
524.5936
-493.4566
1343.605
564.6488
-525.4921
1169.4029 -1138.7592
505.5633
-473.8496
1205.9029 -1198.0459
545.6186
-505.8851
692.2868
-631.948
524.5936
-293.2079
749.4952
-668.1223
564.6488
-325.2434
692.2868
-631.948
323.9922
-493.4566
749.4952
-668.1223
364.0474
-525.4921
702.1756
-606.8702
-1238.156
-1158.6297
251.832
-191.9013
771.7678
-608.304
315.3969
-232.0949
682.398
-657.0258
41.4935
-40.6069
727.2226
-727.9406
41.4935
-40.6069
721.3601
-623.2942
0
0
818.3463
-648.4142
0
0
663.2136
-640.6018
517.3756
-510.2632
680.6441
-687.8304
517.3756
-510.2632
1218.2537 -1079.9498
0
-128.166
1319.2993 -1058.7013
0
-256.332
1178.6986
0
0
1230.2087 -1297.9743
-1180.261
0
0
1256.6226 -1112.7978
8.8144
172.7963
1412.4561 -1138.9216
12.0641
414.3313
1140.3297
200.6589
8.5562
1137.0518
-1217.754
477.8483
13.2298
712.0644
-581.7924
275.427
-287.508
794.0405
-548.4858
275.427
-287.508
672.5093
-682.1036
0
0
704.9499
-787.7588
0
0
750.4333
-614.6405
181.1566
0
887.1973
-628.7061
490.0094
0
634.1404
-649.2556
1076.8906
-983.0303
611.7931
-707.5385
1165.8814 -1039.3014
1300.0142
-1137.718
1363.7324 -1302.6102
1413.4679 -1103.2417
1440.0102 -1350.8426
1250.7797 -1262.9257
1198.4762 -1130.1054
1302.5946 -1401.9054
1274.754
-1178.3378
1146.1726
-997.2851
923.0491
-842.5974
1246.9134
-954.7701
999.3269
-890.8297
1096.9382 -1122.4928
923.0491
-842.5974
1136.0401 -1253.4338
999.3269
-1147.413
-890.8297
1347.9753 -1178.7781
1198.4762 -1130.1054
1529.9139 -1203.5171
1274.754
-1178.3378
1202.8186 -1221.8656
1198.4762 -1130.1054
1186.1485 -1301.6301
ETABS v19.1.0
Page 61 of 116
ETABS v19.1.0
Page 62 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.3 - Story Forces (Part 2 of 2, continued)
MX
tonf-m
Table 5.3 - Story Forces (Part 2 of 2, continued)
MY
tonf-m
MX
tonf-m
MY
tonf-m
1194.1338 -1038.3452
1106.7482
-938.7351
1363.3594 -1055.0455
947.3154
-926.2508
1048.977
-1081.4327
971.9373
-977.2432
1019.594
-1153.1584
461.5246
-421.2987
793.8248
-639.5607
499.6635
-445.4149
888.2091
-593.0262
474.4097
-388.5066
744.5904
-764.7683
528.679
777.3358
-891.69
448.6394
-454.0907
639.9833
-499.1278
470.648
-523.6357
721.6546
-444.5546
499.5414
-410.0221
590.7488
-624.3354
589.6967
-419.7383
610.7813
-743.2184
423.5077
-432.5753
841.7859
-680.6207
409.6302
-471.0914
1004.6551
-693.3016
1044.6346
696.6292
-723.7083
1108.1995
-742.3581
660.8897
-791.4146
769.2076
-989.6725
687.9444
-702.1645
-540.1878
832.7724
-1029.8661
838.1006
-544.83
769.2076
-702.1645
542.7877
-583.2754
832.7724
-742.3581
494.3353
-642.943
1044.6346
769.2076
-702.1645
1108.1995 -1029.8661
832.7724
-742.3581
1006.898
-948.2507
-988.4443
-989.6725
-989.6725
1070.4628
1108.1995 -1029.8661
1044.6346
769.2076
-702.1645
1108.1995
-742.3581
832.7724
-742.3581
769.2076
-989.6725
975.7779
-917.7955
832.7724
-1029.8661
1044.6346
1039.3427
-957.9891
769.2076
-702.1645
832.7724
-742.3581
769.2076
-702.1645
832.7724
-742.3581
782.0928
-669.3724
861.7879
-664.1373
756.3224
-734.9565
803.7569
-820.5789
807.2244
-690.8879
922.8057
-716.6816
731.1908
-713.4411
742.7392
-768.0346
975.7779
-917.7955
1039.3427
-957.9891
975.7779
-917.7955
1039.3427
-957.9891
985.4396
-893.2446
1061.1013
-899.4271
966.1162
-942.3463
1004.2403
-702.1645
5.3 Point Results
Table 5.4 - Joint Reactions (Part 1 of 2)
Story
Label
Unique
Name
Output Case
Case Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Piso1
1
148
Dead
LinStatic
0.0834
-0.017
1.1634
0.0043
Piso1
1
148
Gr
LinStatic
-0.0012
0.0009
-0.0005
Piso1
1
148
Lr
LinStatic
0
0
0
0
Piso1
1
148
SDead
LinStatic
0.0255
0.0768
-0.1335
-0.128
148
SXest
-0.7905
0.5725
-1.0966
-0.9114
Piso1
1017.5841 -1016.5512
ETABS v19.1.0
-367.194
-909.3402
Page 63 of 116
1
Step
Type
LinStatic
-0.002
Piso1
1
148
W
LinStatic
0
0
0
Piso1
1
148
SDX
LinRespSpec
Max
1.3464
2.8687
2.8924
4.5207
Piso1
1
148
SDY
LinRespSpec
Max
0.31
7.5363
7.5811
12.0215
0
Piso1
1
LinStatic
0.0007
0.0275
-0.0293
148
Live
Piso1
1
148
Empuje
LinStatic
0
0
0
0
Piso1
1
148
SYest
LinStatic
-0.1262
-7.907
7.9931
12.6447
-0.0489
Piso1
1
148
Comb1
Combination
0.1524
0.0838
1.4419
-0.1732
Piso1
1
148
Comb2
Combination
0.1317
0.1159
1.189
-0.2266
Piso1
1
148
Comb3
Combination
0.1313
0.0993
1.2066
-0.1973
Piso1
1
148
Comb4
Combination
0.1306
0.0718
1.2359
-0.1484
Piso1
1
148
Comb5
Combination
0.1306
0.0718
1.2359
-0.1484
Piso1
1
148
Comb6
Combination
0.1313
0.0993
1.2066
-0.1973
ETABS v19.1.0
Page 64 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Step
Type
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
0.1313
0.0993
1.2066
-0.1973
Piso1
1
148
Comb37CIM
Combination
Max
0.2093
1.2561
2.1908
1.7125
0.3372
0.8336
1.9462
0.9661
Piso1
1
148
Comb37CIM
Combination
Min
0.0094
-1.0951
-0.1749
-2.0332
-0.0746
-0.6349
0.467
-1.3607
Piso1
1
148
Comb38CIM
Combination
0.0653
0.0359
0.6179
-0.0742
2.4151
1.7162
Piso1
1
148
Comb39CIM
Combination
Max
0.3344
0.9944
1.5834
1.4444
-0.0019
-2.1108
Piso1
1
148
Comb39CIM
Combination
Min
-0.2038
-0.9226
-0.3475
-1.5928
-0.1113
Piso1
1
148
Comb40CIM
Combination
Max
0.1987
1.6058
2.1976
2.427
Story
Label
Unique
Name
Output Case
Case Type
Piso1
1
148
Comb7
Combination
Piso1
1
148
Comb8
Combination
Max
Piso1
1
148
Comb8
Combination
Min
Piso1
1
148
Comb9
Combination
Max
0.2335
1.3004
Piso1
1
148
Comb9
Combination
Min
0.0291
-1.1017
Piso1
1
148
Comb10
Combination
0.098
0.0539
0.9269
Piso1
1
148
Comb11
Combination
Piso1
1
148
Comb12
Combination
MX
tonf-m
0.098
0.0539
0.9269
-0.1113
Piso1
1
148
Comb40CIM
Combination
Min
-0.0681
-1.534
-0.9617
-2.5754
Max
0.3038
0.7881
1.6665
1.0521
Piso1
1
148
Env cim G
Combination
Max
0.1095
0.0874
1.0299
-0.1237
-0.1079
-0.6804
0.1873
Min
Piso1
1
148
Comb12
Combination
Min
-1.2747
Piso1
1
148
Env cim G
Combination
0.1089
0.0598
1.0006
-0.1726
Piso1
1
148
Comb13
Combination
Max
0.2002
1.2549
2.1354
1.8021
Piso1
1
148
SERVICIO I
Combination
0.1089
0.0598
1.0299
-0.1237
Piso1
1
148
Comb13
Combination
Min
-0.0043
-1.1472
-0.2815
-2.0248
Piso1
1
148
SERVICIO II
Combination
0.1095
0.0874
1.0006
-0.1726
1
148
Piso1
1
148
Comb14VIG
Combination
Max
0.543
1.5679
2.6858
2.1295
Piso1
Piso1
1
148
Comb14VIG
Combination
Min
-0.2804
-1.3692
-0.2726
-2.5241
Piso1
1
148
CIMENTACIÓN REACCIONES
Combination
Max
0.1095
0.0874
1.0299
-0.1237
Piso1
1
148
Comb15VIG
Combination
Max
0.3357
2.5014
3.6236
3.6296
Piso1
1
148
CIMENTACIÓN REACCIONES
SERVICIO III
Combination
Min
0.1085
0.0598
1.0006
-0.1726
Piso1
1
148
Comb15VIG
Combination
Min
-0.0732
-2.3028
-1.2103
-4.0242
Piso1
2
149
Dead
LinStatic
-0.0711
-0.0132
1.1218
-0.0004
2
149
-0.0012
-0.0019
Gr
Combination
0.1085
LinStatic
0.0012
0.0812
0.0009
1.0076
-0.1618
Piso1
1
148
Comb16VIG
Combination
Max
0.5097
1.5224
2.4061
2.2155
Piso1
Piso1
1
148
Comb16VIG
Combination
Min
-0.3138
-1.4147
-0.5523
-2.4381
Piso1
2
149
Lr
LinStatic
0
0
0
Piso1
1
148
Comb17VIG
Combination
Max
0.3024
2.456
3.3439
3.7156
Piso1
2
149
SDead
LinStatic
-0.0343
0.1121
-0.1643
-0.179
Piso1
1
148
Comb17VIG
Combination
Min
-0.1065
-2.3482
-1.49
-3.9382
Piso1
2
149
SXest
LinStatic
-0.8321
-0.7178
1.3139
1.1223
0
Piso1
1
148
Comb18COL
Combination
Max
0.656
1.9358
3.1534
2.6905
Piso1
2
149
W
LinStatic
0
0
0
0
Piso1
1
148
Comb18COL
Combination
Min
-0.3716
-1.7252
-0.5342
-3.1099
Piso1
2
149
SDX
LinRespSpec
Max
1.3943
3.0826
3.1339
4.8597
Piso1
1
148
Comb19COL
Combination
Max
0.6342
1.9239
2.9474
2.7153
Piso1
2
149
SDY
LinRespSpec
Max
0.2098
7.3042
7.4582
11.669
Piso1
1
148
Comb19COL
-0.3934
-1.7372
-0.7402
2
LinStatic
0.0384
-0.0405
Combination
Min
-3.0851
Piso1
149
Live
Piso1
1
148
Comb20COL
Combination
Max
0.3969
3.1028
4.3255
4.5657
Piso1
2
149
Empuje
LinStatic
0
0
0
0
Piso1
1
148
Comb20COL
Combination
Min
-0.1126
-2.8921
-1.7063
-4.9851
Piso1
2
149
SYest
LinStatic
-0.0039
0.027
-8.1133
8.1532
12.9708
-0.0646
-0.2511
Piso1
1
148
Comb21COL
Combination
Max
0.3751
3.0908
4.1196
4.5905
Piso1
2
149
Comb1
Combination
-0.1476
0.1384
1.3406
Piso1
1
148
Comb21COL
Combination
Min
-0.1343
-2.9041
-1.9123
-4.9603
Piso1
2
149
Comb2
Combination
-0.1328
0.1802
1.0843
Piso1
1
148
Comb22COL
Combination
Max
0.6227
1.8904
2.8737
2.7765
Piso1
2
149
Comb3
Combination
-0.1304
0.1571
1.1086
-0.2798
Piso1
1
148
Comb22COL
Combination
Min
-0.405
-1.7707
-0.8139
-3.0239
Piso1
2
149
Comb4
Combination
-0.1266
0.1186
1.149
-0.2152
Piso1
1
148
Comb23COL
Combination
Max
0.6009
1.8784
2.6677
2.8012
Piso1
2
149
Comb5
Combination
-0.1266
0.1186
1.149
-0.2152
Piso1
1
148
Comb23COL
Combination
Min
-0.4267
-1.7826
-1.0198
-2.9991
Piso1
2
149
Comb6
Combination
-0.1304
0.1571
1.1086
-0.2798
Piso1
1
148
Comb24COL
Combination
Max
0.3636
3.0573
4.0459
4.6517
Piso1
2
149
Comb7
Combination
-0.1304
0.1571
1.1086
-0.2798
Piso1
1
148
Comb24COL
Combination
Min
-0.1459
-2.9376
-1.986
-4.8991
Piso1
2
149
Comb8
Combination
Max
0.078
0.912
1.8775
0.9169
Piso1
1
148
Comb25COL
Combination
Max
0.3418
3.0453
3.8399
4.6764
Piso1
2
149
Comb8
Combination
Min
-0.3388
-0.5978
0.3397
-1.4765
Piso1
1
148
Comb25COL
Combination
Min
-0.1677
-2.9496
-2.192
-4.8743
Piso1
2
149
Comb9
Combination
Max
-0.0405
1.3342
2.3099
Piso1
1
148
Comb26CIM
Combination
0.1089
0.0598
1.0299
-0.1237
Piso1
2
149
Comb9
Combination
Min
-0.2204
-1.02
-0.0927
-2.1574
Piso1
1
148
Comb27CIM
Combination
0.1095
0.0874
1.0006
-0.1726
Piso1
2
149
Comb10
Combination
-0.0949
0.089
0.8618
-0.1614
Piso1
1
148
Comb28CIM
Combination
0.1089
0.0598
1.0299
-0.1237
Piso1
2
149
Comb11
Combination
0.089
0.8618
-0.1614
Piso1
1
148
Comb29CIM
Combination
0.1094
0.0805
1.0079
-0.1603
Piso1
2
149
Comb12
Combination
Max
0.1135
0.8439
1.6306
1.0353
Piso1
1
148
Comb30CIM
Combination
0.1089
0.0598
1.0299
-0.1237
Piso1
2
149
Comb12
Combination
Min
-0.3033
-0.6659
0.0929
-1.3581
Piso1
1
148
Comb31CIM
Combination
0.1089
0.0598
1.0299
-0.1237
Piso1
2
149
Comb13
Combination
Max
-0.005
1.266
2.0631
1.7162
2
149
Comb13
-0.0949
-0.1849
-1.0881
-0.3395
-0.3185
1.5979
Piso1
1
148
Comb32CIM
Combination
Max
0.378
1.0183
1.9953
1.3949
Piso1
Combination
Min
Piso1
1
148
Comb32CIM
Combination
Min
-0.1603
-0.8986
0.0645
-1.6423
Piso1
2
149
Comb14VIG
Combination
Max
0.2864
1.6669
2.6463
2.1136
Piso1
1
148
Comb33CIM
Combination
Max
0.2422
1.6298
2.6096
2.3775
Piso1
2
149
Comb14VIG
Combination
Min
-0.5472
-1.3527
-0.4291
-2.6732
-2.039
Piso1
1
148
Comb33CIM
Combination
Min
-0.0245
-1.5101
-0.5497
-2.6249
Piso1
2
149
Comb15VIG
Combination
Max
0.0495
2.5112
3.5112
3.4755
Piso1
1
148
Comb34CIM
Combination
0.1094
0.0805
1.0079
-0.1603
Piso1
2
149
Comb15VIG
Combination
Min
-0.3103
-2.197
-1.294
-4.0351
Piso1
1
148
Comb35CIM
Combination
0.1094
0.0805
1.0079
-0.1603
Piso1
2
149
Comb16VIG
Combination
Max
0.3219
1.5988
2.3995
2.232
Piso1
1
148
Comb36CIM
Combination
Max
0.3109
0.7986
1.7313
0.9775
Piso1
2
149
Comb16VIG
Combination
Min
-0.5117
-1.4208
-0.6759
-2.5548
Piso1
1
148
Comb36CIM
Combination
Min
-0.0922
-0.6377
0.2846
-1.2981
Piso1
2
149
Comb17VIG
Combination
Max
0.085
2.4431
3.2643
3.5939
ETABS v19.1.0
Page 65 of 116
ETABS v19.1.0
Page 66 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Piso1
2
149
Comb17VIG
Combination
Min
-0.2748
-2.2651
-1.5408
-3.9167
Piso1
9
157
SXest
LinStatic
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
-4.0496
0.8079
-5.642
-1.2321
Piso1
2
149
Comb18COL
Combination
Max
0.3792
2.049
3.1212
2.6858
Piso1
9
157
W
LinStatic
0
0
0
Piso1
2
149
Comb18COL
Combination
Min
-0.6612
-1.715
-0.7125
-3.2812
Piso1
9
157
SDX
LinRespSpec
Max
10.0626
2.9252
8.9542
4.8705
Piso1
2
149
Comb19COL
Combination
Max
0.4003
2.0292
2.9297
2.7216
Piso1
9
157
SDY
LinRespSpec
Max
0.4054
5.3974
4.381
10.1792
0
Piso1
2
149
Comb19COL
-0.6401
-1.7348
-0.904
9
LinStatic
0.116
-0.0547
4.8289
0.0272
Combination
Min
-3.2453
Piso1
157
Live
Piso1
2
149
Comb20COL
Combination
Max
0.0831
3.1044
4.2023
4.3881
Piso1
9
157
Empuje
LinStatic
0
0
0
0
Piso1
2
149
Comb20COL
Combination
Min
-0.3651
-2.7705
-1.7936
-4.9835
Piso1
9
157
SYest
LinStatic
0.2072
-5.8082
-4.3766
10.844
Max
-0.0978
Piso1
2
149
Comb21COL
Combination
0.1042
3.0847
4.0107
4.424
Piso1
9
157
Comb1
Combination
0.7628
0.0011
18.9167
Piso1
2
149
Comb21COL
Combination
Min
-0.344
-2.7902
-1.9851
-4.9477
Piso1
9
157
Comb2
Combination
0.8395
-0.0866
23.9406
Piso1
2
149
Comb22COL
Combination
Max
0.4148
1.9809
2.8744
2.8041
Piso1
9
157
Comb3
Combination
0.7699
-0.0538
21.0432
-0.0567
Piso1
2
149
Comb22COL
Combination
Min
-0.6257
-1.7832
-0.9593
-3.1628
Piso1
9
157
Comb4
Combination
0.6539
0.0009
16.2143
-0.0839
Piso1
2
149
Comb23COL
Combination
Max
0.4358
1.9611
2.6829
2.84
Piso1
9
157
Comb5
Combination
0.6539
0.0009
16.2143
-0.0839
Piso1
2
149
Comb23COL
-0.6046
-1.8029
-1.1508
0.7699
-0.0403
Combination
Min
-3.127
Piso1
9
157
Comb6
Combination
-0.0538
21.0432
-0.0567
Piso1
2
149
Comb24COL
Combination
Max
0.1186
3.0363
3.9554
4.5065
Piso1
9
157
Comb7
Combination
0.7699
-0.0538
21.0432
-0.0567
Piso1
2
149
Comb24COL
Combination
Min
-0.3296
-2.8386
-2.0404
-4.8652
Piso1
9
157
Comb8
Combination
Max
2.2263
0.5966
22.5121
1.0775
Piso1
2
149
Comb25COL
Combination
Max
0.1397
3.0165
3.7639
4.5424
Piso1
9
157
Comb8
Combination
Min
-0.6865
-0.7042
19.5744
-1.1909
Piso1
2
149
Comb25COL
Combination
Min
-0.3085
-2.8583
-2.2319
-4.8293
Piso1
9
157
Comb9
Combination
Max
1.2606
0.8438
Piso1
2
149
Comb26CIM
Combination
-0.1055
0.0989
0.9575
-0.1793
Piso1
9
157
Comb9
Combination
Min
0.2792
-0.9514
20.0317
-1.7217
Piso1
2
149
Comb27CIM
Combination
-0.1093
0.1373
0.9171
-0.2439
Piso1
9
157
Comb10
Combination
0.4904
0.0007
12.1607
-0.0629
Piso1
2
149
Comb28CIM
Combination
-0.1055
0.0989
0.9575
-0.1793
Piso1
9
157
Comb11
Combination
0.0007
12.1607
-0.0629
Piso1
2
149
Comb29CIM
Combination
-0.1084
0.1277
0.9272
-0.2278
Piso1
9
157
Comb12
Combination
Max
1.9468
0.6511
13.6296
1.0713
Piso1
2
149
Comb30CIM
Combination
-0.1055
0.0989
0.9575
-0.1793
Piso1
9
157
Comb12
Combination
Min
-0.966
-0.6497
10.6919
-1.1971
Piso1
2
149
Comb31CIM
Combination
-0.1055
0.0989
0.9575
-0.1793
Piso1
9
157
Comb13
Combination
Max
0.9811
0.8983
13.1722
0.4904
22.0547
1.6084
1.6022
Piso1
2
149
Comb32CIM
Combination
Max
0.167
1.0844
1.9612
1.3829
Piso1
9
157
Comb13
Combination
Min
-0.0003
-0.8969
11.1492
-1.728
Piso1
2
149
Comb32CIM
Combination
Min
-0.3779
-0.8866
-0.0462
-1.7416
Piso1
9
157
Comb14VIG
Combination
Max
3.6827
1.247
23.9809
2.2117
Piso1
2
149
Comb33CIM
Combination
Max
0.0119
1.6374
2.5277
2.2749
Piso1
9
157
Comb14VIG
Combination
Min
-2.1429
-1.3546
18.1056
-2.325
Piso1
2
149
Comb33CIM
Combination
Min
-0.2228
-1.4396
-0.6126
-2.6336
Piso1
9
157
Comb15VIG
Combination
Max
1.7512
1.7414
23.0663
3.2735
Piso1
2
149
Comb34CIM
Combination
-0.1084
0.1277
0.9272
-0.2278
Piso1
9
157
Comb15VIG
Combination
Min
-0.2114
-1.849
19.0202
-3.3868
Piso1
2
149
Comb35CIM
Combination
-0.1084
0.1277
0.9272
-0.2278
Piso1
9
157
Comb16VIG
Combination
Max
3.4032
1.3015
15.0984
2.2055
Piso1
2
149
Comb36CIM
Combination
Max
0.0956
0.866
1.6792
0.9427
Piso1
9
157
Comb16VIG
Combination
Min
-2.4224
-1.3001
9.2231
-2.3313
Piso1
2
149
Comb36CIM
Combination
Min
-0.3124
-0.6106
0.1752
-1.3982
Piso1
9
157
Comb17VIG
Combination
Max
1.4717
1.7959
14.1838
3.2672
Piso1
2
149
Comb37CIM
Combination
Max
-0.0204
1.2798
2.103
1.61
Piso1
9
157
Comb17VIG
Combination
Min
-0.4909
-1.7945
10.1377
Piso1
2
149
Comb37CIM
Combination
Min
-0.1963
-1.0243
-0.2486
-2.0655
Piso1
9
157
Comb18COL
Combination
Max
4.4601
1.5681
26.0599
2.7643
Piso1
2
149
Comb38CIM
Combination
-0.0633
0.0593
0.5745
-0.1076
Piso1
9
157
Comb18COL
Combination
Min
-2.8113
-1.6755
18.729
-2.8916
-3.393
Piso1
2
149
Comb39CIM
Combination
Max
0.2092
1.0448
1.5782
1.4546
Piso1
9
157
Comb19COL
Combination
Max
4.3511
1.5679
23.3575
2.7783
Piso1
2
149
Comb39CIM
Combination
Min
-0.3358
-0.9262
-0.4292
-1.6698
Piso1
9
157
Comb19COL
Combination
Min
-2.9203
-1.6757
16.0266
-2.8776
Piso1
2
149
Comb40CIM
Combination
Max
0.054
1.5978
2.1447
2.3466
Piso1
9
157
Comb20COL
Combination
Max
2.0458
2.1861
24.9165
4.0915
Piso1
2
149
Comb40CIM
Combination
Min
-0.1806
-1.4792
-0.9957
-2.5619
Piso1
9
157
Comb20COL
Combination
Min
-0.397
-2.2936
19.8723
-4.2188
Piso1
2
149
Env cim G
Combination
Max
-0.1055
0.1373
0.9575
-0.1793
Piso1
9
157
Comb21COL
Combination
Max
1.9368
2.186
22.2142
4.1055
Combination
Min
9
157
Comb21COL
Piso1
2
149
-0.2439
Piso1
Combination
Min
-0.506
-2.2937
17.1699
Piso1
2
149
SERVICIO I
Combination
-0.1055
0.0989
0.9575
-0.1793
Piso1
9
157
Comb22COL
Combination
Max
4.1806
1.6226
17.1774
2.7581
Piso1
2
149
SERVICIO II
Combination
-0.1093
0.1373
0.9171
-0.2439
Piso1
9
157
Comb22COL
Combination
Min
-3.0908
-1.621
9.8465
-2.8978
Piso1
2
149
SERVICIO III
Combination
-0.1074
0.1284
0.9263
-0.2292
Piso1
9
157
Comb23COL
Combination
Max
4.0716
1.6224
14.475
2.772
Piso1
2
149
CIMENTACIÓN REACCIONES
Combination
Max
-0.1055
0.1373
0.9575
-0.1793
Piso1
9
157
Comb23COL
Combination
Min
-3.1998
-1.6212
7.1441
-2.8839
Piso1
2
149
CIMENTACIÓN REACCIONES
Combination
Min
-0.1093
0.0989
0.9171
-0.2439
Piso1
9
157
Comb24COL
Combination
Max
1.7663
2.2406
16.034
4.0852
Piso1
9
157
Dead
LinStatic
0.0776
0.0214
3.8382
-0.0316
Piso1
9
157
Comb24COL
Combination
Min
-0.6765
-2.2391
10.9898
-4.225
Piso1
9
157
Gr
LinStatic
-0.0209
0.0036
0.6377
-0.0043
Piso1
9
157
Comb25COL
Combination
Max
1.6573
2.2405
13.3317
4.0992
Piso1
9
157
Lr
LinStatic
0
0
0
0
Piso1
9
157
Comb25COL
Combination
Min
-0.7855
-2.2392
8.2874
-4.211
Piso1
9
157
SDead
LinStatic
0.4673
-0.0207
9.6738
-0.0383
Piso1
9
157
Comb26CIM
Combination
0.5449
0.0008
13.5119
-0.0699
ETABS v19.1.0
Env cim G
-0.1093
0.0989
0.9171
Page 67 of 116
ETABS v19.1.0
-4.2048
Page 68 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Combination
0.6609
-0.0539
18.3409
-0.0427
Piso1
10
155
Comb10
Combination
Comb28CIM
Combination
0.5449
0.0008
13.5119
-0.0699
Piso1
10
155
Comb11
Combination
Comb29CIM
Combination
0.6319
-0.0403
17.1336
-0.0495
Piso1
10
155
Comb12
Combination
Max
Comb30CIM
Combination
0.5449
0.0008
13.5119
-0.0699
Piso1
10
155
Comb12
Combination
Min
Label
Unique
Name
Output Case
Case Type
Piso1
9
157
Comb27CIM
Piso1
9
157
Piso1
9
157
Piso1
9
157
Step
Type
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FX
tonf
Story
FY
tonf
FZ
tonf
-0.0521
12.6691
MX
tonf-m
0.4332
-0.0521
12.6691
-0.015
1.4048
0.7055
14.1437
1.2024
-0.5384
-0.8096
11.1945
-1.2323
-0.015
-0.0699
Piso1
10
155
Max
0.7803
1.1699
14.9677
1.9413
9
157
Comb32CIM
Combination
Max
2.4493
0.85
15.4317
1.4109
Piso1
10
155
Comb13
Combination
Min
0.0862
-1.2741
10.3706
-1.9712
Piso1
9
157
Comb32CIM
Combination
Min
-1.3595
-0.8485
11.5921
-1.5507
Piso1
10
155
Comb14VIG
Combination
Max
2.604
1.4723
24.2303
2.3669
-2.5026
9
157
Comb31CIM
Combination
0.5449
0.0008
13.5119
Combination
FX
tonf
0.4332
Piso1
Piso1
Comb13
Step
Type
Piso1
9
157
Comb33CIM
Combination
Max
1.1842
1.1739
14.8326
2.1064
Piso1
10
155
Comb14VIG
Combination
Min
-1.2823
-1.558
18.3317
Piso1
9
157
Comb33CIM
Combination
Min
-0.0944
-1.1724
12.1912
-2.2462
Piso1
10
155
Comb15VIG
Combination
Max
1.3549
2.4011
25.8781
3.8446
Piso1
9
157
Comb34CIM
Combination
0.6319
-0.0403
17.1336
-0.0495
Piso1
10
155
Comb15VIG
Combination
Min
-0.0333
-2.4869
16.6839
-3.9804
Piso1
9
157
Comb35CIM
Combination
0.6319
-0.0403
17.1336
-0.0495
Piso1
10
155
Comb16VIG
Combination
Max
2.3764
1.4631
15.6184
2.4198
-2.4497
Piso1
9
157
Comb36CIM
Combination
Max
2.0577
0.5959
18.5712
1.0599
Piso1
10
155
Comb16VIG
Combination
Min
-1.5099
-1.5672
9.7199
Piso1
9
157
Comb36CIM
Combination
Min
-0.7939
-0.6765
15.696
-1.1589
Piso1
10
155
Comb17VIG
Combination
Max
1.1273
2.3919
17.2662
3.8975
Piso1
9
157
Comb37CIM
Combination
Max
1.1113
0.8382
18.123
1.5802
Piso1
10
155
Comb17VIG
Combination
Min
-0.2609
-2.4961
8.072
-3.9275
Piso1
9
157
Comb37CIM
Combination
Min
0.1525
-0.9188
16.1442
-1.6791
Piso1
10
155
Comb18COL
Combination
Max
3.1344
1.84
26.3651
2.9653
10
155
Comb18COL
-1.7164
-1.9373
19.0123
-3.1045
0.0005
8.1072
-0.0419
Piso1
Combination
Min
Piso1
9
157
Comb39CIM
Combination
Max
2.2313
0.8497
10.0269
1.4389
Piso1
10
155
Comb19COL
Combination
Max
3.0381
1.8515
23.5498
2.9687
Piso1
9
157
Comb39CIM
Combination
Min
-1.5775
-0.8488
6.1874
-1.5228
Piso1
10
155
Comb19COL
Combination
Min
-1.8127
-1.9257
16.1969
-3.1011
Piso1
9
157
Comb40CIM
Combination
Max
0.9662
1.1736
9.4278
2.1343
Piso1
10
155
Comb20COL
Combination
Max
1.5731
3.001
28.4249
4.8126
Piso1
9
157
Comb40CIM
-0.3124
10
155
Comb20COL
-0.1551
-3.0984
16.9525
-4.9517
Piso1
9
157
Comb38CIM
Combination
0.3269
Combination
Min
-2.2182
Piso1
Combination
Min
Piso1
9
157
Env cim G
Combination
Max
0.6609
0.0008
18.3409
-0.0427
Piso1
10
155
Comb21COL
Combination
Max
1.4768
3.0126
25.6095
4.8159
Piso1
9
157
Env cim G
Combination
Min
0.5449
-0.0539
13.5119
-0.0699
Piso1
10
155
Comb21COL
Combination
Min
-0.2514
-3.0868
14.1371
-4.9483
Piso1
9
157
SERVICIO I
Combination
0.5449
0.0008
13.5119
-0.0699
Piso1
10
155
Comb22COL
Combination
Max
2.9068
1.8308
17.7532
3.0183
Piso1
9
157
SERVICIO II
Combination
0.6609
-0.0539
18.3409
-0.0427
Piso1
10
155
Comb22COL
Combination
Min
-1.944
-1.9465
10.4004
-3.0515
Piso1
9
157
SERVICIO III
Combination
0.6163
-0.0376
17.6119
-0.0527
Piso1
10
155
Comb23COL
Combination
Max
2.8105
1.8423
14.9379
3.0216
Piso1
9
157
CIMENTACIÓN REACCIONES
Combination
Max
0.6609
0.0008
18.3409
-0.0427
Piso1
10
155
Comb23COL
Combination
Min
-2.0403
-1.9349
7.585
-3.0482
Piso1
9
157
CIMENTACIÓN REACCIONES
Combination
Min
0.5449
-0.0539
13.5119
-0.0699
Piso1
10
155
Comb24COL
Combination
Max
1.3455
2.9918
19.813
4.8655
Piso1
10
155
Dead
LinStatic
0.0871
-0.019
5.4298
0.0059
Piso1
10
155
Comb24COL
Combination
Min
-0.3827
-3.1075
8.3406
Piso1
10
155
Gr
LinStatic
-0.0154
-0.0007
0.6965
-0.0004
Piso1
10
155
Comb25COL
Combination
Max
1.2492
3.0034
16.9976
4.8688
Piso1
10
155
Lr
LinStatic
0
0
0
0
Piso1
10
155
Comb25COL
Combination
Min
-0.479
-3.096
5.5252
-4.8954
Piso1
10
155
SDead
LinStatic
0.3943
-0.0389
8.647
-0.0225
Piso1
10
155
Comb26CIM
Combination
0.4814
-0.0579
14.0768
-0.0166
155
SXest
-3.2395
0.6236
-3.8658
-1.1727
6.7865
-4.8987
-1.0436
Piso1
10
155
Comb27CIM
Combination
0.5646
-0.0313
18.4657
-0.0646
Piso1
10
155
W
LinStatic
0
0
0
0
Piso1
10
155
Comb28CIM
Combination
0.4814
-0.0579
14.0768
-0.0166
Piso1
10
155
SDX
LinRespSpec
Max
6.6673
2.9993
6.0234
4.8369
Piso1
10
155
Comb29CIM
Combination
0.5438
-0.0379
17.3684
-0.0526
Piso1
10
155
SDY
LinRespSpec
Max
0.4221
7.6436
14.2625
12.2257
Piso1
10
155
Comb30CIM
Combination
0.4814
-0.0579
14.0768
-0.0166
Piso1
10
155
Live
LinStatic
0.0832
0.0265
4.3889
-0.0479
Piso1
10
155
Comb31CIM
Combination
0.4814
-0.0579
14.0768
Piso1
10
155
Empuje
LinStatic
0
0
0
0
Piso1
10
155
Comb32CIM
Combination
Max
1.7518
0.9311
16.0019
1.5725
Piso1
10
155
SYest
LinStatic
-0.269
-8.1249
-11.411
12.9554
Piso1
10
155
Comb32CIM
Combination
Min
-0.7891
-1.0468
12.1517
-1.6058
Piso1
10
155
Comb1
Combination
0.6739
-0.081
19.7075
-0.0233
Piso1
10
155
Comb33CIM
Combination
Max
0.9337
1.5395
17.0812
2.5404
Piso1
10
155
Comb2
Combination
0.7107
-0.027
23.9143
-0.0967
Piso1
10
155
Comb33CIM
Combination
Min
0.0291
-1.6552
11.0724
-2.5737
Piso1
10
155
Comb3
Combination
0.6608
-0.0429
21.281
-0.0679
Piso1
10
155
Comb34CIM
Combination
0.5438
-0.0379
17.3684
-0.0526
Piso1
10
LinStatic
-0.0694
16.8921
-0.02
Piso1
Piso1
10
155
Comb5
Combination
0.5776
-0.0694
16.8921
-0.02
Piso1
10
155
Comb36CIM
Combination
Max
1.4949
0.703
18.8107
1.1381
Piso1
10
155
Comb6
Combination
0.6608
-0.0429
21.281
-0.0679
Piso1
10
155
Comb36CIM
Combination
Min
-0.4074
-0.7789
15.9261
-1.2432
Piso1
10
155
Comb7
Combination
0.6608
-0.0429
21.281
-0.0679
Piso1
10
155
Comb37CIM
Combination
Max
0.8829
1.1581
19.6182
1.8622
Piso1
10
155
Comb8
Combination
Max
1.6324
0.7147
22.7556
1.1495
Piso1
10
155
Comb37CIM
Combination
Min
0.2046
-1.234
15.1187
-1.9673
Piso1
10
155
Comb8
Combination
Min
-0.3108
-0.8005
19.8064
-1.2853
Piso1
10
155
Comb38CIM
Combination
0.2888
-0.0347
8.4461
-0.01
Piso1
10
155
Comb9
Combination
Max
1.0079
1.1791
23.5796
1.8884
Piso1
10
155
Comb39CIM
Combination
Max
1.5592
0.9542
10.3711
1.5792
Piso1
10
155
Comb9
Combination
Min
0.3138
-1.2649
18.9825
-2.0241
Piso1
10
155
Comb39CIM
Combination
Min
-0.9816
-1.0236
6.521
-1.5991
Piso1
10
155
Comb4
Combination
0.5776
10
155
Comb35CIM
Combination
0.5438
-0.0379
17.3684
-0.0166
-0.0526
ETABS v19.1.0
Page 69 of 116
ETABS v19.1.0
Page 70 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
Piso1
10
155
Comb40CIM
Combination
Max
0.7411
1.5626
11.4505
2.5471
Piso1
11
156
Comb20COL
Combination
Max
0.2447
2.8553
25.2761
Piso1
10
155
Comb40CIM
Combination
Min
-0.1635
-1.632
5.4417
-2.567
Piso1
11
156
Comb20COL
Combination
Min
-1.4084
-3.0048
16.4715
-4.799
Piso1
10
155
Env cim G
Combination
Max
0.5646
-0.0313
18.4657
-0.0166
Piso1
11
156
Comb21COL
Combination
Max
0.3255
2.872
22.7475
4.6463
Piso1
10
155
Env cim G
Combination
Min
0.4814
-0.0579
14.0768
-0.0646
Piso1
11
156
Comb21COL
Combination
Min
-1.3276
-2.9881
13.943
-4.7963
Piso1
10
155
-0.0166
Piso1
11
156
Comb22COL
Combination
Max
2.0568
1.7868
16.0159
2.9866
Piso1
10
155
SERVICIO II
Combination
0.5646
-0.0313
18.4657
-0.0646
Piso1
11
156
Comb22COL
Combination
Min
-2.8655
-1.9536
9.2696
-3.0134
Piso1
10
155
SERVICIO III
Combination
0.5322
-0.0385
17.8908
-0.0529
Piso1
11
156
Comb23COL
Combination
Max
2.1376
1.8035
13.4873
2.9893
SERVICIO I
Combination
0.4814
-0.0579
14.0768
MX
tonf-m
4.6436
Piso1
10
155
CIMENTACIÓN REACCIONES
Combination
Max
0.5646
-0.0313
18.4657
-0.0166
Piso1
11
156
Comb23COL
Combination
Min
-2.7846
-1.9369
6.7411
-3.0108
Piso1
10
155
CIMENTACIÓN REACCIONES
Combination
Min
0.4814
-0.0579
14.0768
-0.0646
Piso1
11
156
Comb24COL
Combination
Max
0.4222
2.8467
17.045
4.7079
11
156
Comb24COL
-4.7347
Piso1
11
156
Dead
LinStatic
-0.0404
-0.0402
3.5704
0.0242
Piso1
Combination
Min
-1.2309
-3.0134
8.2405
Piso1
11
156
Gr
LinStatic
0.0206
-0.0027
0.6446
0.0016
Piso1
11
156
Comb25COL
Combination
Max
0.5031
2.8633
14.5165
Piso1
11
156
Lr
LinStatic
0
0
0
0
Piso1
11
156
Comb25COL
Combination
Min
-1.15
-2.9967
5.7119
-4.732
Piso1
11
156
SDead
LinStatic
-0.3639
-0.0432
9.0724
-0.0376
Piso1
11
156
Comb26CIM
Combination
-0.4044
-0.0834
12.6428
-0.0134
Piso1
11
156
SXest
LinStatic
-3.3771
-0.6766
4.8114
1.0859
Piso1
11
156
Comb27CIM
Combination
-0.4606
-0.0497
17.081
-0.0737
4.7106
0
0
0
0
Piso1
11
156
Comb28CIM
Combination
-0.4044
-0.0834
12.6428
-0.0134
6.8119
3.053
6.3204
4.8779
Piso1
11
156
Comb29CIM
Combination
-0.4465
-0.0581
15.9714
-0.0586
0.2736
7.2924
10.4369
11.763
Piso1
11
156
Comb30CIM
Combination
-0.4044
-0.0834
12.6428
-0.0134
-0.0562
0.0337
4.4382
-0.0603
Piso1
11
156
Comb31CIM
Combination
-0.4044
-0.0834
12.6428
0
0
0
Piso1
11
156
Comb32CIM
Combination
Max
0.8848
0.8959
14.4091
1.5575
-8.1404 -11.4213 13.1146
Piso1
11
156
Comb32CIM
Combination
Min
-1.6935
-1.0627
10.8764
-1.5843
-0.5661
-0.1167
17.6999
-0.0188
Piso1
11
156
Comb33CIM
Combination
Max
0.0283
1.4513
14.9484
2.4594
Combination
-0.5752
-0.0462
22.2724
-0.1125
Piso1
11
156
Comb33CIM
Combination
Min
-0.837
-1.618
10.3371
-2.4862
Combination
-0.5415
-0.0664
19.6095
-0.0763
Piso1
11
156
Comb34CIM
Combination
-0.4465
-0.0581
15.9714
-0.0586
Comb4
Combination
-0.4852
-0.1001
15.1713
-0.0161
Piso1
Comb5
Combination
-0.4852
-0.1001
15.1713
-0.0161
Piso1
11
156
Comb36CIM
Combination
Max
0.5186
0.6756
17.2946
1.1184
Comb6
Combination
-0.5415
-0.0664
19.6095
-0.0763
Piso1
11
156
Comb36CIM
Combination
Min
-1.4117
-0.7918
14.6482
-1.2355
156
Comb7
Combination
-0.5415
-0.0664
19.6095
-0.0763
Piso1
11
156
Comb37CIM
Combination
Max
-0.1221
1.091
17.698
1.7931
156
Comb8
Combination
Min
-0.7709
-1.9103
Piso1
11
156
W
LinStatic
Piso1
11
156
SDX
LinRespSpec
Max
Piso1
11
156
SDY
LinRespSpec
Max
Piso1
11
156
Live
LinStatic
Piso1
11
156
Empuje
LinStatic
0
Piso1
11
156
SYest
LinStatic
-0.0188
Piso1
11
156
Comb1
Combination
Piso1
11
156
Comb2
Piso1
11
156
Comb3
Piso1
11
156
Piso1
11
156
Piso1
11
156
Piso1
11
Piso1
11
11
156
Comb35CIM
Combination
-0.4465
-0.0581
15.9714
-0.0134
-0.0586
Max
0.4444
0.6838
20.9621
1.127
Piso1
11
156
Comb37CIM
Combination
-1.2073
14.2448
Piso1
11
156
Comb8
Combination
Min
-1.5273
-0.8165
18.2569
-1.2797
Piso1
11
156
Comb38CIM
Combination
-0.2426
-0.05
7.5857
Piso1
11
156
Comb9
Combination
Max
-0.2094
1.1077
21.3738
1.8155
Piso1
11
156
Comb39CIM
Combination
Max
1.0465
0.9293
9.352
1.5628
Piso1
11
156
Comb9
Combination
Min
-0.8735
-1.2405
17.8452
-1.9682
Piso1
11
156
Comb39CIM
Combination
Min
-1.5318
-1.0293
5.8193
-1.5789
Piso1
11
156
Comb10
Combination
Piso1
11
156
Comb11
Combination
Piso1
11
156
Comb12
Combination
-0.075
11.3785
-0.0121
Piso1
11
156
Comb40CIM
Max
0.19
1.4846
9.8913
2.4648
-0.3639
-0.075
11.3785
-0.0121
Piso1
11
156
Comb40CIM
Combination
Min
-0.6752
-1.5847
5.28
-2.4809
Max
0.6219
0.6751
12.7311
1.1913
Piso1
11
156
Env cim G
Combination
Max
-0.4044
-0.0497
17.081
-0.0134
11
156
Combination
Min
-0.3639
Piso1
11
156
Comb12
Combination
Min
-1.3498
-0.8252
10.0259
-1.2154
Piso1
-0.0834
12.6428
Piso1
11
156
Comb13
Combination
Max
-0.0319
1.099
13.1427
1.8798
Piso1
11
156
SERVICIO I
Combination
-0.4044
-0.0834
12.6428
-0.0134
Piso1
11
156
Comb13
Combination
Min
-0.696
-1.2491
9.6142
-1.9039
Piso1
11
156
SERVICIO II
Combination
-0.4606
-0.0497
17.081
-0.0737
Piso1
11
156
Comb14VIG
Combination
Max
1.4303
1.4339
22.3147
2.3303
Piso1
11
156
SERVICIO III
Combination
-0.4311
-0.0601
16.4549
-0.0574
Piso1
11
156
Comb14VIG
-2.5132
-1.5667
16.9043
11
Env cim G
Combination
-0.008
-0.4606
-0.0737
Combination
Min
-2.483
Piso1
156
CIMENTACIÓN REACCIONES
Combination
Max
-0.4044
-0.0497
17.081
Piso1
11
156
Comb15VIG
Combination
Max
0.1226
2.2818
23.138
3.7074
Piso1
11
156
CIMENTACIÓN REACCIONES
Combination
Min
-0.4606
-0.0834
12.6428
-0.0737
Piso1
11
156
Comb15VIG
Combination
Min
-1.2055
-2.4146
16.081
-3.8601
Piso1
12
153
Dead
LinStatic
-0.0393
0.0286
5.9931
-0.0377
12
153
LinStatic
-0.0053
Gr
-0.0024
1.1642
-0.0134
Piso1
11
156
Comb16VIG
Combination
Max
1.6078
1.4253
14.0837
2.3946
Piso1
Piso1
11
156
Comb16VIG
Combination
Min
-2.3356
-1.5753
8.6733
-2.4187
Piso1
12
153
Lr
LinStatic
0
0
0
0
Piso1
11
156
Comb17VIG
Combination
Max
0.3002
2.2731
14.907
3.7717
Piso1
12
153
SDead
LinStatic
0.0171
-0.0087
11.0114
-0.0617
Piso1
11
156
Comb17VIG
Combination
Min
-1.028
-2.4232
7.85
-3.7958
Piso1
12
153
SXest
LinStatic
-4.0129
-0.0344
-0.4784
0.0574
Max
Piso1
11
156
Comb18COL
Combination
1.8792
1.7955
24.2469
2.9224
Piso1
12
153
W
LinStatic
0
0
Piso1
11
156
Comb18COL
Combination
Min
-3.043
-1.9449
17.5007
-3.0777
Piso1
12
153
SDX
LinRespSpec
Max
7.0949
0.3413
0.9571
0.5235
Piso1
11
156
Comb19COL
Combination
Max
1.9601
1.8121
21.7184
2.925
Piso1
12
153
SDY
LinRespSpec
Max
0.4395
8.4312
10.6626
13.2405
Piso1
11
156
Comb19COL
Combination
Min
-2.9621
-1.9283
14.9721
-3.075
Piso1
12
153
Live
LinStatic
-0.01
-0.0183
7.7514
-0.0093
ETABS v19.1.0
Page 71 of 116
ETABS v19.1.0
0
0.0016
0
Page 72 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
LinStatic
0
0
0
0
Piso1
12
153
Comb32CIM
Combination
Max
1.3292
0.5558
17.7806
0.74
Label
Unique
Name
Output Case
Case Type
Piso1
12
153
Empuje
Step
Type
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FX
tonf
Story
MX
tonf-m
Piso1
12
153
SYest
LinStatic
-0.0557
-9.1447
7.3402
14.345
Piso1
12
153
Comb32CIM
Combination
Min
-1.3736
-0.5161
16.2284
-0.9387
Piso1
12
153
Comb1
Combination
-0.0311
0.0278
23.8063
-0.139
Piso1
12
153
Comb33CIM
Combination
Max
0.4573
1.6156
19.052
2.406
Piso1
12
153
Comb2
Combination
-0.0427
-0.0054
32.8076
-0.134
Piso1
12
153
Comb33CIM
Combination
Min
-0.5017
-1.5759
14.957
-2.6046
Piso1
12
153
Comb3
Combination
-0.0367
0.0055
28.1568
-0.1285
Piso1
12
153
Comb34CIM
Combination
-0.0297
0.0061
22.818
-0.1063
Piso1
12
153
Comb4
Combination
-0.0266
0.0238
20.4054
-0.1192
Piso1
12
153
Comb35CIM
Combination
-0.0297
0.0061
22.818
Piso1
12
153
Comb5
Combination
-0.0266
0.0238
20.4054
-0.1192
Piso1
12
153
Comb36CIM
Combination
Max
0.982
0.408
23.3999
0.5231
Piso1
12
153
Comb6
Combination
-0.0367
0.0055
28.1568
-0.1285
Piso1
12
153
Comb36CIM
Combination
Min
-1.0415
-0.3958
22.2362
-0.7357
Piso1
12
153
Comb7
Combination
-0.0367
0.0055
28.1568
-0.1285
Piso1
12
153
Comb37CIM
Combination
Max
0.3298
1.2008
24.351
1.7694
Piso1
12
153
Comb8
Combination
Max
0.9968
0.4169
28.7522
0.5157
Piso1
12
153
Comb37CIM
Combination
Min
-0.3892
-1.1886
21.2851
-1.9819
Piso1
12
153
Comb8
Combination
Min
-1.0701
-0.4058
27.5614
-0.7727
Piso1
12
153
Comb38CIM
Combination
-0.0133
0.0119
10.2027
-0.0596
Piso1
12
153
Comb9
0.5479
-0.1063
Combination
Max
0.3313
1.2259
1.7874
Piso1
12
153
Comb39CIM
Combination
Max
1.338
10.9788
0.7798
Piso1
12
153
Comb9
Combination
Min
-0.4046
-1.2148
26.5909
-2.0444
Piso1
12
153
Comb39CIM
Combination
Min
-1.3647
-0.524
9.4266
-0.8989
Piso1
12
153
Comb10
Combination
-0.02
0.0179
15.3041
-0.0894
Piso1
12
153
Comb40CIM
Combination
Max
0.4662
1.6077
12.2502
2.4457
Piso1
12
153
Comb11
Combination
Piso1
12
153
Comb12
Combination
29.7227
-0.02
0.0179
15.3041
-0.0894
Piso1
12
153
Comb40CIM
Combination
Min
-0.4928
-1.5838
8.1552
-2.5649
Max
1.0135
0.4292
15.8994
0.5548
Piso1
12
153
Env cim G
Combination
Max
-0.0222
0.0199
24.7559
-0.0993
-1.0534
-0.3935
14.7087
Combination
Min
0.0016
17.0045
-0.1086
Piso1
12
153
Comb12
Combination
Min
-0.7336
Piso1
12
153
Piso1
12
153
Comb13
Combination
Max
0.348
1.2382
16.87
1.8265
Piso1
12
153
SERVICIO I
Combination
-0.0222
0.0199
17.0045
-0.0993
Piso1
12
153
Comb13
Combination
Min
-0.3879
-1.2025
13.7382
-2.0053
Piso1
12
153
SERVICIO II
Env cim G
Combination
-0.0322
-0.0322
0.0016
24.7559
-0.1086
Piso1
12
153
Comb14VIG
Combination
Max
2.0303
0.8282
29.3475
1.1599
Piso1
12
153
SERVICIO III
Combination
-0.0337
0.0043
23.6912
-0.105
Piso1
12
153
Comb14VIG
Combination
Min
-2.1036
-0.8172
26.9661
-1.4169
Piso1
12
153
CIMENTACIÓN REACCIONES
Combination
Max
-0.0222
0.0199
24.7559
-0.0993
Piso1
12
153
Comb15VIG
Combination
Max
0.6992
2.4462
31.2886
3.7033
Piso1
12
153
CIMENTACIÓN REACCIONES
Combination
Min
-0.0337
0.0016
17.0045
-0.1086
Piso1
12
153
Comb15VIG
-0.7725
-2.4351
25.025
Combination
Min
-3.9603
Piso1
13
154
Dead
LinStatic
0.086
0.0182
5.0636
-0.0282
Piso1
12
153
Comb16VIG
Combination
Max
2.047
0.8406
16.4948
1.199
Piso1
13
154
Gr
LinStatic
-0.0111
0.0007
0.4708
-0.0018
Piso1
12
153
Comb16VIG
Combination
Min
-2.0869
-0.8048
14.1133
-1.3778
Piso1
13
154
Lr
LinStatic
0
0
0
0
Piso1
12
153
Comb17VIG
Combination
Max
0.7159
2.4586
18.4359
3.7424
Piso1
13
154
SDead
LinStatic
0.2716
0.0829
5.8546
-0.1345
Piso1
12
153
Comb17VIG
Combination
Min
-0.7558
-2.4228
12.1722
-3.9212
Piso1
13
154
SXest
LinStatic
-3.0287
0.675
-5.5555
-1.0808
Piso1
12
153
Comb18COL
Combination
Max
2.541
1.0315
31.3398
1.4652
Piso1
13
154
W
LinStatic
Piso1
12
153
Comb18COL
Combination
Min
-2.6188
-1.0165
28.3746
-1.742
Piso1
13
154
SDX
LinRespSpec
Max
5.6339
3.0487
10.7744
4.8299
Piso1
12
153
Comb19COL
Combination
Max
2.5455
1.0275
27.9389
1.4851
Piso1
13
154
SDY
LinRespSpec
Max
0.318
0
7.6965
0
11.1429
0
12.2528
0
Piso1
12
153
Comb19COL
Combination
Min
-2.6144
-1.0204
24.9737
-1.7221
Piso1
13
154
Live
LinStatic
0.0521
0.0141
2.816
-0.0367
Piso1
12
153
Comb20COL
Combination
Max
0.8772
3.054
33.7662
4.6445
Piso1
13
154
Empuje
LinStatic
0
0
0
0
Piso1
12
153
Comb20COL
Combination
Min
-0.9549
-3.0389
25.9483
-4.9212
Piso1
13
154
SYest
LinStatic
0.0704
-8.1847
8.7607
12.9903
Piso1
12
153
Comb21COL
Combination
Max
0.8816
3.05
30.3653
4.6643
Piso1
13
154
Comb1
Combination
0.5007
0.1415
15.2856
-0.2278
Piso1
12
153
Comb21COL
-0.9505
-3.0429
22.5474
Combination
Min
-4.9014
Piso1
13
154
Comb2
Combination
0.5126
0.1439
17.6075
-0.2539
Piso1
12
153
Comb22COL
Combination
Max
2.5577
1.0438
18.4871
1.5043
Piso1
13
154
Comb3
Combination
0.4813
0.1354
15.9179
-0.2319
Piso1
12
153
Comb22COL
Combination
Min
-2.6021
-1.0041
15.5219
-1.7029
Piso1
13
154
Comb4
Combination
0.4291
0.1213
13.1019
-0.1953
Piso1
12
153
Comb23COL
Combination
Max
2.5622
1.0399
15.0862
1.5242
Piso1
13
154
Comb5
Combination
0.4291
0.1213
13.1019
-0.1953
Piso1
12
153
Comb23COL
Combination
Min
-2.5977
-1.0081
12.121
-1.6831
Piso1
13
154
Comb6
Combination
0.4813
0.1354
15.9179
-0.2319
Piso1
12
153
Comb24COL
Combination
Max
0.8939
3.0663
20.9135
4.6835
Piso1
13
154
Comb7
Combination
0.4813
0.1354
15.9179
-0.2319
Piso1
12
153
Comb24COL
Combination
Min
-0.9382
-3.0266
13.0955
-4.8822
Piso1
13
154
Comb8
Combination
Max
1.3006
0.9023
17.9378
0.9856
Piso1
12
153
Comb25COL
Combination
Max
0.8983
3.0624
17.5126
4.7034
Piso1
13
154
Comb8
Combination
Min
-0.338
-0.6315
13.898
-1.4495
Piso1
12
153
Comb25COL
Combination
Min
-0.9338
-3.0306
9.6946
-4.8623
Piso1
13
154
Comb9
Combination
Max
0.769
1.3671
17.9747
1.7279
Piso1
12
153
Comb26CIM
Combination
-0.0222
0.0199
17.0045
-0.0993
Piso1
13
154
Comb9
Combination
Min
0.1935
-1.0963
13.8612
-2.1917
Piso1
12
153
Comb27CIM
Combination
-0.0322
0.0016
24.7559
-0.1086
Piso1
13
154
Comb10
Combination
0.3219
0.091
9.8264
-0.1464
Piso1
12
153
Comb28CIM
Combination
-0.0222
0.0199
17.0045
-0.0993
Piso1
13
154
Comb11
Combination
0.3219
0.091
9.8264
-0.1464
Piso1
12
153
Comb29CIM
Combination
-0.0297
0.0061
22.818
-0.1063
Piso1
13
154
Comb12
Combination
Max
1.1412
0.8579
11.8463
1.0711
Piso1
12
153
Comb30CIM
Combination
-0.0222
0.0199
17.0045
-0.0993
Piso1
13
154
Comb12
Combination
Min
-0.4975
-0.6759
7.8065
-1.364
Piso1
12
153
Comb31CIM
Combination
-0.0222
0.0199
17.0045
-0.0993
Piso1
13
154
Comb13
Combination
Max
0.6096
1.3227
11.8832
1.8134
ETABS v19.1.0
Page 73 of 116
ETABS v19.1.0
Page 74 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Piso1
13
154
Comb13
Combination
Min
0.0341
-1.1407
7.7697
-2.1063
Piso1
13
154
SERVICIO II
Combination
Step
Type
FX
tonf
FY
tonf
FZ
tonf
0.4098
0.1152
13.7343
MX
tonf-m
-0.1994
-0.1915
Piso1
13
154
Comb14VIG
Combination
Max
2.1199
1.6692
19.9577
2.2032
Piso1
13
154
SERVICIO III
Combination
0.3884
0.1122
13.3833
Piso1
13
154
Comb14VIG
Combination
Min
-1.1574
-1.3984
11.8782
-2.667
Piso1
13
154
CIMENTACIÓN REACCIONES
Combination
Max
0.4098
0.1152
13.7343
-0.1627
Min
Piso1
13
154
Comb15VIG
Combination
Max
1.0567
2.5988
20.0314
3.6878
Piso1
13
154
CIMENTACIÓN REACCIONES
Combination
0.3576
0.1011
10.9183
-0.1994
Piso1
13
154
Comb15VIG
Combination
Min
-0.0942
-2.328
11.8045
-4.1516
Piso1
18
151
Dead
LinStatic
0.0499
0.0035
2.9142
-0.0145
-0.0005
Piso1
13
154
Comb16VIG
Combination
Max
1.9605
1.6248
13.8662
2.2887
Piso1
18
151
Gr
LinStatic
-0.0116
-0.0007
0.3199
Piso1
13
154
Comb16VIG
Combination
Min
-1.3168
-1.4428
5.7867
-2.5815
Piso1
18
151
Lr
LinStatic
0
0
0
0
Piso1
13
154
Comb17VIG
Combination
Max
0.8973
2.5544
13.9399
3.7732
Piso1
18
151
SDead
LinStatic
0.3023
-0.0144
5.834
-0.0448
Piso1
13
154
Comb17VIG
Combination
Min
-0.2536
-2.3724
5.713
-4.0661
Piso1
18
151
SXest
LinStatic
-2.2778
0.6346
-3.8765
-1.0228
Piso1
13
154
Comb18COL
Combination
Max
2.5623
2.0574
22.0485
2.7871
Piso1
18
151
W
LinStatic
0
0
Piso1
13
154
Comb18COL
Combination
Min
-1.5283
-1.7664
11.971
-3.2835
Piso1
18
151
SDX
LinRespSpec
Max
3.8517
2.9142
4.774
4.6238
Piso1
13
154
Comb19COL
Combination
Max
2.4908
2.0372
19.8649
2.8197
Piso1
18
151
SDY
LinRespSpec
Max
0.4437
7.4903
1.0751
12.0136
Piso1
13
154
Comb19COL
-1.5998
-1.7866
0
18
LinStatic
0.0204
2.1881
Combination
Min
-3.251
Piso1
151
Live
Piso1
13
154
Comb20COL
Combination
Max
1.2334
3.2194
22.1406
4.6429
Piso1
18
151
Empuje
LinStatic
0
0
0
0
Piso1
13
154
Comb20COL
Combination
Min
-0.1993
-2.9283
11.8789
-5.1392
Piso1
18
151
SYest
LinStatic
-0.0332
-8.0086
0.2729
12.7799
Piso1
13
154
Comb21COL
Combination
Max
1.1618
3.1992
19.957
4.6754
Piso1
18
151
Comb1
Combination
0.4932
-0.0151
12.2475
-0.083
Piso1
13
154
Comb21COL
-0.2708
-2.9485
9.7873
0.0236
0
-0.0424
Combination
Min
9.6952
-5.1067
Piso1
18
151
Comb2
Combination
0.4604
0.0196
13.9989
-0.139
Piso1
13
154
Comb22COL
Combination
Max
2.4029
2.013
15.957
2.8726
Piso1
18
151
Comb3
Combination
0.4463
0.0074
12.686
-0.1136
Piso1
13
154
Comb22COL
Combination
Min
-1.6877
-1.8108
5.8795
-3.198
Piso1
18
151
Comb4
Combination
0.4228
-0.013
10.4979
-0.0711
Piso1
13
154
Comb23COL
Combination
Max
2.3314
13.7734
2.9052
Piso1
18
151
Comb5
Combination
0.4228
-0.013
10.4979
-0.0711
Piso1
13
154
Comb23COL
Combination
Min
-1.7592
-1.831
3.6958
-3.1655
Piso1
18
151
Comb6
Combination
0.4463
0.0074
12.686
-0.1136
Piso1
13
154
Comb24COL
Combination
Max
1.074
3.1749
16.0491
4.7283
Piso1
18
151
Comb7
Combination
0.4463
0.0074
12.686
-0.1136
Piso1
13
154
Comb24COL
18
151
Comb8
Combination
1.9928
Combination
Min
-0.3587
-2.9728
5.7874
-5.0538
Piso1
Max
1.0162
0.7462
13.4149
1.0642
Piso1
13
154
Comb25COL
Combination
Max
1.0024
3.1547
13.8655
4.7609
Piso1
18
151
Comb8
Combination
Min
-0.1236
-0.7314
11.9571
-1.2913
Piso1
13
154
Comb25COL
Combination
Min
-0.4302
-2.993
3.6037
-5.0212
Piso1
18
151
Comb9
Combination
Max
0.6754
1.2038
13.0451
Piso1
13
154
Comb26CIM
Combination
0.3576
0.1011
10.9183
-0.1627
Piso1
18
151
Comb9
Combination
Min
0.2172
-1.189
12.327
-2.0303
Piso1
13
154
Comb27CIM
Combination
0.4098
0.1152
13.7343
-0.1994
Piso1
18
151
Comb10
Combination
0.3171
-0.0097
7.8734
-0.0534
Piso1
13
154
Comb28CIM
Combination
0.3576
0.1011
10.9183
-0.1627
Piso1
18
151
Comb11
Combination
0.3171
-0.0097
7.8734
-0.0534
Piso1
13
154
Comb29CIM
Combination
0.3967
0.1117
13.0303
-0.1902
Piso1
18
151
Comb12
Combination
Max
0.8869
0.7291
8.6023
1.1244
Piso1
13
154
Comb30CIM
Combination
0.3576
0.1011
10.9183
-0.1627
Piso1
18
151
Comb12
Combination
Min
-0.2528
-0.7486
7.1445
-1.2311
Piso1
13
154
Comb31CIM
Combination
0.3576
0.1011
10.9183
-0.1627
Piso1
18
151
Comb13
Combination
Max
0.5461
1.1867
8.2324
1.8634
Piso1
13
154
Comb32CIM
Combination
Max
1.429
1.1022
13.5571
1.4266
Piso1
18
151
Comb13
Combination
Min
0.088
-1.2062
7.5144
-1.9701
Piso1
13
154
Comb32CIM
-0.7137
1.8032
Combination
Min
-0.9
8.2794
-1.7521
Piso1
18
151
Comb14VIG
Combination
Max
1.5861
1.485
14.1439
2.242
Piso1
13
154
Comb33CIM
Combination
Max
0.7326
1.7111
13.6053
2.399
Piso1
18
151
Comb14VIG
Combination
Min
-0.6934
-1.4703
11.2282
-2.4691
Piso1
13
154
Comb33CIM
Combination
Min
-0.0173
-1.5089
8.2312
-2.7245
Piso1
18
151
Comb15VIG
Combination
Max
0.9045
2.4002
13.4041
3.72
Piso1
13
154
Comb34CIM
Combination
0.3967
0.1117
13.0303
-0.1902
Piso1
18
151
Comb15VIG
Combination
Min
-0.0118
-2.3855
11.968
-3.9471
Piso1
13
154
Comb35CIM
Combination
0.3967
0.1117
13.0303
-0.1902
Piso1
18
151
Comb16VIG
Combination
Max
1.4568
1.4679
9.3312
2.3022
-2.4089
Piso1
13
154
Comb36CIM
Combination
Max
1.1988
0.8617
15.0067
1.0006
Piso1
18
151
Comb16VIG
Combination
Min
-0.8227
-1.4874
6.4156
Piso1
13
154
Comb36CIM
Combination
Min
-0.4054
-0.6384
11.0539
-1.381
Piso1
18
151
Comb17VIG
Combination
Max
0.7752
2.3831
8.5915
3.7802
-3.8869
Piso1
13
154
Comb37CIM
Combination
Max
0.6779
1.3172
15.0428
1.728
Piso1
18
151
Comb17VIG
Combination
Min
-0.1411
-2.4026
7.1554
Piso1
13
154
Comb37CIM
Combination
Min
0.1156
-1.0939
11.0177
-2.1085
Piso1
18
151
Comb18COL
Combination
Max
1.9041
1.8481
15.3802
2.8167
Piso1
13
154
Comb38CIM
Combination
-3.0556
Piso1
13
154
Comb39CIM
Combination
Piso1
13
154
Comb39CIM
Piso1
13
154
Comb40CIM
Piso1
13
154
Comb40CIM
Piso1
13
154
Env cim G
Piso1
13
154
Env cim G
Combination
Piso1
13
154
SERVICIO I
Combination
ETABS v19.1.0
0.2146
0.0607
6.551
-0.0976
Piso1
18
151
Comb18COL
Combination
Min
-0.941
-1.8355
11.7415
Max
1.2859
1.0618
9.1898
1.4917
Piso1
18
151
Comb19COL
Combination
Max
1.8336
1.8503
13.6306
2.8285
Combination
Min
-0.8568
-0.9405
3.9121
-1.687
Piso1
18
151
Comb19COL
Combination
Min
-1.0115
-1.8334
9.9918
-3.0438
Combination
Max
0.5895
1.6706
9.238
2.4641
Piso1
18
151
Comb20COL
Combination
Max
1.0521
2.9921
14.4555
4.6641
Combination
Min
-0.1604
-1.5493
3.8639
-2.6594
Piso1
18
151
Comb20COL
Combination
Min
-0.089
-2.9795
12.6662
-4.9031
Combination
Max
0.4098
0.1152
13.7343
-0.1627
Piso1
18
151
Comb21COL
Combination
Max
0.9816
2.9943
12.7059
4.676
Min
0.3576
0.1011
10.9183
-0.1994
Piso1
18
151
Comb21COL
Combination
Min
-0.1595
-2.9774
10.9166
-4.8912
0.3576
0.1011
10.9183
-0.1627
Piso1
18
151
Comb22COL
Combination
Max
1.7748
1.831
10.5676
2.8769
Page 75 of 116
ETABS v19.1.0
Page 76 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Piso1
18
151
Comb22COL
Combination
Min
-1.0702
-1.8527
6.9289
-2.9954
Piso1
19
150
Comb4
Combination
Step
Type
-0.3638
0.0215
9.7907
-0.1267
Piso1
18
151
Comb23COL
Combination
Max
1.7044
1.8332
8.818
2.8887
Piso1
19
150
Comb5
Combination
-0.3638
0.0215
9.7907
-0.1267
Piso1
18
151
Comb23COL
Combination
Min
-1.1407
-1.8505
5.1792
-2.9836
Piso1
19
150
Comb6
Combination
-0.3877
0.0475
11.7142
-0.1801
Piso1
18
151
Comb24COL
Combination
Max
0.9228
2.975
9.6429
4.7243
Piso1
19
150
Comb7
Combination
-0.3877
0.0475
11.7142
-0.1801
Piso1
18
151
Comb24COL
Combination
Min
-0.2182
-2.9967
7.8536
-4.8429
Piso1
19
150
Comb8
Combination
Max
0.1962
0.8064
12.5729
1.0237
Piso1
18
151
Comb25COL
Combination
Max
0.8524
2.9772
7.8932
4.7362
Piso1
19
150
Comb8
Combination
Min
-0.9717
-0.7113
10.8556
-1.384
Piso1
18
151
Comb25COL
Combination
Min
-0.2887
-2.9945
6.104
-4.831
Piso1
19
150
Comb9
Combination
Max
-0.157
1.2317
12.1168
1.7098
Piso1
18
151
Comb26CIM
Combination
0.3523
-0.0108
8.7482
-0.0593
Piso1
19
150
Comb9
Combination
Min
-0.6185
-1.1366
11.3116
-2.07
Piso1
18
151
Comb27CIM
Combination
0.3758
0.0095
10.9364
-0.1017
Piso1
19
150
Comb10
Combination
-0.2728
0.0161
7.343
-0.0951
0.3523
-0.0951
Piso1
18
151
Comb28CIM
Combination
-0.0108
8.7482
-0.0593
Piso1
19
150
Comb11
Combination
0.0161
7.343
Piso1
18
151
Comb29CIM
Combination
0.37
0.0045
10.3893
-0.0911
Piso1
19
150
Comb12
Combination
Max
0.3111
0.775
8.2016
1.1088
Piso1
18
151
Comb30CIM
Combination
0.3523
-0.0108
8.7482
-0.0593
Piso1
19
150
Comb12
Combination
Min
-0.8568
-0.2728
-0.7427
6.4844
-1.2989
Piso1
18
151
Comb31CIM
Combination
0.3523
-0.0108
8.7482
-0.0593
Piso1
19
150
Comb13
Combination
Max
-0.0421
1.2003
7.7456
1.7948
-1.9849
Piso1
18
151
Comb32CIM
Combination
Max
1.0974
0.9536
9.7012
1.4781
Piso1
19
150
Comb13
Combination
Min
-0.5036
-1.168
6.9404
Piso1
18
151
Comb32CIM
Combination
Min
-0.3928
-0.9752
7.7953
-1.5967
Piso1
19
150
Comb14VIG
Combination
Max
0.7802
1.5652
13.4315
2.2276
Piso1
18
151
Comb33CIM
Combination
Max
0.651
1.5531
9.2166
2.4462
Piso1
19
150
Comb14VIG
Combination
Min
-1.5556
-1.4701
9.997
-2.5878
Piso1
18
151
Comb33CIM
Combination
Min
0.0536
-1.5747
8.2798
-2.5648
Piso1
19
150
Comb15VIG
Combination
Max
0.0737
2.4158
12.5194
3.5996
Piso1
18
151
Comb34CIM
Combination
0.37
0.0045
10.3893
-0.0911
Piso1
19
150
Comb15VIG
Combination
Min
-0.8492
-2.3207
10.909
-3.9599
Piso1
18
151
Comb35CIM
Combination
0.37
0.0045
10.3893
-0.0911
Piso1
19
150
Comb16VIG
Combination
Max
0.8951
1.5338
9.0603
2.3127
19
150
Comb16VIG
-1.4407
-1.5015
5.6258
-2.5028
Piso1
18
151
Comb36CIM
Combination
Max
0.9278
0.727
11.1029
1.0608
Piso1
Combination
Min
Piso1
18
151
Comb36CIM
Combination
Min
-0.1879
-0.7181
9.6758
-1.243
Piso1
19
150
Comb17VIG
Combination
Max
0.1886
2.3844
8.1482
3.6847
Piso1
18
151
Comb37CIM
Combination
Max
0.5938
1.1755
10.7404
1.785
Piso1
19
150
Comb17VIG
Combination
Min
-0.7343
-2.3521
6.5378
-3.8748
Piso1
18
151
Comb37CIM
Combination
Min
0.1461
-1.1666
10.0383
-1.9672
Piso1
19
150
Comb18COL
Combination
Max
1.0397
1.9412
14.6733
2.8107
Piso1
18
151
Comb38CIM
Combination
Piso1
18
151
Comb39CIM
Combination
Piso1
18
151
Comb39CIM
0.2114
-0.0065
5.2489
-0.0356
Piso1
19
150
Comb18COL
Combination
Min
-1.8757
-1.8425
10.387
-3.192
Max
0.9565
0.9579
6.2019
1.5018
Piso1
19
150
Comb19COL
Combination
Max
1.1003
1.9376
13.0415
2.8318
-0.5337
-0.9709
19
150
Comb19COL
-1.8151
-3.1709
Combination
Min
4.296
-1.573
Piso1
Combination
Min
-1.8461
8.7552
Piso1
18
151
Comb40CIM
Combination
Max
0.51
1.5574
5.7173
2.4699
Piso1
19
150
Comb20COL
Combination
Max
0.1566
3.0045
13.5332
4.5257
Piso1
18
151
Comb40CIM
Combination
Min
-0.0873
-1.5704
4.7806
-2.541
Piso1
19
150
Comb20COL
Combination
Min
-0.9927
-2.9058
11.527
-4.9071
Piso1
18
151
Env cim G
Combination
Max
0.3758
0.0095
10.9364
-0.0593
Piso1
19
150
Comb21COL
Combination
Max
0.2172
3.0009
11.9015
4.5468
Min
Piso1
18
151
Env cim G
Combination
0.3523
-0.0108
8.7482
-0.1017
Piso1
19
150
Comb21COL
Combination
Min
-0.932
-2.9094
9.8952
-4.8859
Piso1
18
151
SERVICIO I
Combination
0.3523
-0.0108
8.7482
-0.0593
Piso1
19
150
Comb22COL
Combination
Max
1.1545
1.9098
10.3021
2.8957
Piso1
18
151
SERVICIO II
Combination
0.3758
0.0095
10.9364
-0.1017
Piso1
19
150
Comb22COL
Combination
Min
-1.7608
-1.8739
6.0157
Piso1
18
151
SERVICIO III
Combination
Piso1
18
151
CIMENTACIÓN REACCIONES
Combination
Max
Min
-3.107
0.3613
0.0039
10.6293
-0.0915
Piso1
19
150
Comb23COL
Combination
Max
1.2152
1.9062
8.6703
2.9168
0.3758
0.0095
10.9364
-0.0593
Piso1
19
150
Comb23COL
Combination
Min
-1.7002
-1.8775
4.384
-3.0858
0.3523
4.6108
151
CIMENTACIÓN REACCIONES
Combination
-0.0108
8.7482
-0.1017
Piso1
19
150
Comb24COL
Combination
Max
0.2715
2.9731
9.162
Piso1
19
150
Dead
LinStatic
-0.0429
0.0068
2.8147
-0.0187
Piso1
19
150
Comb24COL
Combination
Min
-0.8778
-2.9372
7.1558
Piso1
19
150
Gr
LinStatic
0.0097
-0.0016
0.2771
0.0004
Piso1
19
150
Comb25COL
Combination
Max
0.3321
2.9695
7.5302
4.6319
Piso1
19
150
Lr
LinStatic
0
0
0
0
Piso1
19
150
Comb25COL
Combination
Min
-0.8171
-2.9408
5.524
-4.8009
Piso1
19
150
SDead
LinStatic
-0.2602
0.0111
5.3442
-0.0869
Piso1
19
150
Comb26CIM
Combination
-0.3031
0.0179
8.1589
-0.1056
Piso1
19
150
SXest
LinStatic
-2.3622
-0.7126
4.6637
1.1194
Piso1
19
150
Comb27CIM
Combination
-0.3271
0.0439
10.0825
-0.159
Piso1
19
150
W
LinStatic
0
0
0
0
Piso1
19
150
Comb28CIM
Combination
-0.3031
0.0179
8.1589
-0.1056
Piso1
19
150
SDX
LinRespSpec
Max
3.9561
3.0965
5.6705
4.8864
Piso1
19
150
Comb29CIM
Combination
-0.3211
0.0374
9.6016
-0.1456
Piso1
19
150
SDY
LinRespSpec
Max
0.4239
7.3496
1.1103
11.7466
Piso1
19
150
Comb30CIM
Combination
-0.3031
0.0179
8.1589
-0.1056
Piso1
19
150
Live
LinStatic
-0.0239
0.026
1.9236
-0.0534
Piso1
19
150
Comb31CIM
Combination
-0.3031
0.0179
8.1589
Piso1
19
150
Empuje
LinStatic
0
0
0
0
Piso1
19
150
Comb32CIM
Combination
Max
0.4604
1.0085
9.2815
1.466
Piso1
19
150
SYest
LinStatic
0.0176
-8.2105
0.1304
13.1018
Piso1
19
150
Comb32CIM
Combination
Min
-1.0667
-0.9727
7.0363
-1.6772
Piso1
19
150
Comb1
Combination
-0.4244
0.0251
11.4225
-0.1479
Piso1
19
150
Comb33CIM
Combination
Max
-0.0023
1.5657
8.6841
2.3646
Piso1
19
150
Comb2
Combination
-0.4021
0.0631
12.8684
-0.2121
Piso1
19
150
Comb33CIM
Combination
Min
-0.604
-1.5298
7.6337
-2.5759
Piso1
19
150
Comb3
Combination
-0.3877
0.0475
11.7142
-0.1801
Piso1
19
150
Comb34CIM
Combination
-0.3211
0.0374
9.6016
-0.1456
Piso1
18
-4.822
-0.1056
ETABS v19.1.0
Page 77 of 116
ETABS v19.1.0
Page 78 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Piso1
19
150
Comb35CIM
Combination
Step
Type
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
-0.3211
0.0374
9.6016
-0.1456
Piso1
22
152
Comb16VIG
Combination
Max
1.3641
0.6652
12.5208
MX
tonf-m
1.0236
Piso1
19
150
Comb36CIM
Combination
Max
0.2506
0.7796
10.4421
1.0318
Piso1
22
152
Comb16VIG
Combination
Min
-1.5088
-0.6158
10.4928
-1.2153
Piso1
19
150
Comb36CIM
Combination
Min
-0.8928
-0.7047
8.7611
-1.3231
Piso1
22
152
Comb17VIG
Combination
Max
0.488
1.9005
14.111
3.2142
22
152
Comb17VIG
-0.6327
-1.8511
8.9027
-3.4059
Piso1
19
150
Comb37CIM
Combination
Max
-0.0956
1.1964
9.9952
1.7041
Piso1
Combination
Min
Piso1
19
150
Comb37CIM
Combination
Min
-0.5466
-1.1216
9.208
-1.9954
Piso1
22
152
Comb18COL
Combination
Max
1.6772
0.8482
22.6117
1.2145
Piso1
19
150
Comb38CIM
Combination
-0.1819
0.0108
4.8953
-0.0634
Piso1
22
152
Comb18COL
Combination
Min
-1.9085
-0.7463
20.0864
-1.5722
Piso1
19
150
Comb39CIM
Combination
Max
0.5816
1.0014
6.0179
1.5082
Piso1
22
152
Comb19COL
Combination
Max
1.6933
0.8427
20.0546
1.2358
Piso1
19
150
Comb39CIM
Combination
Min
-0.9454
-0.9799
3.7728
-1.6349
Piso1
22
152
Comb19COL
Combination
Min
-1.8924
-0.7518
17.5293
-1.5509
Piso1
19
150
Comb40CIM
Combination
Max
0.1189
1.5585
5.4205
2.4069
Piso1
22
152
Comb20COL
Combination
Max
0.5822
2.3923
24.5993
3.9527
Piso1
19
150
Comb40CIM
Combination
Min
-0.4827
-1.537
4.3702
-2.5336
Piso1
22
152
Comb20COL
Combination
Min
-0.8134
-2.2904
18.0987
-4.3104
Piso1
19
150
Env cim G
Combination
Max
-0.3031
0.0439
10.0825
-0.1056
Piso1
22
152
Comb21COL
Combination
Max
0.5982
2.3868
22.0422
3.974
Min
-0.3271
0.0179
8.1589
-0.159
Piso1
22
152
Comb21COL
Combination
Min
-0.7974
-2.2959
15.5416
-4.2891
-0.3031
0.0179
8.1589
-0.1056
Piso1
22
152
Comb22COL
Combination
Max
1.7124
0.8247
14.048
1.2869
-0.3271
0.0439
10.0825
-0.159
Piso1
22
152
Comb22COL
Combination
Min
-1.8732
-0.7698
11.5227
-0.3138
0.0363
9.8094
-0.1453
Piso1
22
152
Comb23COL
Combination
Max
1.7285
0.8192
11.491
1.3082
0.0439
10.0825
-0.1056
Piso1
22
152
Comb23COL
Combination
Min
-1.8572
-0.7753
8.9656
-1.4786
Piso1
19
150
Env cim G
Combination
Piso1
19
150
SERVICIO I
Combination
Piso1
19
150
SERVICIO II
Combination
Piso1
19
150
SERVICIO III
Combination
Piso1
19
150
CIMENTACIÓN REACCIONES
Combination
Max
-0.3031
Min
-1.4999
Piso1
19
150
CIMENTACIÓN REACCIONES
Combination
-0.3271
0.0179
8.1589
-0.159
Piso1
22
152
Comb24COL
Combination
Max
0.6174
2.3688
16.0357
4.0251
Piso1
22
152
Dead
LinStatic
-0.0142
-0.0252
3.5429
0.012
Piso1
22
152
Comb24COL
Combination
Min
-0.7782
-2.3139
9.5351
-4.2381
Piso1
22
152
Gr
LinStatic
0.0013
-0.0029
0.7111
0.002
Piso1
22
152
Comb25COL
Combination
Max
0.6335
2.3633
13.4786
4.0464
Min
Piso1
22
152
Lr
LinStatic
0
0
0
0
Piso1
22
152
Comb25COL
Combination
-0.7621
-2.3194
6.978
-4.2168
Piso1
22
152
SDead
LinStatic
-0.0662
0.0526
9.2425
-0.1185
Piso1
22
152
Comb26CIM
Combination
-0.0804
0.0274
12.7854
-0.1065
Piso1
22
152
SXest
LinStatic
-3.018
-0.0224
-0.6639
0.0462
Piso1
22
152
Comb27CIM
Combination
-0.0915
0.0427
17.5134
-0.1469
Piso1
22
152
W
LinStatic
0
0
0
0
Piso1
22
152
Comb28CIM
Combination
-0.0804
0.0274
12.7854
-0.1065
Piso1
22
152
SDX
LinRespSpec
Max
4.874
0.2939
0.8878
0.4773
Piso1
22
152
Comb29CIM
Combination
-0.0887
0.0389
16.3314
-0.1368
Piso1
22
152
SDY
LinRespSpec
Max
0.4938
6.4704
8.8383
11.43
Piso1
22
152
Comb30CIM
Combination
-0.0804
0.0274
12.7854
-0.1065
Piso1
22
152
Live
LinStatic
-0.0111
0.0153
4.728
-0.0404
Piso1
22
152
Comb31CIM
Combination
-0.0804
0.0274
12.7854
Piso1
22
152
Empuje
LinStatic
0
0
0
0
Piso1
22
152
Comb32CIM
Combination
Max
0.8587
0.4447
13.4463
0.6228
Piso1
22
152
SYest
LinStatic
0.063
-7.0887
8.917
12.4508
Piso1
22
152
Comb32CIM
Combination
Min
-1.0195
-0.3899
12.1244
-0.8358
Piso1
22
152
Comb1
Combination
-0.1126
0.0384
17.8995
-0.1491
Piso1
22
152
Comb33CIM
Combination
Max
0.2849
1.2539
14.4879
2.0577
Piso1
22
152
Comb2
Combination
-0.1143
0.0574
22.9073
-0.1925
Piso1
22
152
Comb33CIM
Combination
Min
-0.4457
-1.199
11.0829
-2.2706
Piso1
22
152
Comb3
Combination
-0.1076
0.0482
20.0705
-0.1682
Piso1
22
152
Comb34CIM
Combination
-0.0887
0.0389
16.3314
-0.1368
Piso1
22
152
Comb4
Combination
-0.0965
0.0329
15.3424
-0.1278
Piso1
-0.0887
0.0389
Piso1
22
152
Comb5
Combination
-0.0965
0.0329
15.3424
-0.1278
Piso1
22
152
Comb36CIM
Combination
Max
0.6144
0.3518
16.8269
0.4101
Piso1
22
152
Comb6
Combination
-0.1076
0.0482
20.0705
-0.1682
Piso1
22
152
Comb36CIM
Combination
Min
-0.7918
-0.274
15.8359
-0.6837
Piso1
22
152
Comb7
Combination
-0.1076
0.0482
20.0705
-0.1682
Piso1
22
152
Comb37CIM
Combination
Max
0.1851
0.9571
17.606
1.4835
Piso1
22
152
Comb8
Combination
0.3685
Min
-0.3626
22
152
Comb35CIM
Combination
Max
0.6106
20.5775
0.3915
Piso1
22
152
Comb37CIM
Combination
Piso1
22
152
Comb8
Combination
Min
-0.8258
-0.272
19.5635
-0.7279
Piso1
22
152
Comb38CIM
Combination
Piso1
22
152
Comb9
Combination
Max
0.1726
0.9861
21.3725
1.4868
Piso1
22
152
Comb39CIM
Combination
Min
22
152
Comb39CIM
16.3314
-0.1065
-0.1368
-0.8793
15.0567
-1.757
-0.0482
0.0165
7.6712
-0.0639
Max
0.8908
0.4338
8.3322
0.6654
7.0103
-0.7932
Piso1
22
152
Comb9
Combination
-0.3878
-0.8897
18.7684
-1.8232
Piso1
Combination
Min
-0.9873
-0.4008
Piso1
22
152
Comb10
Combination
-0.0724
0.0247
11.5068
-0.0958
Piso1
22
152
Comb40CIM
Combination
Max
0.317
1.2429
9.3737
Piso1
22
152
Comb11
Combination
-0.0724
0.0247
11.5068
-0.0958
Piso1
22
152
Comb40CIM
Combination
Min
-0.4135
-1.21
5.9687
-2.228
Piso1
22
152
Comb12
Combination
Max
0.6459
0.3449
12.0138
0.4639
Piso1
22
152
Env cim G
Combination
Max
-0.0804
0.0427
17.5134
-0.1065
Piso1
22
152
Comb12
Combination
Min
-0.7906
-0.2956
10.9998
-0.6556
Piso1
22
152
Env cim G
Combination
Min
-0.0915
0.0274
12.7854
-0.1469
Piso1
22
152
Max
0.2078
0.9626
12.8089
1.5592
Piso1
22
152
Piso1
22
152
Comb13
Combination
Min
-0.3526
-0.9132
10.2048
-1.7508
Piso1
22
152
SERVICIO II
Combination
-0.0915
0.0427
17.5134
-0.1469
Piso1
22
152
Comb14VIG
Combination
Max
1.3288
0.6887
21.0845
0.9513
Piso1
22
152
SERVICIO III
Combination
-0.0878
0.0367
16.8647
-0.1353
Piso1
22
152
Comb14VIG
Combination
Min
-1.544
-0.5923
19.0565
-1.2877
Piso1
22
152
CIMENTACIÓN REACCIONES
Combination
Max
-0.0804
0.0427
17.5134
-0.1065
Piso1
22
152
Comb15VIG
Combination
Max
0.4528
1.924
22.6746
3.1418
Piso1
22
152
CIMENTACIÓN REACCIONES
Combination
Min
-0.0915
0.0274
12.7854
-0.1469
Piso1
22
152
Comb15VIG
Combination
Min
-0.668
-1.8276
17.4664
-3.4782
Piso1
24
161
Dead
LinStatic
-0.0413
-0.04
6.7153
0.0253
ETABS v19.1.0
Comb13
Combination
Page 79 of 116
ETABS v19.1.0
SERVICIO I
Combination
-0.0804
0.0274
12.7854
2.1003
-0.1065
Page 80 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Piso1
24
161
Gr
LinStatic
Step
Type
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
-0.0054
-0.0033
1.536
0.0026
Piso1
24
161
Comb25COL
Combination
Max
0.989
3.0112
22.8576
MX
tonf-m
4.5153
Min
Piso1
24
161
Lr
LinStatic
0
0
0
0
Piso1
24
161
Comb25COL
Combination
-1.0487
-2.8241
11.4766
-4.8157
Piso1
24
161
SDead
LinStatic
0.0039
0.157
14.7436
-0.2131
Piso1
24
161
Comb26CIM
Combination
-0.0373
0.117
21.4589
-0.1877
Piso1
24
161
SXest
-4.4143
-0.0351
-0.8685
LinStatic
0.0573
Piso1
24
161
Comb27CIM
Combination
-0.0524
0.1753
32.0875
-0.267
0
0
0
0
Piso1
24
161
Comb28CIM
Combination
-0.0373
0.117
21.4589
-0.1877
8.6024
0.3375
1.036
0.5199
Piso1
24
161
Comb29CIM
Combination
-0.0486
0.1607
29.4304
-0.2472
0.2757
8.0715
15.6293
12.9127
Piso1
24
161
Comb30CIM
Combination
-0.0151
0.0584
10.6286
-0.0792
Piso1
24
161
Comb31CIM
Combination
0
0
0
Piso1
24
161
Comb32CIM
Combination
Piso1
24
161
W
LinStatic
Piso1
24
161
SDX
LinRespSpec
Max
Piso1
24
161
SDY
LinRespSpec
Max
Piso1
24
161
Live
LinStatic
Piso1
24
161
Empuje
LinStatic
0
0.117
21.4589
-0.1877
-0.0373
0.117
21.4589
-0.1877
Max
-0.0373
1.5868
0.6321
22.5279
0.6326
-1.0081
Piso1
24
161
SYest
LinStatic
0.0974
-8.7575 -12.3416 13.9936
Piso1
24
161
Comb32CIM
Combination
Min
-1.6614
-0.3982
20.3899
Piso1
24
161
Comb1
Combination
-0.0523
0.1637
30.0424
-0.2628
Piso1
24
161
Comb33CIM
Combination
Max
0.496
1.6452
24.4396
2.256
Piso1
24
161
Comb2
Combination
-0.0689
0.2337
42.7565
-0.3521
Piso1
24
161
Comb33CIM
Combination
Min
-0.5706
-1.4113
18.4782
-2.6315
Piso1
24
161
Comb3
Combination
-0.0599
0.1987
36.3793
-0.3045
Piso1
24
161
Comb34CIM
Combination
-0.0486
0.1607
29.4304
-0.2472
Piso1
24
161
Comb4
Combination
-0.0448
0.1403
25.7507
-0.2253
Piso1
Piso1
24
161
Comb5
Combination
-0.0448
0.1403
25.7507
-0.2253
Piso1
24
161
Comb36CIM
Combination
Max
1.1673
0.547
30.2318
0.368
Piso1
24
161
Comb6
Combination
-0.0599
0.1987
36.3793
-0.3045
Piso1
24
161
Comb36CIM
Combination
Min
-1.2645
-0.2255
28.6289
-0.8623
Piso1
24
161
Comb7
Combination
0.1987
36.3793
-0.3045
Piso1
24
161
Comb37CIM
Combination
Max
0.3513
1.3049
31.662
1.5825
Piso1
24
161
Comb8
Combination
Max
1.1821
0.594
37.1995
0.3251
Piso1
24
161
Comb37CIM
Combination
Min
-0.4485
-0.9835
27.1987
-2.0768
Piso1
24
161
Comb8
Combination
Min
-1.3019
-0.1966
35.5591
-0.9341
Piso1
24
161
Comb38CIM
Combination
-0.0224
0.0702
12.8753
-0.1126
Piso1
24
161
Comb9
-0.0599
24
161
Comb35CIM
Combination
-0.0486
0.1607
29.4304
-0.2472
Combination
Max
0.3495
1.3674
38.6588
1.5644
Piso1
24
161
Comb39CIM
Combination
Max
1.6017
0.5853
13.9443
Piso1
24
161
Comb9
Combination
Min
-0.4692
-0.97
34.0998
-2.1734
Piso1
24
161
Comb39CIM
Combination
Min
-1.6465
-0.445
11.8064
-0.933
Piso1
24
161
Comb10
Combination
-0.0336
0.1053
19.313
-0.169
Piso1
24
161
Comb40CIM
Combination
Max
0.5109
1.5984
15.856
2.3311
Piso1
24
161
Comb11
Combination
-0.0336
0.1053
19.313
-0.169
Piso1
24
161
Comb40CIM
Combination
Min
-0.5557
-1.4581
9.8946
-2.5564
Piso1
24
161
Comb12
Combination
Max
1.2084
0.5006
20.1332
0.4606
Piso1
24
161
Env cim G
Combination
Max
-0.0373
0.1753
32.0875
-0.1877
Piso1
24
161
Comb12
Combination
Min
-1.2756
-0.2901
18.4928
-0.7986
Piso1
24
161
Env cim G
Combination
Min
-0.0524
0.117
21.4589
-0.267
Piso1
24
161
Comb13
Combination
Max
0.3757
1.274
21.5925
1.6999
Piso1
24
161
SERVICIO I
Combination
-0.0373
0.117
21.4589
-0.1877
Piso1
24
161
Comb13
Combination
Min
-0.4429
-1.0635
17.0335
-2.0379
Piso1
24
161
SERVICIO II
Combination
-0.0524
0.1753
32.0875
-0.267
24
161
30.5824
-0.2452
SERVICIO III
Combination
0.7077
Piso1
24
161
Comb14VIG
Combination
Max
2.4241
0.9894
38.0197
0.9547
Piso1
-0.0527
0.1583
Piso1
24
161
Comb14VIG
Combination
Min
-2.5439
-0.592
34.7389
-1.5637
Piso1
24
161
CIMENTACIÓN REACCIONES
Combination
Max
-0.0373
0.1753
32.0875
Piso1
24
161
Comb15VIG
Combination
Max
0.7588
2.5362
40.9384
3.4332
Piso1
24
161
CIMENTACIÓN REACCIONES
Combination
Min
-0.0527
0.117
21.4589
-0.267
Piso1
24
161
Comb15VIG
Combination
Min
-0.8785
-2.1388
31.8202
-4.0423
Piso1
5
1
Dead
LinStatic
-0.0153
0.0015
1.4549
-0.0129
Piso1
24
161
Comb16VIG
Combination
Max
2.4504
0.8959
20.9534
1.0902
Piso1
5
1
Gr
LinStatic
0.0003
0.0006
-0.0013
-0.0015
Piso1
24
161
Comb16VIG
-2.5176
-0.6854
17.6726
LinStatic
-0.1877
Combination
Min
-1.4282
Piso1
5
1
Lr
0
0
0
0
Piso1
24
161
Comb17VIG
Combination
Max
0.7851
2.4427
23.8721
3.5688
Piso1
5
1
SDead
LinStatic
-0.0149
0.0286
0.0298
-0.0706
Piso1
24
161
Comb17VIG
Combination
Min
-0.8522
-2.2322
14.7539
-3.9067
Piso1
5
1
SXest
LinStatic
-1.4416
-0.01
-0.0684
0.0251
Piso1
24
161
Comb18COL
Combination
Max
3.0369
1.1945
40.5674
1.244
Piso1
5
1
W
LinStatic
0
0
0
0
Piso1
24
161
Comb18COL
Combination
Min
-3.1641
-0.7738
36.483
-1.8906
Piso1
5
1
SDX
LinRespSpec
Max
2.2141
0.1037
0.1092
0.2472
Piso1
24
161
Comb19COL
Combination
Max
3.0444
1.1712
36.2756
1.2815
Piso1
5
1
SDY
LinRespSpec
Max
0.3127
2.2163
0.0162
5.3717
Piso1
24
161
Comb19COL
-3.1567
-0.7972
32.1912
LinStatic
0.0114
0.0018
-0.0291
Combination
Min
-1.853
Piso1
1
Live
Piso1
24
161
Comb20COL
Combination
Max
0.9553
3.128
44.2157
4.3422
Piso1
5
1
Empuje
LinStatic
0
0
0
0
Piso1
24
161
Comb20COL
Combination
Min
-1.0825
-2.7073
32.8347
-4.9888
Piso1
5
5
1
SYest
LinStatic
-0.0035
0.0333
-2.4928
0.0035
6.0198
Max
Piso1
24
161
Comb21COL
Combination
0.9627
3.1047
39.9239
4.3797
Piso1
5
1
Comb1
Combination
-0.0423
0.0422
2.0786
-0.1169
Piso1
24
161
Comb21COL
Combination
Min
-1.075
-2.7307
28.5429
-4.9512
Piso1
5
1
Comb2
Combination
-0.0419
0.0544
1.7845
-0.1468
Piso1
24
161
Comb22COL
Combination
Max
3.0632
1.1011
23.5011
1.3795
Piso1
5
1
Comb3
Combination
-0.0398
0.0475
1.7835
-0.1293
Piso1
24
161
Comb22COL
Combination
Min
-3.1379
-0.8672
19.4167
-1.755
Piso1
5
1
Comb4
Combination
-0.0363
0.0362
1.7817
-0.1002
Piso1
24
161
Comb23COL
Combination
Max
3.0707
1.0777
19.2093
1.4171
Piso1
5
1
Comb5
Combination
-0.0363
0.0362
1.7817
-0.1002
Piso1
24
161
Comb23COL
Combination
Min
-3.1304
-0.8906
15.1249
-1.7175
Piso1
5
1
Comb6
Combination
-0.0398
0.0475
1.7835
-0.1293
Piso1
24
161
Comb24COL
Combination
Max
0.9816
3.0346
27.1494
4.4777
Piso1
5
1
Comb7
Combination
-0.0398
0.0475
1.7835
-0.1293
Piso1
24
161
Comb24COL
Combination
Min
-1.0562
-2.8007
15.7684
-4.8532
Piso1
5
1
Comb8
Combination
0.2902
0.1577
1.7998
0.137
Max
ETABS v19.1.0
Page 81 of 116
ETABS v19.1.0
Page 82 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Step
Type
FX
tonf
FY
tonf
FZ
tonf
-0.0181
0.0181
0.8908
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Piso1
5
1
Comb8
Combination
Min
-0.3699
-0.0626
1.7671
-0.3956
Piso1
5
1
Comb38CIM
Combination
Piso1
5
1
Comb9
Combination
Max
0.1001
0.3689
1.7905
0.6495
Piso1
5
1
Comb39CIM
Combination
Max
0.4134
0.1616
0.9122
0.2969
Piso1
5
1
Comb9
Combination
Min
-0.1797
-0.2738
1.7764
-0.9081
Piso1
5
1
Comb39CIM
Combination
Min
-0.4497
-0.1254
0.8695
-0.3971
Piso1
5
1
Comb10
Combination
-0.0272
0.0271
1.3362
-0.0751
Piso1
5
1
Comb40CIM
Combination
Max
0.1643
0.4383
0.9
0.9683
Piso1
5
1
Comb11
Combination
-0.0272
0.0271
1.3362
-0.0751
Piso1
5
1
Comb40CIM
Combination
Min
-0.2006
-0.4022
Piso1
5
1
Comb12
Combination
Max
0.3029
0.1372
1.3526
0.1912
Piso1
5
1
Env cim G
Combination
Max
-0.0302
0.0415
1.4865
-0.0835
Piso1
5
1
Comb12
Combination
Min
-0.3573
-0.083
1.3199
-0.3415
Piso1
5
1
Env cim G
Combination
Min
-0.0338
0.0301
1.4847
-0.1126
Piso1
5
1
Max
0.1127
0.3485
1.3432
0.7036
Piso1
5
1
Piso1
5
1
Comb13
Combination
Min
-0.1671
-0.2943
1.3292
-0.8539
Piso1
5
1
SERVICIO II
Combination
-0.0338
0.0415
1.4865
-0.1126
Piso1
5
1
Comb14VIG
Combination
Max
0.6203
0.2678
1.8161
0.4034
Piso1
5
1
SERVICIO III
Combination
-0.0327
0.0391
1.4851
-0.1065
Piso1
5
1
Comb14VIG
-0.6999
-0.1727
1.7508
Comb13
Combination
5
SERVICIO I
Combination
-0.0302
0.0301
0.8817
1.4847
-0.0501
-1.0685
-0.0835
Combination
Min
-0.662
Piso1
1
CIMENTACIÓN REACCIONES
Combination
Max
-0.0302
0.0415
1.4865
-0.0835
Piso1
5
1
Comb15VIG
Combination
Max
0.24
0.6903
1.7975
1.4283
Piso1
5
1
CIMENTACIÓN REACCIONES
Combination
Min
-0.0338
0.0301
1.4847
-0.1126
Piso1
5
1
Comb15VIG
Combination
Min
-0.3197
-0.5952
1.7694
-1.6869
Piso1
20
7
Dead
LinStatic
-0.0406
0.0326
2.9049
-0.0426
20
7
Piso1
5
1
Comb16VIG
Combination
Max
0.6329
0.2474
1.3689
0.4575
Piso1
Piso1
5
1
Comb16VIG
Combination
Min
-0.6873
-0.1931
1.3036
-0.6078
Piso1
20
7
Lr
LinStatic
0
0
0
0
Piso1
5
1
Comb17VIG
Combination
Max
0.2526
0.6699
1.3503
1.4824
Piso1
20
7
SDead
Gr
LinStatic
LinStatic
-0.2866
0.0166
0.1371
6.3706
-0.2033
Piso1
5
1
Comb17VIG
-0.307
-0.6156
1.3222
20
7
SXest
-3.063
-0.7008
5.9838
1.1089
LinStatic
-0.001
0.4859
-0.0001
Combination
Min
-1.6327
Piso1
Piso1
5
1
Comb18COL
Combination
Max
0.7811
0.3247
1.9726
0.5254
Piso1
20
7
W
LinStatic
0
0
0
Piso1
5
1
Comb18COL
Combination
Min
-0.8667
-0.2236
1.8912
-0.8007
Piso1
20
7
SDX
LinRespSpec
Max
5.5885
3.116
9.6293
4.9254
Piso1
5
1
Comb19COL
Combination
Max
0.7871
0.3187
1.6757
0.5421
Piso1
20
7
SDY
LinRespSpec
Max
0.3407
7.4288
7.14
11.8682
Piso1
5
1
Comb19COL
-0.8607
-0.2296
1.5943
20
0.0262
3.3009
LinStatic
-0.0397
0
Combination
Min
-0.784
Piso1
7
Live
Piso1
5
1
Comb20COL
Combination
Max
0.3057
0.8528
1.9494
1.8065
Piso1
20
7
Empuje
LinStatic
0
0
0
0
Piso1
5
1
Comb20COL
Combination
Min
-0.3914
-0.7517
1.9145
-2.0818
Piso1
20
7
SYest
LinStatic
0.0199
-8.2915
7.4623
13.2302
-0.0536
-0.3443
Piso1
5
1
Comb21COL
Combination
Max
0.3117
0.8468
1.6524
1.8232
Piso1
20
7
Comb1
Combination
-0.4581
0.2375
12.9857
Piso1
5
1
Comb21COL
Combination
Min
-0.3853
-0.7578
1.6175
-2.0651
Piso1
20
7
Comb2
Combination
-0.4561
0.2456
16.4119
-0.381
Piso1
5
1
Comb22COL
Combination
Max
0.7937
0.3043
1.5254
0.5795
Piso1
20
7
Comb3
Combination
-0.4323
0.2298
14.4314
-0.3488
Piso1
5
1
Comb22COL
Combination
Min
-0.8541
-0.244
1.444
-0.7465
Piso1
20
7
Comb4
Combination
-0.3926
0.2036
11.1306
-0.2952
Piso1
5
1
Comb23COL
Combination
Max
0.7997
0.2983
1.2285
0.5962
Piso1
20
7
Comb5
Combination
-0.3926
0.2036
11.1306
-0.2952
Piso1
5
1
Comb23COL
Combination
Min
-0.8481
-0.25
1.1471
-0.7298
Piso1
20
7
Comb6
Combination
-0.4323
0.2298
14.4314
-0.3488
Piso1
5
1
Comb24COL
Combination
Max
0.3183
0.8324
1.5022
1.8607
Piso1
20
7
Comb7
Combination
-0.4323
0.2298
14.4314
Piso1
5
1
Comb24COL
Combination
Min
-0.3788
-0.7722
1.4672
-2.0277
Piso1
20
7
Comb8
Combination
Max
0.3815
0.9949
16.1154
0.8659
Piso1
5
1
Comb25COL
Combination
Max
0.3244
0.8264
1.2052
1.8774
Piso1
20
7
Comb8
Combination
Min
-1.2461
-0.5352
12.7474
-1.5635
Piso1
5
1
Comb25COL
Combination
Min
-0.3727
-0.7782
1.1703
-2.011
Piso1
20
7
Comb9
Combination
Max
-0.1433
1.4261
15.8665
1.5601
Piso1
5
1
Comb26CIM
Combination
-0.0302
0.0301
1.4847
-0.0835
Piso1
20
7
Comb9
Combination
Min
-0.7214
-0.9665
12.9963
-2.2577
Piso1
5
1
Comb27CIM
Combination
-0.0338
0.0415
1.4865
-0.1126
Piso1
20
7
Comb10
Combination
-0.2945
0.1527
8.3479
-0.2214
Piso1
5
1
Comb28CIM
Combination
-0.0302
0.0301
1.4847
-0.0835
Piso1
20
7
Comb11
Combination
0.1527
8.3479
-0.2214
Piso1
5
1
Comb29CIM
Combination
-0.0329
0.0387
1.4861
-0.1053
Piso1
20
7
Comb12
Combination
Max
0.5193
0.9177
10.0319
0.9933
Piso1
5
1
Comb30CIM
Combination
-0.0302
0.0301
1.4847
-0.0835
Piso1
20
7
Comb12
Combination
Min
-1.1083
-0.6123
6.6639
-1.436
Piso1
5
1
Comb31CIM
Combination
-0.0302
0.0301
1.4847
-0.0835
Piso1
20
7
Comb13
Combination
Max
-0.0054
1.349
9.783
1.6876
20
7
Comb13
-0.2945
-0.5835
-1.0436
6.9128
-0.3488
Piso1
5
1
Comb32CIM
Combination
Max
0.4013
0.1736
1.506
0.2635
Piso1
Combination
Min
Piso1
5
1
Comb32CIM
Combination
Min
-0.4618
-0.1134
1.4634
-0.4305
Piso1
20
7
Comb14VIG
Combination
Max
1.1953
1.7599
17.7995
2.0805
Piso1
5
1
Comb33CIM
Combination
Max
0.1522
0.4504
1.4939
0.9349
Piso1
20
7
Comb14VIG
Combination
Min
-2.0599
-1.3002
11.0634
-2.7781
-2.1303
Piso1
5
1
Comb33CIM
Combination
Min
-0.2127
-0.3901
1.4756
-1.1019
Piso1
20
7
Comb15VIG
Combination
Max
0.1457
2.6225
17.3016
3.4691
Piso1
5
1
Comb34CIM
Combination
-0.0329
0.0387
1.4861
-0.1053
Piso1
20
7
Comb15VIG
Combination
Min
-1.0104
-2.1628
11.5613
-4.1667
Piso1
5
1
Comb35CIM
Combination
-0.0329
0.0387
1.4861
-0.1053
Piso1
20
7
Comb16VIG
Combination
Max
1.3331
1.6828
11.716
2.208
Piso1
5
1
Comb36CIM
Combination
Max
0.2902
0.1463
1.502
0.1549
Piso1
20
7
Comb16VIG
Combination
Min
-1.9221
-1.3774
4.9799
-2.6507
Piso1
5
1
Comb36CIM
Combination
Min
-0.356
-0.0689
1.4701
-0.3656
Piso1
20
7
Comb17VIG
Combination
Max
0.2836
2.5453
11.2181
3.5965
Piso1
5
1
Comb37CIM
Combination
Max
0.1039
0.3533
1.4929
0.6571
Piso1
20
7
Comb17VIG
Combination
Min
-0.8725
-2.2399
5.4778
-4.0393
Piso1
5
1
Comb37CIM
Combination
Min
-0.1697
-0.276
1.4792
-0.8678
Piso1
20
7
Comb18COL
Combination
Max
1.5665
2.1541
19.5606
2.6549
ETABS v19.1.0
Page 83 of 116
ETABS v19.1.0
Page 84 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
Piso1
20
7
Comb18COL
Combination
Min
-2.4966
-1.6605
11.1573
-3.4016
Piso1
28
3
SDX
LinRespSpec
Max
13.2272
0.4847
3.2814
0.5089
Max
0.4252
5.7228
5.4676
10.7517
0.0128
-0.115
11.5333
Piso1
20
7
Comb19COL
Combination
Max
1.632
2.1202
17.7055
2.7041
Piso1
28
3
SDY
LinRespSpec
Piso1
20
7
Comb19COL
Combination
Min
-2.4312
-1.6944
9.3022
-3.3525
Piso1
28
3
Live
LinStatic
MX
tonf-m
0.0818
Piso1
20
7
Comb20COL
Combination
Max
0.2546
3.2323
18.9383
4.3906
Piso1
28
3
Empuje
LinStatic
0
0
0
0
Piso1
20
7
Comb20COL
Combination
Min
-1.1847
-2.7387
11.7796
-5.1374
Piso1
28
3
SYest
LinStatic
0.0933
-6.2656
-5.5976
11.7091
Piso1
20
7
Comb21COL
Combination
Max
0.32
3.1984
17.0832
4.4398
Piso1
28
3
Comb1
Combination
-0.1287
-0.5018
32.1648
0.3526
Piso1
20
7
Comb21COL
-1.1192
0.4331
Combination
Min
-2.7726
9.9246
-5.0882
Piso1
28
3
Comb2
Combination
-0.0898
-0.6142
46.0231
Piso1
20
7
Comb22COL
Combination
Max
1.7044
2.077
13.4771
2.7823
Piso1
28
3
Comb3
Combination
-0.0975
-0.5452
39.1031
0.384
Piso1
20
7
Comb22COL
Combination
Min
-2.3588
-1.7376
5.0738
-3.2742
Piso1
28
3
Comb4
Combination
-0.1103
-0.4301
27.5698
0.3022
0.3022
Piso1
20
7
Comb23COL
Combination
Max
1.7698
2.043
11.622
2.8315
Piso1
28
3
Comb5
Combination
-0.1103
-0.4301
27.5698
Piso1
20
7
Comb23COL
Combination
Min
-2.2933
-1.7716
3.2187
-3.225
Piso1
28
3
Comb6
Combination
-0.0975
-0.5452
39.1031
Piso1
20
7
Comb24COL
Combination
Max
0.3924
3.1552
12.8548
4.518
Piso1
28
3
Comb7
Combination
-0.0975
-0.5452
39.1031
0.384
Piso1
20
7
Comb24COL
Combination
Min
-1.0468
-2.8158
5.6961
-5.0099
Piso1
28
3
Comb8
Combination
Max
1.8123
-0.2298
39.8074
0.9191
Piso1
20
7
Comb25COL
Combination
Max
0.4579
3.1212
10.9997
4.5672
Piso1
28
3
Comb8
Combination
Min
-2.0073
-0.8606
38.3987
-0.1511
Piso1
20
7
Comb25COL
Combination
Min
-0.9814
-2.8498
3.841
-4.9607
Piso1
28
3
Comb9
Combination
Max
0.5321
0.294
40.026
1.9434
Piso1
20
7
Comb26CIM
Combination
-0.3272
0.1697
9.2755
-0.246
Piso1
28
3
Comb9
Combination
Min
-0.7271
-1.3844
38.1801
-1.1754
Piso1
20
7
Comb27CIM
Combination
-0.3669
0.1959
-0.2996
Piso1
Piso1
20
7
Comb28CIM
Combination
-0.3272
0.1697
9.2755
-0.246
Piso1
28
3
Comb11
Combination
-0.0827
-0.3226
20.6773
0.2266
Piso1
20
7
Comb29CIM
Combination
-0.357
0.1893
11.7511
-0.2862
Piso1
28
3
Comb12
Combination
Max
1.8271
-0.0072
21.3817
0.7617
Piso1
20
7
Comb30CIM
Combination
-0.3272
0.1697
9.2755
-0.246
Piso1
28
3
Comb12
Combination
Min
-1.9925
-0.638
19.973
-0.3085
Piso1
20
7
Comb31CIM
Combination
12.5763
28
3
Comb10
Combination
-0.0827
-0.3226
20.6773
0.2266
0.1697
9.2755
-0.246
Piso1
28
3
Max
0.5468
0.5166
21.6003
1.786
Piso1
20
7
Comb32CIM
Combination
Max
0.7369
1.1684
11.476
1.3397
Piso1
28
3
Comb13
Combination
Min
-0.7123
-1.1618
19.7544
-1.3327
Piso1
20
7
Comb32CIM
Combination
Min
-1.3913
-0.8291
7.075
-1.8316
Piso1
28
3
Comb14VIG
Combination
Max
3.7221
0.0856
40.5118
1.4542
Piso1
20
7
Comb33CIM
Combination
Max
0.0495
1.7333
11.1499
2.2492
Piso1
28
3
Comb14VIG
Combination
Min
-3.917
-1.1759
37.6944
-0.6862
Piso1
20
7
Comb33CIM
Combination
Min
-0.7039
-1.394
7.401
-2.7411
Piso1
28
3
Comb15VIG
Combination
Max
1.1616
1.1332
40.949
3.5028
Piso1
20
7
Comb34CIM
Combination
-0.357
0.1893
11.7511
-0.2862
Piso1
28
3
Comb15VIG
Combination
Min
-1.3566
-2.2236
37.2572
-2.7348
Piso1
20
7
Comb35CIM
Combination
-0.357
0.1893
11.7511
-0.2862
Piso1
28
3
Comb16VIG
Combination
Max
3.7368
0.3082
22.086
1.2968
-0.8435
-0.3272
Comb13
Combination
0.384
Piso1
20
7
Comb36CIM
Combination
Max
0.4397
0.9376
13.3991
0.9018
Piso1
28
3
Comb16VIG
Combination
Min
-3.9023
-0.9534
19.2686
Piso1
20
7
Comb36CIM
Combination
Min
-1.1537
-0.5589
10.1031
-1.4742
Piso1
28
3
Comb17VIG
Combination
Max
1.1764
1.3558
22.5233
3.3454
-2.8921
Piso1
20
7
Comb37CIM
Combination
Max
-0.0745
1.3603
13.1552
1.5822
Piso1
28
3
Comb17VIG
Combination
Min
-1.3419
-2.001
18.8314
Piso1
20
7
Comb37CIM
Combination
Min
-0.6394
-0.9816
10.3471
-2.1546
Piso1
28
3
Comb18COL
Combination
Max
4.6609
0.2044
43.1571
1.7413
Piso1
20
7
Comb38CIM
Combination
-0.1963
0.1018
5.5653
-0.1476
Piso1
28
3
Comb18COL
Combination
Min
-4.8743
-1.3664
39.6441
-0.9229
Piso1
20
7
Comb39CIM
Combination
Max
0.8678
1.1005
7.7658
1.4381
Piso1
28
3
Comb19COL
Combination
Max
4.6793
0.2761
38.5621
1.6909
Piso1
20
7
Comb39CIM
Combination
Min
-1.2605
-0.8969
3.3648
-1.7332
Piso1
28
3
Comb19COL
Combination
Min
-4.8559
-1.2947
35.0491
-0.9733
Piso1
20
7
Comb40CIM
Combination
Max
0.1804
1.6655
7.4397
2.3476
Piso1
28
3
Comb20COL
Combination
Max
1.4604
1.5139
43.7036
4.302
Piso1
20
7
Comb40CIM
Combination
Min
-0.573
-1.4619
3.6909
-2.6428
Piso1
28
3
Comb20COL
Combination
Min
-1.6738
-2.6759
39.0975
-3.4836
Piso1
20
7
Env cim G
Combination
Max
-0.3272
0.1959
12.5763
-0.246
Piso1
28
3
Comb21COL
Combination
Max
1.4788
1.5856
39.1086
4.2516
Piso1
20
7
Combination
Min
-0.2996
Piso1
28
3
Comb21COL
Combination
Min
-1.6554
-2.6042
34.5026
Piso1
20
7
SERVICIO I
Combination
-0.3272
0.1697
9.2755
-0.246
Piso1
28
3
Comb22COL
Combination
Max
4.6757
0.4269
24.7313
1.5839
Piso1
20
7
SERVICIO II
Combination
-0.3669
0.1959
12.5763
-0.2996
Piso1
28
3
Comb22COL
Combination
Min
-4.8595
-1.1438
21.2183
-1.0803
Piso1
20
7
SERVICIO III
Combination
-0.3445
0.1886
12.1155
-0.2863
Piso1
28
3
Comb23COL
Combination
Max
4.6941
0.4986
20.1364
1.5336
Piso1
20
7
CIMENTACIÓN REACCIONES
Combination
Max
-0.3272
0.1959
12.5763
-0.246
Piso1
28
3
Comb23COL
Combination
Min
-4.8411
-1.0721
16.6234
-1.1306
Piso1
20
7
CIMENTACIÓN REACCIONES
Combination
Min
-0.3669
0.1697
9.2755
-0.2996
Piso1
28
3
Comb24COL
Combination
Max
1.4752
1.7365
25.2779
4.1446
Piso1
28
3
Dead
LinStatic
-0.0302
0.0173
5.627
-0.0275
Piso1
28
3
Comb24COL
Combination
Min
-1.659
-2.4533
20.6718
Piso1
28
3
Gr
LinStatic
0.0038
0.0036
1.54
-0.0033
Piso1
28
3
Comb25COL
Combination
Max
1.4936
1.8081
20.6829
4.0943
Piso1
28
3
Lr
LinStatic
0
0
0
0
Piso1
28
3
Comb25COL
Combination
Min
-1.6406
-2.3817
16.0768
-3.6914
Env cim G
-0.3669
0.1697
9.2755
-3.534
-3.641
Piso1
28
3
SDead
LinStatic
-0.0617
-0.3757
17.3478
0.2794
Piso1
28
3
Comb26CIM
Combination
-0.0919
-0.3584
22.9748
0.2518
Piso1
28
3
SXest
LinStatic
-5.5714
0.2284
-1.8254
-0.1857
Piso1
28
3
Comb27CIM
Combination
-0.0791
-0.4735
34.5081
0.3336
Piso1
28
3
W
LinStatic
0
0
0
0
Piso1
28
3
Comb28CIM
Combination
-0.0919
-0.3584
22.9748
0.2518
ETABS v19.1.0
Page 85 of 116
ETABS v19.1.0
Page 86 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
Combination
-0.0823
-0.4447
31.6248
0.3132
Piso1
30
14
Comb12
Combination
Max
1.1463
0.4662
15.0449
1.0826
Comb30CIM
Combination
-0.0919
-0.3584
22.9748
0.2518
Piso1
30
14
Comb12
Combination
Min
-1.9433
-0.7039
11.305
-1.0253
Comb31CIM
Combination
-0.0919
-0.3584
22.9748
0.2518
Piso1
30
14
Comb13
Combination
Max
0.1048
0.7252
14.2281
1.6198
-1.5626
Story
Label
Unique
Name
Output Case
Case Type
Piso1
28
3
Comb29CIM
Piso1
28
3
Piso1
28
3
Step
Type
MX
tonf-m
Piso1
28
3
Comb32CIM
Combination
Max
2.4054
0.0527
23.8946
0.9491
Piso1
30
14
Comb13
Combination
Min
-0.9018
-0.9629
12.1219
Piso1
28
3
Comb32CIM
Combination
Min
-2.5892
-0.7696
22.055
-0.4454
Piso1
30
14
Comb14VIG
Combination
Max
2.4334
0.9018
26.6489
2.2189
-1.9969
Piso1
28
3
Comb33CIM
Combination
Max
0.7283
0.7389
24.181
2.2909
Piso1
30
14
Comb14VIG
Combination
Min
-3.7458
-1.4385
19.1692
Piso1
28
3
Comb33CIM
Combination
Min
-0.9121
-1.4557
21.7686
-1.7872
Piso1
30
14
Comb15VIG
Combination
Max
0.3504
1.4198
25.0153
3.2934
Piso1
28
3
Comb34CIM
Combination
-0.0823
-0.4447
31.6248
0.3132
Piso1
30
14
Comb15VIG
Combination
Min
-1.6628
-1.9565
20.8028
-3.0714
Piso1
28
3
Comb35CIM
Combination
-0.0823
-0.4447
31.6248
0.3132
Piso1
30
14
Comb16VIG
Combination
Max
2.6911
1.0513
16.9148
2.1365
-2.0793
Piso1
28
3
Comb36CIM
Combination
Max
1.7874
-0.1365
32.3138
0.836
Piso1
30
14
Comb16VIG
Combination
Min
-3.4881
-1.289
9.4351
Piso1
28
3
Comb36CIM
Combination
Min
-1.952
-0.7529
30.9358
-0.2096
Piso1
30
14
Comb17VIG
Combination
Max
0.6081
1.5693
15.2812
3.211
-3.1538
Piso1
28
3
Comb37CIM
Combination
Max
0.5328
0.3768
32.5281
1.8398
Piso1
30
14
Comb17VIG
Combination
Min
-1.4051
-1.807
11.0687
Piso1
28
3
Comb37CIM
Combination
Min
-0.6974
-1.2663
30.7215
-1.2134
Piso1
30
14
Comb18COL
Combination
Max
3.156
1.1772
29.0399
2.742
Piso1
28
3
Comb38CIM
Combination
Piso1
28
3
Comb39CIM
Combination
Piso1
28
3
Comb39CIM
-0.0551
-0.2151
13.7849
0.1511
Piso1
30
14
Comb18COL
Combination
Min
-4.557
-1.7404
19.7059
-2.5135
Max
2.4422
0.1961
14.7047
0.8484
Piso1
30
14
Comb19COL
Combination
Max
3.2445
1.2036
26.1121
2.7356
-2.5525
-0.6262
30
14
Comb19COL
-4.4684
-2.5199
Combination
Min
12.8651
-0.5462
Piso1
Combination
Min
-1.714
16.7782
Piso1
28
3
Comb40CIM
Combination
Max
0.7651
0.8822
14.9911
2.1902
Piso1
30
14
Comb20COL
Combination
Max
0.5523
1.8247
26.9979
4.0851
Piso1
28
3
Comb40CIM
Combination
Min
-0.8754
-1.3124
12.5787
-1.888
Piso1
30
14
Comb20COL
Combination
Min
-1.9532
-2.3879
21.748
-3.8567
Piso1
28
3
Env cim G
Combination
Max
-0.0791
-0.3584
34.5081
0.3336
Piso1
30
14
Comb21COL
Combination
Max
0.6408
1.8512
24.0701
4.0787
Min
-3.8631
-0.0919
-0.4735
22.9748
0.2518
Piso1
30
14
Comb21COL
Combination
Min
-1.8647
-2.3615
18.8202
-0.0919
-0.3584
22.9748
0.2518
Piso1
30
14
Comb22COL
Combination
Max
3.4137
1.3268
19.3058
2.6596
Combination
-0.0791
-0.4735
34.5081
0.3336
Piso1
30
14
Comb22COL
Combination
Min
-4.2993
-1.5909
9.9719
-2.5959
Combination
-0.0795
-0.442
32.7798
0.3107
Piso1
30
14
Comb23COL
Combination
Max
3.5022
1.3532
16.3781
2.6532
Max
-0.0791
-0.3584
34.5081
0.3336
Piso1
30
14
Comb23COL
Combination
Min
-4.2107
-1.5645
7.0441
-2.6023
Min
-0.0919
-0.4735
22.9748
0.2518
Piso1
30
14
Comb24COL
Combination
Max
0.81
1.9743
17.2638
4.0027
LinStatic
-0.0487
0.0246
3.8718
-0.0358
Piso1
30
14
Comb24COL
Combination
Min
-1.6955
-2.2384
12.0139
LinStatic
0.0173
0.0049
0.6696
-0.0051
Piso1
30
14
Comb25COL
Combination
Max
0.8985
2.0007
14.336
3.9964
LinStatic
0
0
0
0
Piso1
30
14
Comb25COL
Combination
Min
-1.607
-2.212
9.0862
-3.9455
SDead
LinStatic
-0.3941
-0.1567
10.7671
0.0676
Piso1
30
14
Comb26CIM
Combination
-0.4428
-0.1321
14.6389
0.0318
14
SXest
LinStatic
-4.2949
-0.6323
7.1682
1.0441
Piso1
30
14
Comb27CIM
Combination
-0.5676
-0.242
19.9813
0.1047
14
W
LinStatic
0
0
0
0
Piso1
30
14
Comb28CIM
Combination
-0.4428
-0.1321
14.6389
0.0318
30
14
SDX
LinRespSpec
Max
10.7131
2.5467
11.9418
4.4243
Piso1
30
14
Comb29CIM
Combination
-0.5364
-0.2145
18.6457
0.0864
Piso1
30
14
SDY
LinRespSpec
Max
0.2982
5.1368
3.7735
9.7969
Piso1
30
14
Comb30CIM
Combination
-0.4428
-0.1321
14.6389
0.0318
Piso1
30
14
Live
LinStatic
-0.1249
-0.1099
5.3424
0.0729
Piso1
30
14
Comb31CIM
Combination
-0.4428
-0.1321
14.6389
Piso1
30
14
Empuje
LinStatic
0
0
0
0
Piso1
30
14
Comb32CIM
Combination
Max
1.5773
0.6318
17.0833
1.4078
Piso1
30
14
SYest
LinStatic
-0.1261
-5.7661
-3.8852
10.957
Piso1
30
14
Comb32CIM
Combination
Min
-2.4628
-0.8959
12.1944
-1.3442
Piso1
30
14
Comb1
Combination
-0.6199
-0.1849
20.4944
0.0445
Piso1
30
14
Comb33CIM
Combination
Max
0.2129
0.9711
16.0132
Piso1
30
14
Comb2
Combination
-0.7311
-0.3343
26.1145
0.1547
Piso1
30
14
Comb33CIM
Combination
Min
-1.0985
-1.2352
13.2645
-2.048
Piso1
30
14
Comb3
Combination
-0.6562
-0.2684
22.909
0.111
Piso1
30
14
Comb34CIM
Combination
-0.5364
-0.2145
18.6457
0.0864
Piso1
30
14
Comb4
Combination
-0.5313
-0.1585
17.5666
0.0382
Piso1
Piso1
30
14
Comb5
Combination
-0.5313
-0.1585
17.5666
0.0382
Piso1
30
14
Comb36CIM
Combination
Max
0.9759
0.3578
20.476
1.1173
Piso1
30
14
Comb6
Combination
-0.6562
-0.2684
22.909
0.111
Piso1
30
14
Comb36CIM
Combination
Min
-2.0488
-0.7868
16.8153
-0.9444
Piso1
30
14
Comb7
Combination
-0.6562
-0.2684
22.909
0.111
Piso1
30
14
Comb37CIM
Combination
Max
-0.0447
0.6116
19.6755
1.6438
Piso1
30
14
Comb8
Combination
Min
-1.0281
-1.0406
17.6158
-1.4709
Piso1
28
3
Env cim G
Combination
Piso1
28
3
SERVICIO I
Combination
Piso1
28
3
SERVICIO II
Piso1
28
3
SERVICIO III
Piso1
28
3
CIMENTACIÓN REACCIONES
Combination
Piso1
28
3
CIMENTACIÓN REACCIONES
Combination
Piso1
30
14
Dead
Piso1
30
14
Gr
Piso1
30
14
Lr
Piso1
30
14
Piso1
30
Piso1
30
Piso1
30
14
Comb35CIM
Combination
-0.5364
-0.2145
18.6457
-3.9391
0.0318
2.1116
0.0864
0.8886
0.3167
24.779
1.165
Piso1
30
14
Comb37CIM
Combination
Piso1
30
14
Comb8
Combination
Min
-2.201
-0.8534
21.0391
-0.9429
Piso1
30
14
Comb38CIM
Combination
-0.2657
-0.0792
8.7833
Piso1
30
14
Comb9
Combination
Max
-0.1529
0.5757
23.9622
1.7022
Piso1
30
14
Comb39CIM
Combination
Max
1.7544
0.6847
11.2277
1.3951
Piso1
30
14
Comb9
Combination
Min
-1.1595
-1.1124
21.8559
-1.4802
Piso1
30
14
Comb39CIM
Combination
Min
-2.2857
-0.8431
6.3389
-1.3569
Piso1
30
14
Comb10
Combination
-0.3985
-0.1188
13.175
0.0286
Piso1
30
14
Comb40CIM
Combination
Max
0.39
1.024
10.1577
2.0989
Piso1
30
14
Comb11
Combination
-0.3985
-0.1188
13.175
0.0286
Piso1
30
14
Comb40CIM
Combination
Min
-0.9214
-1.1824
7.4089
-2.0607
ETABS v19.1.0
Max
Page 87 of 116
ETABS v19.1.0
0.0191
Page 88 of 116
Analysis Results
8/09/2024
Analysis Results
Table 5.4 - Joint Reactions (Part 1 of 2, continued)
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
Story
Label
Unique
Name
Output Case
Case Type
Step
Type
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
MY
tonf-m
Piso1
30
14
Env cim G
Combination
Max
-0.4428
-0.1321
19.9813
0.1047
1.0417
0.2931
Piso1
30
14
Env cim G
Combination
Min
-0.3037
Piso1
30
14
SERVICIO I
Combination
Piso1
30
14
SERVICIO II
Combination
Piso1
30
14
SERVICIO III
Combination
Piso1
30
14
CIMENTACIÓN REACCIONES
Combination
Max
-0.4428
Piso1
30
14
CIMENTACIÓN REACCIONES
Combination
Min
-0.5676
MZ
tonf-m
-0.5676
-0.242
14.6389
0.0318
-0.8494
-0.4428
-0.1321
14.6389
0.0318
0.5503
0.1602
-0.5676
-0.242
19.9813
0.1047
-0.3226
-0.1723
-0.5234
-0.2108
19.1479
0.0826
0.5326
0.161
-0.1321
19.9813
0.1047
-0.3403
-0.1715
-0.242
14.6389
0.0318
1.0341
0.2944
-0.8569
-0.3024
Table 5.4 - Joint Reactions (Part 2 of 2)
1.0164
0.2952
-0.3016
MY
tonf-m
MZ
tonf-m
-0.8746
0.5251
0.1622
0.0734
4.585E-05
-0.3479
-0.1702
-0.0009
0.0002
0.5074
0.163
0
0
-0.3656
-0.1694
0.0153
-0.004
0.0886
-0.004
-1.5475
-0.0049
-0.4897
0.0873
0
0
0.0886
-0.004
2.5073
0.7651
0.0876
-0.0046
0.4711
0.2363
0.0886
-0.0013
-0.0009
0.0886
-0.004
0
0
0.5839
0.1523
-0.1128
0.2677
-0.4066
-0.1603
0.124
-0.004
-0.0056
0.3171
0.1042
-0.0062
-0.1399
-0.091
0.105
-0.0057
0.0876
-0.0046
0.0876
-0.0046
0.1063
-0.0048
0.083
0.1063
-0.0048
0.4584
0.1124
0.105
-0.0057
-0.2832
-0.1217
0.105
-0.0057
0.2589
0.4838
0.1139
-0.0836
-0.0699
-0.2738
-0.1252
0.0532
-0.0024
0.0606
0.061
0.5484
0.1539
-0.0702
-0.0724
-0.4421
-0.1587
0.0797
-0.0036
0.2817
0.0846
0.0797
-0.0036
-0.1753
-0.0894
0.4585
0.116
0.0886
-0.004
-0.2991
-0.1232
0.0873
-0.0049
0.2549
0.0631
0.0886
-0.004
-0.0954
-0.0703
0.0873
-0.0049
0.0869
-0.0045
0.2802
0.8626
0.2335
-0.6526
-0.2448
0.0886
-0.004
0.4554
0.1277
0.0869
-0.0049
-0.2454
-0.139
-0.0673
-0.0005
0.0013
-0.0001
0.8373
0.2355
-0.6779
-0.2427
0
0.4301
0.1298
-0.0394
0.0017
-0.2706
-0.137
-1.5849
-0.4928
0
1.0594
0.2923
0
0
-0.8316
-0.3045
2.5524
0.7697
ETABS v19.1.0
Page 89 of 116
ETABS v19.1.0
Page 90 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MZ
tonf-m
MY
tonf-m
0.378
0.2961
-0.1067
-0.0056
0.0001
-0.1067
0.0012
0
0
0.3917
0.1617
0.038
-0.2681
-0.6052
-0.1593
MZ
tonf-m
0.0012
0.0017
0.1069
0.0997
-0.137
0.0017
-0.3204
-0.0973
-0.1337
0.0016
-0.1109
-0.1281
0.0015
-0.1109
0.0013
-0.1281
0.0015
0.2623
0.1215
-0.1337
0.0016
-0.4841
-0.1189
-0.1494
0.0013
0.0016
0.0492
0.0751
0.2476
0.1244
-0.271
-0.0724
-0.5149
-0.1212
-0.064
-0.1337
0.0007
0.0302
0.0771
0.4344
0.1613
-0.2975
-0.0738
-0.5625
-0.1598
0.0011
0.1496
0.0992
-0.0961
0.0011
-0.2777
-0.0977
0.2852
0.1239
-0.1067
0.0014
-0.4773
-0.1217
-0.1123
0.0012
0.0677
0.0765
-0.1067
-0.2599
-0.0743
-0.1123
0.0014
0.6288
0.2472
-0.11
0.0012
-0.8961
-0.244
-0.1067
-0.0961
0.0012
0.0014
0.194
0.1525
-0.1123
0.0012
-0.4613
-0.1493
0.0712
-0.0003
0.6664
0.2467
-0.0172
-0.0006
-0.8586
-0.2445
0
0
0.2315
0.152
0.4443
0.0007
-0.4237
-0.1498
-7.6207
-0.1182
0.8073
0.3082
0
-1.096
-0.3047
17.6994
0.5526
0.8287
0.308
0.5384
0.0562
-0.305
0.1181
-0.0018
-1.0746
ETABS v19.1.0
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
0
0.2637
0.1898
0
0
-0.5524
-0.1863
0.1415
-0.0711
0.2851
0.1896
0.7217
0.0006
-0.531
-0.1866
0.8075
-0.0023
0.8449
0.3077
0.7367
-0.0013
-1.0584
-0.3053
0.6186
0.0005
0.8663
0.3075
0.6186
0.0005
-1.0371
-0.3055
0.7367
-0.0013
0.3013
0.1893
0.7367
-0.0013
-0.5148
-0.1868
3.2908
0.0802
0.3226
0.189
-1.8175
-0.0827
-0.4934
-0.1871
1.5747
0.0305
-0.1067
0.0012
-0.1014
-0.0331
-0.1123
0.0014
0.4639
0.0004
-0.1067
0.0012
0.4639
0.0004
-0.1109
0.0013
3.0181
0.0818
Page 91 of 116
ETABS v19.1.0
Page 92 of 116
Analysis Results
8/09/2024
Analysis Results
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
MZ
tonf-m
MY
tonf-m
MZ
tonf-m
-2.0902
-0.0811
0.5155
-0.0014
1.302
0.0322
0.5155
0.0004
-0.3741
-0.0314
0.6336
-0.0014
5.845
0.1616
0.5912
-0.0014
-4.3717
-0.1642
0.6336
0.0004
2.4128
0.0623
0.5155
-0.0014
-0.9395
-0.0649
0.0768
0.0003
5.5723
0.1633
-0.0135
0.0002
-4.6444
-0.1625
0
0
2.1401
0.064
0.3617
0.0033
-1.2122
-0.0632
-6.3051
-0.1179
7.1645
0.2021
0
-5.5881
-0.2045
12.1211
0.5698
7.0614
0.202
0.5606
0.0451
-5.6912
-0.2046
0.0789
0.0018
2.8743
0.078
0
0
-1.2978
-0.0804
-0.2656
-0.0378
2.7712
0.0779
0.614
0.0051
-1.4009
0
-0.0805
0.6525
0.0073
6.8918
0.2037
0.6051
0.0062
-5.8608
-0.2029
0.5263
0.0043
6.7887
0.2036
0.5263
0.0043
-5.9639
-0.203
0.6051
0.0062
2.6015
0.0796
0.6051
0.0062
-1.5706
-0.0788
2.3626
0.0896
2.4984
0.0795
-1.1523
-0.0772
-1.6737
-0.0788
1.2065
0.0371
0.5155
0.0004
0.0038
-0.0248
0.6336
-0.0014
0.3947
0.0033
0.5155
0.0004
0.3947
0.6041
-0.0009
2.1521
0.0867
0.5155
0.0004
-1.3627
-0.0802
0.5155
0.0033
0.0004
0.9961
0.0342
3.8554
0.1069
-0.2067
-0.0277
-2.8244
-0.1061
4.12
0.173
1.6073
0.0419
-2.9097
-0.1607
-0.5764
-0.041
1.8079
0.0681
0.6041
-0.0009
-0.5976
-0.0557
0.6041
-0.0009
3.9096
0.1701
3.1046
0.0788
-3.1201
-0.1636
-1.8965
-0.0806
1.5975
0.0652
-0.0586
1.4228
0.0302
-0.808
-0.2147
-0.032
5.0362
0.2148
0.3093
0.0003
-3.7382
-0.2017
3.6492
0.1067
4.9485
0.2141
-3.0306
-0.1062
-3.8259
-0.2024
1.4011
0.0417
2.1461
0.0836
-0.7826
-0.0412
-0.8481
-0.0705
0.6336
0.0004
2.0584
0.0829
ETABS v19.1.0
Page 93 of 116
ETABS v19.1.0
Page 94 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MZ
tonf-m
MY
tonf-m
MZ
tonf-m
-0.9358
-0.0712
-0.548
0.0046
4.8258
0.2119
-0.5136
0.004
-3.9487
-0.2046
-0.4562
0.0031
4.7381
0.2111
-0.4562
0.0031
-4.0364
-0.2053
-0.5136
1.9357
0.0807
-0.5136
0.004
-1.0585
-0.0734
1.2574
0.0875
0.004
-2.2846
-0.0794
1.848
0.08
-1.1462
-0.0742
0.0747
0.0386
0.4386
0.0036
-1.1019
-0.0305
0.5174
0.0054
-0.3422
0.4386
0.0036
-0.3422
0.0023
0.4977
0.005
1.4288
0.0858
0.4386
0.0036
-2.1131
-0.0811
0.4386
0.0036
0.2462
0.0369
2.7366
0.1127
-0.9305
-0.0322
0.0023
-0.1055
3.0284
0.171
1.2222
0.044
-4.0555
-0.1629
-0.345
-0.0367
0.6631
0.0731
0.005
-1.6902
-0.0651
-1.8595
0.4977
0.4977
0.005
3.1998
0.1693
2.2182
0.0867
-3.8841
-0.1646
-1.2228
-0.0767
0.8345
0.0714
-0.0668
1.0853
0.0352
-1.5188
-0.0899
-0.0252
3.8695
0.2126
0.2631
0.0022
-4.9727
-0.2041
2.5612
0.1113
3.9455
0.2121
-2.0349
-0.1069
-4.8967
-0.2046
1.0468
0.0425
0.9129
0.0904
-0.5205
-0.0382
-2.0161
-0.0818
0.5174
0.0054
0.9889
0.0898
0.4386
0.0036
-1.94
-0.0823
0.4386
0.0036
4.0409
0.2109
0.5174
0.0054
-4.8013
-0.2057
0.4876
0.0052
4.1169
0.2104
0.5174
0.0054
-4.7252
-0.2063
0.4386
0.0036
1.0843
0.0887
-0.0411
0.0003
-1.8446
-0.0835
0.0179
0.0001
1.1603
0.0881
0
0
-1.7686
-0.084
-0.3391
0.0023
-0.3802
0.0026
-6.4293
-0.1284
-0.4375
0.0035
0
-0.3802
0.0026
12.2554
0.5618
-0.4232
0.0033
0.429
0.0727
-0.3802
-0.0574
0.0009
-0.3802
0.0026
0
0
1.9356
0.1117
-0.0319
0.0247
-2.696
-0.1065
-0.5322
0.0036
0.3863
0.0477
0
ETABS v19.1.0
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
Page 95 of 116
ETABS v19.1.0
0.0026
Page 96 of 116
Analysis Results
8/09/2024
Analysis Results
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
MZ
tonf-m
MY
tonf-m
-1.1467
-0.0425
1.1275
MZ
tonf-m
0.0627
-0.4232
0.0033
-1.2304
-0.0569
-0.4232
0.0033
3.3187
0.1624
1.3106
0.085
-3.3768
-0.1587
-2.157
-0.0784
1.1499
0.0617
-0.0579
0.1516
0.0371
-1.208
-0.998
-0.0305
4.1239
0.2035
-0.2281
0.0016
-4.2333
-0.1973
2.0877
0.1107
4.1304
0.2031
-2.5439
-0.1076
-4.2268
-0.1977
0.5384
0.0466
1.4129
0.0776
-0.9946
-0.0435
-1.5223
-0.0713
-0.3802
0.0035
1.4194
0.0771
-0.4375
0.0026
-1.5158
-0.0717
-0.3802
0.0026
4.1463
0.2025
-0.4375
0.0035
-4.2109
-0.1983
-0.4098
0.0033
4.1528
0.2021
-0.3802
0.0035
-4.2044
-0.1987
-0.4375
0.0026
1.4353
0.0765
-0.0399
2.691E-05
-1.4999
-0.0724
-0.0051
-0.0001
1.4418
0.0761
-0.0728
0
0
-1.4934
0.0076
0.0021
-0.0323
0.0021
-6.7193
-0.1507
-0.045
0.0025
0
0
-0.0323
0.0021
11.5063
0.5481
-0.0418
0.0024
0.6623
0.0442
-0.0323
-0.0127
0.0004
-0.0323
0.0021
0
0
2.1565
0.1071
-0.038
-0.0032
-2.221
-0.1029
0.0021
-0.0452
0.0029
0.7359
0.0411
-0.059
0.0032
-0.8005
-0.0369
-0.0514
0.0029
-0.0418
0.0024
-0.0387
0.0025
-0.0418
-0.0387
0.0025
1.5969
0.081
-0.0514
0.0029
-1.6805
-0.0762
-0.0514
0.0029
0.5342
0.0316
-0.0268
0.0024
1.6224
0.0832
-0.6178
-1.7253
-0.0774
-0.0194
0.538
0.0328
2.1694
0.1062
-0.6409
-0.027
-2.2081
-0.1037
0.0013
0.0019
0.7488
0.0402
-0.0291
0.0019
-0.7876
-0.0377
1.6448
0.0822
-0.0323
0.0025
-1.7029
-0.0784
-0.045
0.0021
0.5604
0.0318
-0.0323
0.0021
-0.0291
-0.6185
-0.028
-0.045
0.0025
3.2963
0.1635
-0.0456
0.0024
-3.3992
-0.1576
-0.0323
0.0025
ETABS v19.1.0
Page 97 of 116
ETABS v19.1.0
Page 98 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
MZ
tonf-m
MY
tonf-m
-0.0456
0.0021
1.6001
0.0779
0.0754
0.0001
-0.9634
-0.0728
-0.0098 -2.738E-05
ETABS v19.1.0
MZ
tonf-m
1.5364
0.0773
0
0
-1.027
-0.0733
0.2429
0.0024
0.3183
0.0025
-5.818
-0.1214
0.3656
0.0032
0
0
0.3183
0.0025
10.1608
0.5547
0.3538
0.0031
0.5449
0.0448
0.3183
0.0025
0.0472
0.0007
0.3183
0
0
2.2489
0.1087
0.0796
-0.0532
-1.6122
-0.1037
0.4457
0.0035
0.9892
0.0419
0.4576
0.0042
-0.3526
-0.0369
0.4292
0.0037
0.3538
0.0031
0.382
0.003
0.3538
0.0025
0.0031
0.382
0.003
1.7992
0.0826
0.4292
0.0037
-1.0916
-0.0765
0.4292
0.0037
0.8568
0.0326
1.9057
0.085
-0.1493
-0.0265
-1.0472
-0.0775
0.191
0.0015
0.9441
0.034
2.1216
0.1077
-0.0856
-0.0265
-1.7396
-0.1047
0.2865
0.0023
0.8619
0.0409
0.2865
0.0023
-0.4799
-0.0379
1.7629
0.0835
0.3656
0.0032
-1.1899
-0.079
0.3183
0.0025
0.8013
0.0325
0.3183
0.0025
-0.2283
-0.028
0.3656
0.0032
3.3821
0.1662
0.3464
0.003
-2.5236
-0.1588
0.3656
0.0032
1.4589
0.0643
0.3183
0.0025
-0.6004
-0.0568
0.0429
-1.255E-05
3.2394
0.1647
-0.01
1.182E-05
-2.6663
-0.1602
0
1.3162
0.0628
0.2658
0.0015
-0.7432
-0.0583
-4.504
-0.3447
0
4.1468
0.2068
0
0
-3.2246
-0.1988
7.1095
0.6457
4.0831
0.2063
0.7513
0.083
-3.2883
-0.1993
0.0202
0.0005
1.7428
0.0793
0
0
-0.8206
-0.0714
0.0298
-0.0808
1.6791
0.0788
0.4321
0.0021
-0.8843
-0.0719
0.4026
0.0026
4.0041
0.2053
0.3905
0.0023
-3.3674
-0.2003
0.3704
0.0018
3.9404
0.2048
0.3704
0.0018
-3.431
-0.2008
0.3905
0.0023
Page 99 of 116
ETABS v19.1.0
Page 100 of 116
Analysis Results
8/09/2024
Analysis Results
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
MZ
tonf-m
MY
tonf-m
0.3905
0.0023
0.7275
0.0406
-0.0369
1.4395
0.0982
-0.08
-0.6585
-0.0936
0.1852
MZ
tonf-m
0.0009
0.8037
0.0419
1.5567
0.1263
-0.0226
-0.0373
-1.1864
-0.1245
0.2778
0.0013
0.7238
0.0526
0.2778
0.0013
-0.3534
-0.0508
1.3267
0.0972
0.3288
0.002
-0.7712
-0.0946
0.3086
0.0015
0.0015
0.6909
0.041
0.3086
-0.1354
-0.0383
0.3288
0.002
2.4884
0.1941
0.3163
0.0019
-1.7074
-0.1895
0.3288
1.2168
0.0816
0.3086
0.0015
-0.4358
-0.077
-0.0434
-0.0003
0.0086
-0.0001
0.002
2.3757
0.1931
-1.8202
-0.1905
0
0
1.104
0.0806
-0.2545
-0.0009
-0.5485
-0.0779
-4.5826
-0.3458
3.0399
0.2418
0
0
-2.1971
-0.237
7.2066
0.6501
2.9781
0.2415
0.7453
0.0898
-2.2588
-0.2372
-0.0283
-0.0007
1.4503
0.1012
0
0
-0.6076
-0.0963
0.0564
0.0901
1.3886
0.1009
-0.4171
-0.0016
-0.6693
-0.0966
-0.4027
-0.0025
2.9271
0.2409
-0.3858
-0.002
-2.3099
-0.2379
-0.3575
-0.0013
2.8654
0.2406
-0.3575
-0.0013
-2.3716
-0.2382
-0.3858
-0.002
1.3376
0.1002
-0.3858
-0.7203
-0.0972
0.6768
0.0948
1.2758
0.0999
-1.4484
-0.0989
-0.002
-0.782
-0.0975
0.0307
0.0388
0.3086
0.0015
-0.8022
-0.0428
0.3288
0.002
-0.2681
0.3086
0.0015
-0.2681
-0.001
0.3237
0.0019
0.7945
0.0958
0.3086
0.0015
-1.3307
-0.0978
0.3086
-0.001
0.0015
0.1483
0.0398
1.6802
0.1269
-0.6846
-0.0418
-1.0629
-0.1239
1.7394
0.1916
-0.1957
0.8472
0.0532
-2.511
-0.23
-0.0502
0.4472
0.0796
0.3237
0.0019
-1.2187
-0.0836
0.3237
0.0019
1.8571
0.1927
1.3506
0.0958
-2.3933
-0.1947
-0.7031
-0.092
0.5648
0.0806
ETABS v19.1.0
Page 101 of 116
ETABS v19.1.0
Page 102 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
ETABS v19.1.0
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
MZ
tonf-m
MY
tonf-m
-1.1011
-0.0826
-5.1924
MZ
tonf-m
-0.073
2.2369
0.2396
0
0
-3.0681
-0.2439
8.063
0.5165
2.2965
0.2398
0.8067
0.0536
-3.0085
-0.2436
-0.0144
0.0008
0.6216
0.0995
0
0
-1.4528
-0.1038
0.1081
-0.0171
0.6812
0.0997
-0.128
0.0042
-1.3932
-0.1036
-0.1328
0.0049
2.3546
0.2406
-0.1241
0.0044
-2.9504
-0.2428
-0.1097
0.0036
2.4142
0.2408
-0.1097
0.0036
-2.8909
-0.2426
-0.1241
0.7393
0.1005
-0.1241
0.0044
-1.3351
-0.1027
1.0636
0.0806
0.7988
0.1007
-1.3118
-0.0718
-1.2755
-0.1025
0.3379
0.0343
-0.2979
-0.0011
-0.5862
-0.0255
-0.3262
-0.0018
-0.0823
-0.2979
-0.0011
-0.0823
0.0027
-0.3191
-0.0016
1.1054
0.0788
-0.2979
-0.0011
-1.27
-0.0735
-0.2979
0.0044
0.0027
-0.0011
0.3798
0.0325
1.0914
0.1255
-0.5443
-0.0272
-1.6873
-0.1277
2.2513
0.1567
-0.1479
0.245
0.0521
-2.4995
-0.8409
-0.0543
0.8
0.0641
-0.3191
-0.0016
-1.0482
-0.0553
-0.3191
-0.0016
2.2931
0.155
0.7211
0.0932
-2.4577
-0.1497
-1.3594
-0.0964
0.8418
0.0624
-1.0064
-0.0571
0.0879
0.0382
-0.7262
-0.0415
2.8315
0.1948
-0.1788
-0.0007
-3.0981
-0.1854
1.2106
0.1259
2.8498
0.1942
-1.5681
-0.1273
-3.0798
0.3642
0.0525
1.0175
0.0791
-0.7217
-0.0539
-1.284
-0.0697
-0.2979
-0.0011
1.0358
0.0785
-0.3262
-0.0018
-1.2657
-0.0703
-0.2979
-0.0011
2.8734
0.1931
-0.3262
-0.0018
-3.0562
-0.1871
-0.3127
-0.0017
2.8917
0.1925
-0.2979
-0.0011
-3.0379
-0.1877
-0.3262
-0.0018
1.0593
0.0774
-0.0166
0.0002
-1.2421
-0.0714
0.0013
-2.16E-05
1.0776
0.0768
0
0
-1.2239
-0.072
-0.0748
0.0028
-0.0914
0.003
Page 103 of 116
ETABS v19.1.0
-0.186
Page 104 of 116
Analysis Results
8/09/2024
Analysis Results
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
MZ
tonf-m
MY
tonf-m
-0.1058
0.0038
-0.0362
MZ
tonf-m
-0.0914
0.003
-0.0362
0.0026
-0.1022
0.0036
1.9708
0.0812
-0.0914
0.003
-2.0432
-0.0761
0.0026
0.003
0.6223
0.0319
1.4615
0.1026
-0.6947
-0.0268
-1.6444
-0.0966
3.9503
0.1617
-0.1529
-0.0914
0.511
0.0419
-4.0775
-0.6938
-0.036
1.2535
0.063
-0.1022
0.0036
-1.3807
-0.0542
-0.1022
0.0036
3.9777
0.1599
1.0605
0.0782
-4.0501
-0.1547
-1.2649
-0.071
1.2809
0.0612
0.3494
0.0328
-1.3533
-0.0561
-0.5538
-0.0256
4.9426
0.201
-0.0549
0.0018
-5.0778
-0.1917
1.4981
0.1014
4.9507
0.2004
-1.6078
-0.0978
-5.0698
-0.1922
0.5475
0.0407
1.5716
0.0777
-0.6572
-0.0372
-1.7068
-0.0683
-0.0914
0.0038
1.5796
0.0771
-0.1058
0.003
-1.6987
-0.0689
-0.0914
0.003
4.97
0.1992
-0.1058
0.0038
-5.0504
-0.1935
-0.1013
0.0036
4.9781
0.1986
-0.0914
0.0038
-5.0424
-0.1941
-0.1058
0.003
1.599
0.0758
-0.0413
0.0003
-1.6794
-0.0701
-0.0051
3.557E-05
1.607
0.0752
0
0
-1.6714
-0.0707
0.0011
0.0026
-0.0402
0.0028
-7.3848
-0.1201
-0.0555
0.0038
0
0
-0.0402
0.0028
13.9074
0.5369
-0.0517
0.0036
0.4232
0.0435
-0.0402
-0.0153
0.001
-0.0402
0.0028
0
0
2.5842
0.1057
0.0739
-0.0196
-2.6646
-0.0563
0.004
0.8177
0.041
-0.0728
0.005
-0.8982
-0.0354
-0.0636
0.0044
-0.0517
-0.0483
0.0034
-0.0517
0.0036
-0.0483
0.0034
1.9131
0.0806
-0.0636
0.0044
-2.0165
-0.0734
0.0028
-0.1
0.0036
0.0044
0.5917
0.0322
1.9434
0.083
-0.6951
-0.0251
-2.0705
-0.0743
-0.0241
0.0017
0.595
0.0337
2.6003
0.1045
-0.7221
-0.0249
-2.6485
-0.1011
-0.0636
ETABS v19.1.0
Page 105 of 116
ETABS v19.1.0
Page 106 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MZ
tonf-m
MY
tonf-m
0.8338
0.0399
0.4677
0.0858
-0.8821
-0.0365
-0.5775
-0.0713
-0.0402
0.0038
0.4753
0.0849
-0.0555
0.0028
-0.5698
-0.0722
-0.0402
0.0028
1.191
0.1956
-0.0555
0.0038
-1.2675
-0.1865
-0.0555
0.0036
1.1987
0.1947
-0.0402
0.0038
-1.2598
-0.1874
-0.0555
0.0028
0.4843
-0.0166
0.0003
-0.5608
-0.074
0.0004
-2.494E-05
0.492
0.0822
0
0
-0.5532
-0.0749
-0.0216
0.0042
-0.0382
0.0046
-2.1394
0.0703
-0.0434
0.0059
0
0
-0.0382
0.0046
3.3011
0.5156
-0.0421
MZ
tonf-m
0.0055
0.0831
0.4743
0.0656
-0.0382
-0.0052
0.0013
-0.0382
0.0046
0
0
0.6056
0.1046
0.0388
-0.064
-0.6821
-0.0955
-0.0535
0.0064
0.2353
0.0457
-0.0542
0.0076
-0.3118
-0.0366
-0.0511
0.0068
-0.0421
-0.0459
0.0055
-0.0421
0.0055
-0.0459
0.0055
0.4399
0.0805
-0.0511
0.0068
-0.5242
-0.0694
0.0046
0.0055
0.0068
0.1629
0.0364
0.4414
0.0833
-0.2472
-0.0253
-0.5435
-0.0698
-0.0229
-0.0511
0.0027
0.1587
0.0383
0.6209
0.1028
-0.2609
-0.0248
-0.6668
-0.0974
0.0041
0.2506
0.0439
-0.0344
0.0041
-0.2965
-0.0384
0.458
0.0807
-0.0382
0.0059
-0.5269
-0.0725
-0.0434
0.0046
0.1754
0.0356
-0.0382
0.0046
-0.2442
-0.0274
-0.0434
0.0059
0.9338
0.1599
-0.0418
0.0055
-1.036
-0.1463
-0.0382
0.0059
-0.0344
ETABS v19.1.0
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
0.3685
0.0699
-0.0434
-0.4706
-0.0563
-0.0417
0.0002
0.9505
0.1572
0.0143
-2.021E-05
0.0046
-1.0193
-0.149
0
0.3851
0.0672
-0.2732
0.0025
-0.454
-0.059
-5.847
-0.1105
0
1.1743
0.1983
0
-1.2842
-0.1838
10.1197
0.5495
1.182
0.1974
0.5693
0.0639
-1.2765
-0.1848
-0.0433
0.0006
Page 107 of 116
ETABS v19.1.0
0
Page 108 of 116
Analysis Results
8/09/2024
Analysis Results
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
MZ
tonf-m
MY
tonf-m
0
0
1.6094
MZ
tonf-m
0.109
0.0314
0.0096
-2.2391
-0.1036
-0.4408
0.0038
0.3583
0.0454
-0.4471
0.0043
-0.988
-0.04
-0.4212
0.0039
-0.3473
0.0032
-0.3778
0.0033
-0.3473
0.0032
-0.3778
0.0033
1.0933
0.0828
-0.4212
0.0039
-1.788
-0.0764
-0.4212
0.0039
0.1574
0.0352
1.0504
0.0852
-0.8521
-0.0288
-1.8927
-0.0775
-0.1889
0.0016
0.0954
0.0366
1.7354
0.108
-0.9377
-0.0289
-2.1132
-0.1047
-0.2834
0.0024
0.4842
0.0443
-0.2834
0.0024
-0.8621
-0.0411
1.1882
0.0838
-0.3148
0.0033
-1.755
-0.0789
-0.3582
0.0027
0.2332
0.0352
-0.3148
0.0027
-0.7999
-0.0303
-0.3582
0.0033
2.522
0.1665
-0.3366
0.0032
-3.3643
-0.1588
-0.3148
0.0033
0.612
0.0694
-0.3582
-1.4543
-0.0616
-0.0287
0.0004
2.6598
0.1651
0.0042
0.0001
-3.2266
-0.1602
0
0.7497
0.068
-0.0438
0.003
-1.3165
-0.0631
-9.0947
-0.1176
0.0027
0
3.221
0.2072
0
-4.1263
-0.1989
20.9236
0.5776
3.284
0.2066
0.5719
0.0601
-4.0633
-0.1994
0.0183
0.0014
0.8334
0.0857
0
0
-1.7387
-0.0775
-0.0238
0.0044
0.8964
0.0852
-0.1015
0.0047
-1.6757
0
-0.078
-0.0577
0.0063
3.3588
0.2057
-0.0687
0.0054
-3.9885
-0.2003
-0.087
3.4218
0.2052
-0.087
0.004
-3.9255
-0.2009
-0.0687
0.0054
0.9712
0.0843
-0.0687
0.0054
-1.6009
0.004
-0.0789
2.948
0.0906
1.0342
0.0838
-3.0853
-0.0797
-1.5379
-0.0794
0.9128
0.0389
-0.3148
0.0027
-1.0502
-0.028
-0.3582
0.0033
-0.0653
-0.3148
0.0027
-0.0653
0.003
-0.3473
0.0032
2.9514
0.0882
-0.3148
0.0027
-3.0819
-0.0822
-0.3148
0.0027
0.9162
0.0365
0.003
ETABS v19.1.0
Page 109 of 116
ETABS v19.1.0
Page 110 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MZ
tonf-m
MY
tonf-m
MZ
tonf-m
-1.0468
-0.0304
-0.0542
0.0048
5.9646
0.1758
-0.0556
0.0045
-6.102
-0.1649
-0.0542
0.0048
1.8943
0.0723
-0.0725
-2.0317
-0.0614
-0.0462
0.0005
5.9681
0.1734
0.0159
0.0003
-6.0986
-0.1673
0
1.8977
0.0699
-0.3514
0.0033
-2.0283
-0.0638
-7.9206
-0.1193
0.0034
0
7.455
0.2184
0
-7.6068
-0.2069
18.6078
0.5948
7.4695
0.2178
0.4775
0.0947
-7.5923
0
-0.2075
-0.1117
0.002
2.3671
0.0891
0
0
-2.5189
-0.0775
-0.2235
0.0443
2.3816
0.0884
-0.5565
0.0054
-2.5044
-0.0782
-0.6558
7.4584
0.216
-0.5887
0.0066
-7.6034
-0.2093
-0.477
0.0046
7.4729
0.2153
-0.477
0.0046
0.0079
-0.21
-0.5887
2.3705
0.0866
-0.5887
0.0066
-2.5155
-0.0799
2.0927
0.0958
-3.2702
-0.0825
-7.5889
0.0066
2.385
0.086
-2.501
-0.0806
0.2797
0.0458
-0.0725
0.0034
-1.4572
-0.0325
-0.0542
0.0048
-0.3578
-0.0725
0.0034
-0.3578
0.0035
-0.0588
0.0044
2.3237
0.0926
-0.0725
0.0034
-3.0392
-0.0857
0.0035
-0.0725
0.0034
0.5106
0.0426
3.8722
0.1147
-1.2262
-0.0357
-0.108
4.7742
0.1849
1.2062
0.0469
-5.9516
-0.1716
-1.3512
-0.0402
1.1481
0.0849
-0.0588
0.0044
-2.3256
-0.0716
-0.0588
0.0044
5.0051
0.1817
2.8946
0.0878
-5.7207
-0.1748
-3.0121
-0.079
1.3791
0.0817
0.9001
0.0371
-2.0946
-0.0748
-1.0176
-0.0283
6.0656
0.2295
-0.0435
0.002
-7.3226
-0.2155
3.9012
0.1134
6.1451
0.2288
-3.9882
-0.1094
-7.2431
-0.2162
1.2352
0.0456
1.533
0.1045
-1.3222
-0.0416
-2.79
-0.0904
-0.0542
0.0048
1.6125
0.1037
-0.0725
0.0034
-2.7105
-0.0912
-0.0725
0.0034
6.2966
0.2264
-4.0172
ETABS v19.1.0
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
MY
tonf-m
Page 111 of 116
ETABS v19.1.0
Page 112 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.4 - Joint Reactions (Part 2 of 2, continued)
Table 5.5 - Modal Periods And Frequencies (continued)
MY
tonf-m
MZ
tonf-m
Case
Mode
-7.0916
-0.2186
Modal
10
Period Frequency CircFreq Eigenvalue
sec
cyc/sec
rad/sec
rad2/sec2
0.113
8.86
6.3761
0.2256
Modal
11
0.105
9.499
59.6868
3562.5132
-7.0121
-0.2194
Modal
12
0.101
9.95
55.6665
62.5186
3098.7608
3908.5799
1.764
0.1013
Modal
13
0.092
10.858
68.2209
4654.0863
-2.559
-0.0936
Modal
14
0.09
11.106
69.7789
4869.096
1.8435
0.1005
Modal
15
0.082
12.254
76.9955
5928.3027
-2.4795
-0.0944
Modal
16
0.079
12.658
79.5303
6325.0752
-0.3975
0.0039
Modal
17
0.073
13.654
85.79
7359.9187
-0.5092
0.0059
Modal
18
0.067
15.01
94.3093
-0.3975
0.0039
Modal
19
0.058
17.171
107.8883
11639.8914
-0.4813
0.0054
Modal
20
0.051
19.537
122.752
15068.0486
8894.2413
0.0039
Modal
21
0.043
23.22
145.8979
21286.2113
-0.3975
0.0039
Modal
22
0.035
28.503
179.087
32072.1643
3.1089
0.1204
Modal
23
0.031
32.402
203.585
41446.845
-3.9039
-0.1127
Modal
24
0.031
32.756
205.8118
42358.5139
0.7338
0.0549
Modal
25
0.029
34.16
214.6313
-1.5289
-0.0472
Modal
26
0.028
36.336
228.3067
52123.9519
-0.4813
0.0054
Modal
27
0.025
39.463
247.955
61481.6871
-0.3975
46066.575
0.0054
Modal
28
0.025
40.465
254.2505
64643.3163
2.1438
0.0926
Modal
29
0.024
40.924
257.1323
66117.0335
-3.1065
-0.0819
Modal
30
0.023
42.797
268.9005
72307.4547
0.3671
0.0436
-1.3297
-0.0329
-0.4813
Table 5.6 - Modal Participating Mass Ratios (Part 1 of 2)
-0.2385
0.0023
3.2679
0.1189
Case
Mode
Period
sec
UX
UY
UZ
SumUX SumUY SumUZ
RX
RY
RZ
-3.7449
-0.1142
Modal
1
0.457
0.7482
0.0001
0
0.7482
0.0001
0
0.0005
0.1355
0.1458
0.0017
0.8928
0.0533
Modal
2
0.402
0.0007
0.8678
0
0.7489
0.8679
0
0.1742
0.0002
-1.3698
-0.0487
Modal
3
0.355
0.1145
0.0027
0
0.8634
0.8705
0
0.0009
0.0482
-0.3975
0.0059
Modal
4
0.169
0.0789
0.0023
0
0.9422
0.8729
0
0.0197
0.5688
0.0003
-0.5092
0.0039
Modal
5
0.155
0.0073
0.0998
0
0.9495
0.9727
0
0.7139
0.0442
5.766E-06
-0.3975
0.0039
Modal
6
0.149
0.0022
0.001
0
0.9518
0.9737
0
0.0085
0.0108
0.079
-0.5092
0.0059
Modal
7
0.14
0.0179
0.0092
0
0.9697
0.9829
0
0.0464
0.1179
0.0096
-0.4694
0.0056
Modal
0.122
0.0039
0
0.9736
0.0234
0.0044
-0.3975
0.0059
Modal
9
0.121
0.0058
0.0048
0
0.9794
0.9952
0
0.0066
0.0202
0.0127
-0.5092
0.0039
Modal
10
0.113
0.0106
4.642E-05
0
0.99
0.9952
0
0.0002
0.0159
0.023
Modal
11
0.105
0.004
0.001
0
0.9939
0.9962
0
0.0001
0.0059
0.0012
Modal
12
0.101
0.0006
0.0027
0
0.9946
0.9989
0
0.0023
0.0006
0.0008
Modal
13
0.092
0.0001
0.0006
0
0.9946
0.9995
0
0.0075
0.0013
0.0021
Modal
14
0.09
0.001
1.709E-05
0
0.9957
0.9995
0
0.0015
0.0055
0.0017
5.4 Modal Results
Table 5.5 - Modal Periods And Frequencies
Period Frequency CircFreq Eigenvalue
sec
cyc/sec
rad/sec
rad2/sec2
Case
Mode
Modal
1
0.457
2.186
13.7337
188.6157
Modal
2
0.402
2.489
15.6379
244.5429
Modal
3
0.355
2.814
17.6797
312.5709
Modal
4
0.169
5.915
37.1652
1381.2535
Modal
5
0.155
6.452
40.5398
1643.4761
Modal
6
0.149
6.711
42.1652
1777.9026
Modal
7
0.14
7.167
45.0339
2028.0508
Modal
8
0.122
8.207
51.5682
2659.2757
Modal
9
0.121
8.29
52.0853
2712.8765
8
0.0075
0.9904
0
0.016
2.244E-05 2.258E-06
0.7054
Modal
15
0.082
8.629E-07
0.0003
0
0.9957
0.9999
0
Modal
16
0.079
3.726E-06
0.0001
0
0.9957
1
0
0.0014
4.277E-06
0.0001
Modal
17
0.073
0.0034
5.144E-07
0
0.9991
1
0
1.062E-06
0.0009
0.0096
0.0001
Modal
18
1.444E-06
0.0004
0.0022
0.067
0.0008
0
0
0.9999
1
0
Modal
19
0.058
1.665E-05
0
0
0.9999
1
0
2.951E-06 1.058E-06 4.818E-05
Modal
20
0.051
0.0001
1.891E-06
0
1
1
0
3.898E-06
Modal
21
0.043
2.835E-06
0
0
1
1
0
Modal
22
0.035
0
5.75E-06
0
1
1
0
0.0003
0.0001
3.611E-06
0.0001
4.215E-06
2.418E-05
6.19E-07
8.71E-07
Modal
23
0.031
0
1.356E-05
0
1
1
0
2.713E-05
0
7.304E-06
Modal
24
0.031
0
0
0
1
1
0
7.33E-07
0
0
ETABS v19.1.0
Page 113 of 116
ETABS v19.1.0
Page 114 of 116
Analysis Results
8/09/2024
Analysis Results
8/09/2024
Table 5.6 - Modal Participating Mass Ratios (Part 1 of 2, continued)
Case
Mode
Period
sec
UX
UY
UZ
Modal
25
0.029
0
9.021E-06
0
SumUX SumUY SumUZ
1
1
0
Table 5.8 - Modal Direction Factors
RX
RY
RZ
Case
Mode
Period
sec
UX
UY
UZ
RZ
1.34E-05
0
6.183E-06
Modal
1
0.457
0.846
0.001
0
0.152
0
0.0001
0
Modal
2
0.402
0.001
0.998
0
0.001
Modal
27
0.025
0
0
0
1
1
0
8.151E-06
0
0
Modal
3
0.355
0.182
0.012
0
0.806
Modal
28
0.025
0
0
0
1
1
0
0
0
0
Modal
4
0.169
0.795
0.035
0
0.17
Modal
29
0.024
0
0
0
1
1
0
0
0
0
Modal
5
0.155
0.057
0.935
0
0.008
Modal
30
0.023
0
0
0
1
1
0
0
0
0
Modal
6
0.149
0.389
0.014
0
0.598
Modal
0.444
Modal
26
0.028
0
0
0
1
1
0
7
0.14
0.342
0.214
0
Modal
8
0.122
0.164
0.605
0
0.23
SumRX SumRY SumRZ
Modal
9
0.121
0.224
0.565
0
0.211
0.0005
0.1355
0.1458
Modal
10
0.113
0.488
0.042
0
0.47
0.1747
0.1357
0.1475
Modal
11
0.105
0.281
0.12
0
0.599
0.1756
0.1839
0.8529
Modal
12
0.101
0.264
0.178
0
0.558
0.1954
0.7527
0.8532
Modal
13
0.092
0.041
0.055
0
0.903
0.9093
0.7969
0.8532
Modal
14
0.09
0.139
0.139
0
0.721
15
0.082
0.001
0.016
0
0.983
0.029
0
0.971
Table 5.6 - Modal Participating Mass Ratios (Part 2 of 2)
0.9178
0.8077
0.9322
Modal
0.9642
0.9256
0.9418
Modal
16
0.079
0.001
0.9802
0.949
0.9463
Modal
17
0.073
0.004
0
0
0.996
0.9868
0.9691
0.959
Modal
18
0.067
0.013
0.001
0
0.986
0.987
0.9851
0.9819
Modal
19
0.058
0.005
0.001
0
0.994
0.9871
0.991
0.9831
Modal
20
0.051
0.9893
0.9915
0.984
Modal
21
0.043
0
0
0
1
22
0.035
0
0.001
0
0.999
23
0.031
0
0.001
0
0.999
0
0
0
1
0.9968
0.9928
0.9861
Modal
0.9983
0.9983
0.9878
Modal
0.9983
0.9983
0.9879
Modal
0
0.002
0
0.998
0.9998
0.9983
0.988
Modal
25
0.029
0
0.002
0
0.998
0.9998
0.9992
0.9976
Modal
26
0.028
0
0.52
0
0.48
27
0.025
0
0
0
24
0.031
0.9998
0.9996
0.9998
Modal
0.9998
0.9996
0.9999
Modal
28
0.025
0
0
0
1
29
0.024
0
0.001
0
0.999
30
0.023
0
0
0
1
0.9998
0.9999
1
Modal
0.9998
1
1
Modal
0.9998
1
1
0.9998
1
1
0.9998
1
1
0.9998
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Table 5.7 - Modal Load Participation Ratios
ETABS v19.1.0
Case
ItemType
Item
Static
%
Modal
Acceleration
UX
100
Dynamic
%
100
Modal
Acceleration
UY
100
100
Modal
Acceleration
UZ
0
0
Page 115 of 116
ETABS v19.1.0
Page 116 of 116
ANEXO 2 - DISEÑO DE ELEMENTOS DE
PÓRTICOS (VIGAS Y COLUMNAS) +
VIGAS DE BORDE Y VIGUETAS
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES
Memorias de columnas
Norma: NSR-10 DES
Volumen sin nudos= 0.2 m3 Peso del refuerzo= 72.9 Kg Cuantía= 323.8 kg/m3
6-A
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Piso2
h=2.5(m)
10
22
10
@.05 @.07
Piso1
18
1.0(m)
F'c = 21 Mpa
Cuantia zona superior =1.15
Eficiencia zona superior = 0.27
P=.0 Mppal=.3 Msec=1.1T m
V. Max Ppal=.7Ton (Comb18COLMin)
Sec=
3.1Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Cuantia zona inferior =1.15
Eficiencia zona inferior = 0.46
P=2.4 Mppal=-.3 Msec=-2.1T m
Máxima eficiencia = 0.5
P=2.4 Mppal=-.3 Msec=-2.1T m
B= .30H= .30
8/#4(1.15%)
Relación Mínima Col/Vig=1.0(Viga:V201)
Norma: NSR-10 DES
Volumen sin nudos= 0.2 m3 Peso del refuerzo= 72.9 Kg Cuantía= 323.8 kg/m3
6-C
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Piso2
4
h=2.5(m)
@.05
10
22
10
@.05 @.07
Piso1
18
1.0(m)
F'c = 21 Mpa
Cuantia zona superior =1.15
Eficiencia zona superior = 0.27
P=-.1 Mppal=-.1 Msec=1.2T m
V. Max Ppal=.7Ton (Comb18COLMax)
Sec=
3.1Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Cuantia zona inferior =1.15
Eficiencia zona inferior = 0.47
P=2.3 Mppal=.0 Msec=-2.2T m
Máxima eficiencia = 0.5
P=2.3 Mppal=.0 Msec=-2.2T m
B= .30H= .30
8/#4(1.15%)
Relación Mínima Col/Vig=1.0(Viga:V201)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
2-A
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
h=2.5(m)
10
22
@.07
10
@.05
Piso2
3-A
V. Max Ppal=4.5Ton (Comb18COLMin)
Sec=
2.3Ton (Comb21COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
h=2.5(m)
10
22
@.05 @.07
10
18
Piso1
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.56
P=10.8 Mppal=-3.5 Msec=-.3T m
Máxima eficiencia = 0.6
P=10.8 Mppal=-3.5 Msec=-.3T m
B= .30H= .30
8/#5+#4(1.46%)
@.05
4
0.3(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.61
P=9.7 Mppal=3.8 Msec=.2T m
V. Max Ppal=4.2Ton (Comb18COLMin)
Sec=
1.6Ton (Comb20COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.36
P=19.5 Mppal=2.3 Msec=.3T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.61
P=22.5 Mppal=-3.3 Msec=-1.2T m
Máxima eficiencia = 0.6
P=22.5 Mppal=-3.3 Msec=-1.2T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=.6(Viga:V305)
Relación Mínima Col/Vig=1.3(Viga:V206)
Norma: NSR-10 DES
Volumen sin nudos= 0.7 m3 Peso del refuerzo= 223.4 Kg Cuantía= 331.0 kg/m3
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES
Memorias de columnas
Norma: NSR-10 DES
Volumen sin nudos= 0.7 m3 Peso del refuerzo= 223.4 Kg Cuantía= 331.0 kg/m3
3-A
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
PlacaTanque
h=2.5(m)
10
21
@.07
10
@.05
Cubierta
h=2.5(m)
10
22
@.05 @.07
10
V. Max Ppal=3.2Ton (Comb18COLMin)
Sec=
3.1Ton (Comb24COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Piso1
18
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.51
P=12.8 Mppal=-2.3 Msec=-1.4T m
Máxima eficiencia = 0.5
P=12.8 Mppal=-2.3 Msec=-1.4T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.3(Viga:V305)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.30
P=19.0 Mppal=1.3 Msec=.9T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.50
P=22.8 Mppal=-2.4 Msec=-1.3T m
Máxima eficiencia = 0.5
P=22.8 Mppal=-2.4 Msec=-1.3T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.2(Viga:V402)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.47
P=10.5 Mppal=2.1 Msec=1.3T m
V. Max Ppal=3.0Ton (Comb18COLMin)
Sec=
2.7Ton (Comb24COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
h=2.5(m)
10
22
@.07
10
@.05
Piso2
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.29
P=2.3 Mppal=-1.6 Msec=.0T m
Máxima eficiencia = 0.3
P=2.3 Mppal=-1.6 Msec=.0T m
B= .30H= .30
8/#5+#4(1.46%)
@.05
4
0.3(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.20
P=2.0 Mppal=1.0 Msec=.3T m
V. Max Ppal=1.4Ton (Comb18COLMin)
Sec=
.7Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Relación Mínima Col/Vig=1.3(Viga:V206)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
3-C
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
4
h=2.5(m)
10
@.05
22
@.07
10
@.05
4
h=2.5(m)
@.05
10
22
@.05 @.07
10
18
4-B
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.47
P=18.2 Mppal=2.3 Msec=1.1T m
Máxima eficiencia = 0.5
P=18.2 Mppal=2.3 Msec=1.1T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=.6(Viga:V307)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.33
P=21.0 Mppal=-1.6 Msec=-.9T m
V. Max Ppal=3.1Ton (Comb18COLMax)
Sec=
3.0Ton (Comb24COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Piso1
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.50
P=9.0 Mppal=2.3 Msec=1.3T m
Máxima eficiencia = 0.5
P=9.0 Mppal=2.3 Msec=1.3T m
B= .30H= .30
8/#5+#4(1.46%)
Piso2
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.53
P=10.2 Mppal=-3.1 Msec=-.7T m
V. Max Ppal=3.3Ton (Comb18COLMax)
Sec=
2.6Ton (Comb24COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Relación Mínima Col/Vig=1.3(Viga:V208)
Norma: NSR-10 DES
Volumen sin nudos= 0.7 m3 Peso del refuerzo= 223.4 Kg Cuantía= 331.0 kg/m3
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES
Memorias de columnas
Norma: NSR-10 DES
Volumen sin nudos= 0.7 m3 Peso del refuerzo= 223.4 Kg Cuantía= 331.0 kg/m3
4-B
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
PlacaTanque
h=2.5(m)
10
21
@.07
10
@.05
Cubierta
h=2.5(m)
10
22
@.05 @.07
10
V. Max Ppal=2.7Ton (Comb18COLMax)
Sec=
3.1Ton (Comb24COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Piso1
18
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.29
P=16.8 Mppal=-.6 Msec=-1.6T m
Máxima eficiencia = 0.3
P=16.8 Mppal=-.6 Msec=-1.6T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.2(Viga:V302)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.22
P=29.7 Mppal=-.4 Msec=-1.3T m
Máxima eficiencia = 0.4
P=29.7 Mppal=-.5 Msec=-2.0T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.2(Viga:V401)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.29
P=14.9 Mppal=.7 Msec=1.4T m
V. Max Ppal=2.3Ton (Comb18COLMin)
Sec=
2.7Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
h=2.5(m)
10
22
@.07
10
@.05
Piso2
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.22
P=2.9 Mppal=1.1 Msec=.4T m
Máxima eficiencia = 0.2
P=2.9 Mppal=1.1 Msec=.4T m
B= .30H= .30
8/#5+#4(1.46%)
@.05
4
0.3(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.27
P=3.7 Mppal=-1.4 Msec=-.4T m
V. Max Ppal=1.6Ton (Comb18COLMax)
Sec=
1.2Ton (Comb20COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.36
P=29.7 Mppal=-.5 Msec=-2.0T m
Relación Mínima Col/Vig=1.2(Viga:V203)
Norma: NSR-10 DES
Volumen sin nudos= 0.7 m3 Peso del refuerzo= 223.4 Kg Cuantía= 331.0 kg/m3
4-A
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
PlacaTanque
4
h=2.5(m)
10
@.05
21
@.07
10
@.05
4
h=2.5(m)
10
@.05
22
@.07
10
@.05
4
h=2.5(m)
@.05
10
22
@.05 @.07
10
18
5-A
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.46
P=18.0 Mppal=-1.9 Msec=-1.5T m
Máxima eficiencia = 0.5
P=18.0 Mppal=-1.9 Msec=-1.5T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.3(Viga:V305)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.30
P=13.9 Mppal=1.0 Msec=1.2T m
V. Max Ppal=2.6Ton (Comb18COLMin)
Sec=
3.2Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Piso1
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.50
P=10.0 Mppal=-1.7 Msec=-1.9T m
Máxima eficiencia = 0.5
P=10.0 Mppal=-1.7 Msec=-1.9T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.2(Viga:V401)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.44
P=8.0 Mppal=1.6 Msec=1.6T m
V. Max Ppal=2.4Ton (Comb18COLMin)
Sec=
3.2Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Piso2
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.21
P=2.5 Mppal=-1.2 Msec=-.2T m
Máxima eficiencia = 0.2
P=2.5 Mppal=-1.2 Msec=-.2T m
B= .30H= .30
8/#5+#4(1.46%)
Cubierta
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.18
P=1.7 Mppal=.9 Msec=.2T m
V. Max Ppal=1.2Ton (Comb18COLMin)
Sec=
.8Ton (Comb24COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Relación Mínima Col/Vig=1.3(Viga:V206)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES
Memorias de columnas
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
5-A
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
h=2.5(m)
10
22
@.07
10
@.05
Piso2
18
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.39
P=13.0 Mppal=-.8 Msec=-2.0T m
Máxima eficiencia = 0.4
P=13.0 Mppal=-.8 Msec=-2.0T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.2(Viga:V301)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.26
P=12.3 Mppal=.9 Msec=1.0T m
V. Max Ppal=1.9Ton (Comb18COLMin)
Sec=
3.0Ton (Comb24COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
h=2.5(m)
10
22
10
@.05 @.07
Piso1
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.42
P=6.4 Mppal=-1.8 Msec=-1.2T m
Máxima eficiencia = 0.4
P=6.4 Mppal=-1.8 Msec=-1.2T m
B= .30H= .30
8/#5+#4(1.46%)
@.05
4
0.3(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.38
P=5.2 Mppal=2.1 Msec=.4T m
V. Max Ppal=2.4Ton (Comb18COLMin)
Sec=
2.2Ton (Comb24COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Relación Mínima Col/Vig=1.2(Viga:V206)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
5-C
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
4
h=2.5(m)
10
@.05
22
@.07
10
@.05
4
h=2.5(m)
@.05
10
22
10
@.05 @.07
18
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.35
P=6.9 Mppal=.7 Msec=1.8T m
Máxima eficiencia = 0.3
P=6.9 Mppal=.7 Msec=1.8T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.2(Viga:V301)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.26
P=12.1 Mppal=-.7 Msec=-1.1T m
V. Max Ppal=1.9Ton (Comb18COLMax)
Sec=
3.0Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Piso1
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.37
P=4.6 Mppal=1.6 Msec=1.0T m
Máxima eficiencia = 0.4
P=4.6 Mppal=1.6 Msec=1.0T m
B= .30H= .30
8/#5+#4(1.46%)
Piso2
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.35
P=5.8 Mppal=-1.9 Msec=-.6T m
V. Max Ppal=2.3Ton (Comb18COLMax)
Sec=
2.1Ton (Comb21COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Relación Mínima Col/Vig=1.2(Viga:V208)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
5-B
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
h=2.5(m)
22
@.07
10
@.05
10
V. Max Ppal=2.1Ton (Comb18COLMax)
Sec=
1.6Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
B= .30H= .30
8/#5+#4(1.46%)
F'c = 21 Mpa
Cuantia zona superior =1.46 Eficiencia
zona superior = 0.19
P=10.4 Mppal=-1.2 Msec=-.2T m
Máxima eficiencia = 0.2
P=10.0 Mppal=1.3 Msec=.0T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.20
P=10.0 Mppal=1.3 Msec=.0T m
Relación Mínima Col/Vig=.76(Viga:V301)
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES
Memorias de columnas
Piso2
4
h=2.5(m)
@.05
10
22
@.05 @.07
10
V. Max Ppal=1.9Ton (Comb18COLMax)
Sec=
2.4Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Piso1
18
1.0(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.15
P=21.4 Mppal=-.4 Msec=-.7T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.30
P=21.4 Mppal=-.3 Msec=-1.8T m
Máxima eficiencia = 0.3
P=21.4 Mppal=-.3 Msec=-1.8T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.27(Viga:V202)
Norma: NSR-10 DES
Volumen sin nudos= 0.7 m3 Peso del refuerzo= 223.4 Kg Cuantía= 331.0 kg/m3
3-B
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
PlacaTanque
h=2.5(m)
10
21
@.07
10
@.05
Cubierta
V. Max Ppal=3.2Ton (Comb18COLMax)
Sec=
3.1Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
h=2.5(m)
10
22
Piso1
18
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.33
P=21.3 Mppal=-1.4 Msec=-1.1T m
Relación Mínima Col/Vig=1.26(Viga:V303)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.22
P=35.6 Mppal=1.0 Msec=.6T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.40
P=37.2 Mppal=-2.0 Msec=-.9T m
Máxima eficiencia = 0.4
P=37.2 Mppal=-2.0 Msec=-.9T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=1.2(Viga:V402)
F'c = 21 Mpa
Cuantia zona superior =1.46 Eficiencia
zona superior = 0.31
P=20.1 Mppal=1.5 Msec=.9T m
Máxima eficiencia = 0.3
P=21.3 Mppal=-1.4 Msec=-1.1T m
B= .30H= .30
8/#5+#4(1.46%)
@.05
4
0.3(m)
@.05 @.07
10
V. Max Ppal=2.6Ton (Comb18COLMin)
Sec=
2.8Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
h=2.5(m)
10
22
@.07
10
@.05
Piso2
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.20
P=2.9 Mppal=1.1 Msec=.1T m
Máxima eficiencia = 0.2
P=2.9 Mppal=1.1 Msec=.1T m
B= .30H= .30
8/#5+#4(1.46%)
@.05
4
0.3(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.25
P=3.7 Mppal=-1.5 Msec=.1T m
V. Max Ppal=1.6Ton (Comb18COLMax)
Sec=
1.0Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Relación Mínima Col/Vig=1.36(Viga:V204)
Norma: NSR-10 DES
Volumen sin nudos= 0.2 m3 Peso del refuerzo= 72.9 Kg Cuantía= 323.8 kg/m3
6-B
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Piso2
4
h=2.5(m)
@.05
10
22
@.05 @.07
10
18
Piso1
4-C
1.0(m)
F'c = 21 Mpa
Cuantia zona superior =1.15
Eficiencia zona superior = 0.08
P=1.8 Mppal=-.4 Msec=.0T m
V. Max Ppal=.9Ton (Comb18COLMax)
Sec=
.9Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Cuantia zona inferior =1.15
Eficiencia zona inferior = 0.20
P=1.8 Mppal=-.2 Msec=-.9T m
Máxima eficiencia = 0.2
P=1.8 Mppal=-.2 Msec=-.9T m
B= .30H= .30
8/#4(1.15%)
Relación Mínima Col/Vig=.5(Viga:V201)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES
Memorias de columnas
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
4-C
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
h=2.5(m)
10
22
@.07
10
@.05
Piso2
18
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.39
P=6.6 Mppal=1.8 Msec=1.0T m
Máxima eficiencia = 0.4
P=6.6 Mppal=1.8 Msec=1.0T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=.6(Viga:V307)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.24
P=13.0 Mppal=-.4 Msec=1.3T m
V. Max Ppal=2.5Ton (Comb18COLMax)
Sec=
3.2Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
h=2.5(m)
10
22
10
@.05 @.07
Piso1
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.50
P=7.6 Mppal=1.4 Msec=-2.2T m
Máxima eficiencia = 0.5
P=7.6 Mppal=1.4 Msec=-2.2T m
B= .30H= .30
8/#5+#4(1.46%)
@.05
4
0.3(m)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.49
P=6.9 Mppal=-1.6 Msec=2.0T m
V. Max Ppal=2.7Ton (Comb18COLMax)
Sec=
3.4Ton (Comb20COLMin)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
Relación Mínima Col/Vig=1.2(Viga:V208)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
B-B
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
4
h=2.5(m)
10
@.05
22
@.07
10
@.05
4
h=2.5(m)
@.05
10
22
@.05 @.07
18
1.0(m)
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.53
P=19.8 Mppal=2.3 Msec=1.6T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.57
P=38.4 Mppal=3.1 Msec=.9T m
Máxima eficiencia = 0.6
P=38.4 Mppal=3.1 Msec=.9T m
B= .30H= .30
8/#5+#4(1.46%)
Relación Mínima Col/Vig=.75(Viga:V304)
F'c = 21 Mpa
Cuantia zona superior =1.46 Eficiencia
zona superior = 0.44
P=39.8 Mppal=-2.0 Msec=-1.2T m
V. Max Ppal=5.0Ton (Comb18COLMax)
Sec=
2.7Ton (Comb20COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Piso1
F'c = 21 Mpa
Cuantia zona superior =1.46 Eficiencia
zona superior = 0.49
P=20.3 Mppal=-2.3 Msec=-1.3T m
Máxima eficiencia = 0.5
P=19.8 Mppal=2.3 Msec=1.6T m
B= .30H= .30
8/#5+#4(1.46%)
Piso2
10
V. Max Ppal=4.0Ton (Comb18COLMax)
Sec=
2.1Ton (Comb20COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
Relación Mínima Col/Vig=1.25(Viga:V205)
Norma: NSR-10 DES
Volumen sin nudos= 0.5 m3 Peso del refuerzo= 140.2 Kg Cuantía= 311.5 kg/m3
C-C
DISTRIBUCIÓN
DE ESTRIBOS
SECCIÓN
INFERIOR
DISEÑO CORTANTE
SUP.INTERACCIÓN
ZONA INFERIOR
DISEÑO FLEXION
Cubierta
h=2.5(m)
22
@.07
10
@.05
10
V. Max Ppal=3.9Ton (Comb18COLMax)
Sec=
1.6Ton (Comb20COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
@.05
4
0.3(m)
B= .30H= .30
8/#5+#4(1.46%)
F'c = 21 Mpa
Cuantia zona superior =1.46 Eficiencia
zona superior = 0.59
P=11.4 Mppal=-3.3 Msec=-1.0T m
Máxima eficiencia = 0.6
P=10.0 Mppal=3.1 Msec=1.0T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.58
P=10.0 Mppal=3.1 Msec=1.0T m
Relación Mínima Col/Vig=.68Viga:V307)
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES
Memorias de columnas
Piso2
4
h=2.5(m)
@.05
10
22
10
@.05 @.07
Piso1
18
V. Max Ppal=4.6Ton (Comb18COLMax)
Sec=
2.4Ton (Comb20COLMax)
So abajo 50mm (P.Volum. (21.6.4.4) ppal)
S central 70mm (Barra longitudinal (C.21.6.4.5))
So arriba 50mm (P.Volum. (21.6.4.4) ppal)
0.3(m)
1.0(m)
B= .30H= .30
8/#5+#4(1.46%)
F'c = 21 Mpa
Cuantia zona superior =1.46
Eficiencia zona superior = 0.43
P=24.8 Mppal=-2.3 Msec=-1.0T m
Cuantia zona inferior =1.46
Eficiencia zona inferior = 0.61
P=21.0 Mppal=3.3 Msec=1.2T m
Máxima eficiencia = 0.6
P=21.0 Mppal=3.3 Msec=1.2T m
Relación Mínima Col/Vig=1.23(Viga:V208)
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES - NSR-10 No sísmico
Memorias de Vigas
V201 / Piso2
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
3#483
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#483
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
0.3
0.3*0.3L=3.7
0.3
0.3*0.3L=3.4
0.3
0.3
0.3*0.3L=3.7
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=3.7
0.3
0.3*0.3L=3.4
0.3
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
0.3
V202 / Piso2
3#483.84
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#483.84
9.5
6.3
3.2
-03.2
6.3
9.5
0.235
0.175
0.12
0.06
-0-
0.3
0.3*0.3L=3.78
0.3
0.3*0.3L=3.4
0.3
0.3
0.3*0.3L=3.78
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=3.78
0.3
0.3*0.3L=3.4
0.3
9.5
6.3
3.2
-03.2
6.3
9.5
0.235
0.175
0.12
0.06
-0-
0.3
V203 / Piso2
3#484.99
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#484.99
8.6
5.7
2.9
-02.9
5.7
8.6
0.235
0.175
0.12
0.06
-0-
0.3
0.3*0.3L=3.9
0.3
0.3*0.3L=3.4
0.3
0.3
0.3*0.3L=3.9
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=3.9
0.3
0.3*0.3L=3.4
0.3
0.3
V204 / Piso2
3#485.73
Refuerzo
2#415 - 2ª fila
[email protected]
2#420 - 2ª fila
[email protected]
[email protected]
[email protected]
2#415 - 2ª fila
[email protected]
[email protected]
[email protected]
[email protected]
3#485.73
0.3
0.3*0.3L=3.97
0.3
0.3*0.3L=3.4
0.3
8.6
5.7
2.9
-02.9
5.7
8.6
0.235
0.175
0.12
0.06
-0-
Nombre Principal
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Nombre Auxiliar
NSR-10 DES - NSR-10 No sísmico
9.8
6.6
3.3
-03.3
6.6
9.8
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=3.97
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=3.97
0.3
Memorias de Vigas
0.3
0.3*0.3L=3.4
0.3
0.3
9.8
6.6
3.3
-03.3
6.6
9.8
0.235
0.175
0.12
0.06
-0-
V205 / Piso2
3#589
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
Areas de refuerzo
cm²
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#488
0.3*0.3L=4.2
0.3
Areas cortante
( cm²/ cm)
[email protected]
9.5
6.3
3.2
-03.2
6.3
9.5
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=4.2
0.3
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=4.2
0.3
0.3*0.3L=3.4
0.3
0.3
0.3*0.3L=3.4
0.3
0.3
V206 / Piso2
Refuerzo
3#440
[email protected]
[email protected]
3#470
[email protected]
[email protected]
0.3*0.3L=0.8
0.3*0.3L=4.39
0.3
Refuerzo
[email protected]
[email protected]
[email protected]
Areas de refuerzo
cm²
Areas de refuerzo
cm²
7.7
5.2
2.6
-02.6
5.2
7.7
0.235
0.175
0.12
0.06
-00.235
0.175
0.12
0.06
-0-
0.3*0.3L=0.8
0.3*0.3L=0.8
0.3*0.3L=3.1
[email protected]
[email protected]
[email protected]
V207 / Piso2
[email protected]
0.3
[email protected]
0.3
[email protected]
0.3*0.3L=2.2
0.3
0.3*0.3L=3.1
0.3
0.3
0.3
0.3*0.3L=2.2
0.3*0.3L=4.39
0.3
0.3
0.3*0.3L=1.9
0.3
0.3*0.3L=4.39
0.3
0.3
[email protected]
3#450
0.3*0.3L=3.1
0.3
[email protected]
3#450
3#470
7.7
5.2
2.6
-02.6
5.2
7.7
Areas cortante
( cm²/ cm)
[email protected]
3#470
3#470
Areas cortante
( cm²/ cm)
[email protected]
3#440
0.3
7.7
5.2
2.6
-02.6
5.2
7.7
0.3*0.3L=1.9
0.3
0.3*0.3L=2.2
0.3*0.3L=1.9
0.3
0.235
0.175
0.12
0.06
-0-
0.3
0.3
7.7
5.2
2.6
-02.6
5.2
7.7
0.235
0.175
0.12
0.06
-0-
9.5
6.3
3.2
-03.2
6.3
9.5
0.235
0.175
0.12
0.06
-0-
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES - NSR-10 No sísmico
Memorias de Vigas
V207 / Piso2
3#445
3#490
Refuerzo
3#415 - 2ª fila
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#445
0.3*0.3L=1.07
[email protected]
3#490
0.3*0.3L=5.15
0.3
0.3
Refuerzo
3#490
[email protected]
[email protected]
0.3*0.3L=1.9
Areas de refuerzo
cm²
Areas de refuerzo
cm²
0.3
11.9
8
4
-04
8
11.9
Areas cortante
( cm²/ cm)
[email protected]
[email protected]
[email protected]
3#490
11.9
8
4
-04
8
11.9
Areas cortante
( cm²/ cm)
[email protected]
0.3*0.3L=1.07
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=1.07
0.3
0.3*0.3L=3.1
0.3
0.3
0.3
0.3*0.3L=3.1
0.3
0.3
11.9
8
4
-04
8
11.9
11.9
8
4
-04
8
11.9
0.3*0.3L=5.15
0.3
0.3*0.3L=1.9
0.3
0.3
0.3*0.3L=5.15
0.3
0.3*0.3L=1.9
0.3
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=3.1
0.3
0.235
0.175
0.12
0.06
-0-
0.235
0.175
0.12
0.06
-0-
V208 / Piso2
3#445
3#475
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#445
0.3*0.3L=1.07
[email protected]
3#470
0.3*0.3L=5.15
0.3
0.3
Refuerzo
3#475
[email protected]
[email protected]
[email protected]
3#450
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Areas de refuerzo
cm²
Areas cortante
( cm²/ cm)
9.8
6.5
3.3
-03.3
6.5
9.8
0.235
0.175
0.12
0.06
-0-
Areas cortante
( cm²/ cm)
9.8
6.5
3.3
-03.3
6.5
9.8
Areas de refuerzo
cm²
3#470
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=1.9
0.3
0.3*0.3L=1.07
0.3*0.3L=1.07
0.3
0.3
VB201 / Piso2
0.3*0.3L=3.1
0.3
0.3*0.3L=3.1
0.3
0.3*0.3L=3.1
0.3
0.3
9.8
6.5
3.3
-03.3
6.5
9.8
0.3*0.3L=2.2
0.3
0.3*0.3L=5.15
0.3
0.3*0.3L=2.2
0.3
0.3*0.3L=5.15
0.3
0.3*0.3L=1.9
[email protected]
3#450
0.3
0.3*0.3L=1.9
0.3
[email protected]
0.3
0.3
9.8
6.5
3.3
-03.3
6.5
9.8
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=2.2
0.3
0.235
0.175
0.12
0.06
-0-
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES - NSR-10 No sísmico
Memorias de Vigas
VB201 / Piso2
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
2#422.57
[email protected]
2#422.57
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.3
0.15*0.3L=1.46
0.2
0.3
0.15*0.3L=1.46
0.2
0.3
0.15*0.3L=1.46
0.2
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
VB202 / Piso2
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
2#450.6
[email protected]
[email protected]
2#450.6
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.3
0.15*0.3L=4.16
0.3
0.3
0.15*0.3L=4.16
0.3
0.15*0.3L=4.16
0.3
0.3
VB203 / Piso2
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
2#443
[email protected]
2#443
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.3
0.15*0.3L=3.4
0.3
0.3
0.15*0.3L=3.4
0.3
0.15*0.3L=3.4
0.3
0.3
VB204 / Piso2
Refuerzo
2#428
[email protected]
2#428
0.3
0.2*0.3L=1.9
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
Nombre Principal
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Nombre Auxiliar
NSR-10 DES - NSR-10 No sísmico
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.2*0.3L=1.9
0.3
0.3
0.2*0.3L=1.9
0.3
0.3
Memorias de Vigas
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
V301 / Cubierta
3#483.84
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
Areas de refuerzo
cm²
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#483.84
0.3*0.3L=3.78
0.3
Areas cortante
( cm²/ cm)
[email protected]
9.5
6.3
3.2
-03.2
6.3
9.5
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=3.78
0.3
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=3.78
0.3
0.3*0.3L=3.4
0.3
0.3
0.3*0.3L=3.4
0.3
9.5
6.3
3.2
-03.2
6.3
9.5
0.235
0.175
0.12
0.06
-0-
0.3
V302 / Cubierta
3#484.99
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
Areas de refuerzo
cm²
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#484.99
0.3*0.3L=3.9
0.3
Areas cortante
( cm²/ cm)
[email protected]
8.6
5.7
2.9
-02.9
5.7
8.6
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=3.9
0.3
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=3.9
0.3
0.3*0.3L=3.4
0.3
0.3
0.3*0.3L=3.4
0.3
0.3
8.6
5.7
2.9
-02.9
5.7
8.6
0.235
0.175
0.12
0.06
-0-
V303 / Cubierta
3#586.73
Refuerzo
2#420 - 2ª fila
[email protected]
Areas de refuerzo
cm²
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#485.73
0.3
Areas cortante
( cm²/ cm)
[email protected]
9.8
6.6
3.3
-03.3
6.6
9.8
0.235
0.175
0.12
0.06
-0-
0.3
0.3
V304 / Cubierta
0.3*0.3L=3.97
0.3*0.3L=3.97
0.3*0.3L=3.97
0.3
0.3
0.3
0.3*0.3L=3.4
0.3*0.3L=3.4
0.3*0.3L=3.4
0.3
0.3
0.3
9.8
6.6
3.3
-03.3
6.6
9.8
0.235
0.175
0.12
0.06
-0-
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES - NSR-10 No sísmico
Memorias de Vigas
V304 / Cubierta
3#588.76
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#487.75
9.8
6.6
3.3
-03.3
6.6
9.8
0.235
0.175
0.12
0.06
-0-
0.3
0.3*0.3L=4.18
0.3
0.3*0.3L=3.4
0.3
0.3
0.3*0.3L=4.18
0.3
0.3*0.3L=3.4
0.3
0.3*0.3L=4.18
0.3
0.3*0.3L=3.4
0.3
0.3
V305 / Cubierta
Refuerzo
3#440
[email protected]
3#485
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#440
0.3*0.3L=0.8
[email protected]
[email protected]
[email protected]
3#485
0.3*0.3L=4.39
0.3
0.3*0.3L=1.9
0.3
0.3
Refuerzo
3#485
[email protected]
[email protected]
3#485
0.3*0.3L=3.1
Areas de refuerzo
cm²
7.7
5.2
2.6
-02.6
5.2
7.7
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.3
7.7
5.2
2.6
-02.6
5.2
7.7
Areas cortante
( cm²/ cm)
[email protected]
0.235
0.175
0.12
0.06
-00.235
0.175
0.12
0.06
-0-
0.3*0.3L=0.8
0.3
0.3*0.3L=4.39
0.3
0.3*0.3L=3.1
0.3
0.3*0.3L=0.8
0.3
0.3*0.3L=3.1
0.3
0.3
0.3*0.3L=1.9
0.3
0.235
0.175
0.12
0.06
-0-
V306 / Cubierta
3#445
3#490
Refuerzo
2#415 - 2ª fila
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#445
0.3*0.3L=1.07
[email protected]
[email protected]
3#490
0.3*0.3L=5.15
0.3
0.3
Refuerzo
3#490
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
3#490
0.3
0.3*0.3L=1.9
0.3
0.3
7.7
5.2
2.6
-02.6
5.2
7.7
0.3*0.3L=4.39
0.3
0.3*0.3L=1.9
0.3
7.7
5.2
2.6
-02.6
5.2
7.7
0.3*0.3L=3.1
0.3
0.3
0.235
0.175
0.12
0.06
-0-
9.8
6.6
3.3
-03.3
6.6
9.8
0.235
0.175
0.12
0.06
-0-
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
Areas de refuerzo
cm²
Areas cortante
( cm²/ cm)
11.9
8
4
-04
8
11.9
0.235
0.175
0.12
0.06
-0-
Areas cortante
( cm²/ cm)
11.9
8
4
-04
8
11.9
Areas de refuerzo
cm²
NSR-10 DES - NSR-10 No sísmico
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=1.07
0.3*0.3L=5.15
0.3
0.3*0.3L=1.9
0.3
0.3*0.3L=1.07
0.3*0.3L=3.1
0.3
0.3
11.9
8
4
-04
8
11.9
0.3*0.3L=5.15
0.3
0.3*0.3L=1.9
0.3
Memorias de Vigas
0.3
0.3*0.3L=3.1
0.3
0.3
0.3
11.9
8
4
-04
8
11.9
0.235
0.175
0.12
0.06
-0-
0.235
0.175
0.12
0.06
-0-
V307 / Cubierta
Refuerzo
3#445
[email protected]
[email protected]
[email protected]
3#490
[email protected]
[email protected]
3#445
0.3*0.3L=1.07
[email protected]
[email protected]
3#490
0.3*0.3L=5.15
0.3
0.3
Refuerzo
3#490
[email protected]
Areas de refuerzo
cm²
Areas de refuerzo
cm²
7.7
5.2
2.6
-02.6
5.2
7.7
Areas cortante
( cm²/ cm)
[email protected]
[email protected]
0.3*0.3L=1.07
[email protected]
0.3
Refuerzo
0.3
0.3*0.3L=3.1
0.3
7.7
5.2
2.6
-02.6
5.2
7.7
0.3*0.3L=5.15
0.3
0.3*0.3L=1.9
0.3
2#422.57
[email protected]
2#422.57
2.6
1.7
0.9
-00.9
1.7
2.6
0.3*0.3L=3.1
0.3*0.3L=5.15
0.3
0.3*0.3L=1.07
0.3
0.3
0.3*0.3L=1.9
0.3
0.235
0.175
0.12
0.06
-00.235
0.175
0.12
0.06
-0-
0.3*0.3L=1.9
0.3
VB301 / Cubierta
Areas de refuerzo
cm²
[email protected]
3#490
7.7
5.2
2.6
-02.6
5.2
7.7
Areas cortante
( cm²/ cm)
[email protected]
0.3
0.15*0.3L=1.46
0.2
0.3
0.15*0.3L=1.46
0.2
2.6
1.7
0.9
-00.9
1.7
2.6
0.3*0.3L=3.1
0.3
0.3
0.3
0.235
0.175
0.12
0.06
-0-
7.7
5.2
2.6
-02.6
5.2
7.7
0.235
0.175
0.12
0.06
-0-
Nombre Principal
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
Areas cortante
( cm²/ cm)
Nombre Auxiliar
NSR-10 DES - NSR-10 No sísmico
0.055
0.04
0.025
0.015
-0-
0.3
0.15*0.3L=1.46
0.2
Memorias de Vigas
0.055
0.04
0.025
0.015
-0-
VB302 / Cubierta
Refuerzo
2#450.6
[email protected]
[email protected]
2#450.6
0.15*0.3L=4.16
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.3
0.15*0.3L=4.16
0.3
0.3
0.15*0.3L=4.16
0.3
0.3
VB303 / Cubierta
Refuerzo
2#443
[email protected]
2#443
0.15*0.3L=3.4
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.3
0.15*0.3L=3.4
0.3
0.3
0.15*0.3L=3.4
0.3
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
VB304 / Cubierta
Refuerzo
2#428
[email protected]
2#428
0.2*0.3L=1.9
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.3
0.2*0.3L=1.9
0.3
0.3
0.2*0.3L=1.9
0.3
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
V401 / PlacaTanque
Refuerzo
3#447.99
[email protected]
[email protected]
[email protected]
[email protected]
3#447.99
0.3
0.3*0.3L=3.9
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
Nombre Principal
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Nombre Auxiliar
NSR-10 DES - NSR-10 No sísmico
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
0.3*0.3L=3.9
0.3
0.3
0.3*0.3L=3.9
0.3
Memorias de Vigas
0.3
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
V402 / PlacaTanque
Refuerzo
3#448.73
[email protected]
[email protected]
Areas de refuerzo
cm²
3.9
2.6
1.3
-01.3
2.6
3.9
0.3*0.3L=3.97
0.235
0.175
0.12
0.06
-0-
0.3
0.3*0.3L=3.97
0.3
0.3
0.3*0.3L=3.97
0.3
0.3
V403 / PlacaTanque
Refuerzo
3#428.01
[email protected]
Areas de refuerzo
cm²
Areas cortante
( cm²/ cm)
[email protected]
[email protected]
[email protected]
3#428.01
0.3*0.3L=1.9
0.3
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
0.3
0.3*0.3L=1.9
0.3
0.3
0.3*0.3L=1.9
0.3
0.3
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
V404 / PlacaTanque
Refuerzo
3#428
[email protected]
Areas de refuerzo
cm²
[email protected]
[email protected]
[email protected]
3#428
0.3
Areas cortante
( cm²/ cm)
[email protected]
3#448.73
0.3
Areas cortante
( cm²/ cm)
[email protected]
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
0.3
0.3
0.3*0.3L=1.9
0.3*0.3L=1.9
0.3*0.3L=1.9
VB401 / PlacaTanque
0.3
0.3
0.3
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
3.9
2.6
1.3
-01.3
2.6
3.9
0.235
0.175
0.12
0.06
-0-
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 DES - NSR-10 No sísmico
VB401 / PlacaTanque
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Refuerzo
2#428
[email protected]
2#428
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
0.3
0.2*0.3L=1.9
0.3
0.3
0.2*0.3L=1.9
0.3
0.3
0.2*0.3L=1.9
0.3
2.6
1.7
0.9
-00.9
1.7
2.6
0.055
0.04
0.025
0.015
-0-
Memorias de Vigas
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 No sísmico
Memorias de Vigas
VTA 301 / Viguetas
Refuerzo
1#440
[email protected]
1#541
0.12*0.3L=3.1
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.3
2
1.3
0.7
-00.7
1.3
2
0.025
0.02
0.015
0.005
-0-
0.3
0.12*0.3L=3.1
0.3
0.3
0.12*0.3L=3.1
0.3
2
1.3
0.7
-00.7
1.3
2
0.025
0.02
0.015
0.005
-0-
0.3
VTA 302 / Viguetas
1#420 - 2ª fila
Refuerzo
1#455
[email protected]
Areas de refuerzo
cm²
[email protected]
1#477.3
0.150.12*0.3L=0.54
Areas cortante
( cm²/ cm)
1#535
[email protected]
[email protected]
4
2.7
1.3
-01.3
2.7
4
0.025
0.02
0.015
0.005
-0-
0.12*0.3L=4.81
0.3
0.150.12*0.3L=0.54
0.12*0.3L=4.81
0.3
0.150.12*0.3L=0.54
0.12*0.3L=1.18
0.3
0.12*0.3L=4.81
0.3
0.12*0.3L=1.18
0.3
0.12*0.3L=1.18
0.3
0.15
0.15
0.15
VTA 303 / Viguetas
1#415 - 2ª fila
1#425 - 2ª fila
Refuerzo
1#474.2
[email protected]
[email protected]
Areas de refuerzo
cm²
[email protected]
1#474.2
0.150.12*0.3L=0.41
Areas cortante
( cm²/ cm)
[email protected]
3.3
2.2
1.1
-01.1
2.2
3.3
0.025
0.02
0.015
0.005
-0-
0.150.12*0.3L=0.41
0.150.12*0.3L=0.41
0.12*0.3L=4.63
0.3
0.3
0.12*0.3L=4.63
0.3
0.3
0.12*0.3L=4.63
0.3
0.3
VTA 304 / Viguetas
1#525
1#445
Refuerzo
1#520 - 2ª fila
[email protected]
[email protected]
1#420
1#460.9
0.12*0.3L=0.29
0.15
0.3
0.12*0.3L=4.75
0.3
0.12*0.3L=1.18
0.12*0.3L=1.18
0.12*0.3L=1.18
0.15
0.15
0.15
3.3
2.2
1.1
-01.1
2.2
3.3
0.025
0.02
0.015
0.005
-0-
4
2.7
1.3
-01.3
2.7
4
0.025
0.02
0.015
0.005
-0-
Nombre Principal
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Nombre Auxiliar
NSR-10 No sísmico
4
2.7
1.3
-01.3
2.7
4
0.06
0.045
0.03
0.015
-0-
0.12*0.3L=0.29
0.15
0.12*0.3L=0.29
0.15
Memorias de Vigas
0.12*0.3L=4.75
0.3
0.3
0.12*0.3L=4.75
0.3
0.3
4
2.7
1.3
-01.3
2.7
4
0.06
0.045
0.03
0.015
-0-
VTA 305 / Viguetas
1#520 - 2ª fila
Refuerzo
1#525
1#445
[email protected]
[email protected]
[email protected]
1#425
1#460.9
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.15
4
2.7
1.3
-01.3
2.7
4
0.085
0.065
0.04
0.02
-0-
0.12*0.3L=4.87
0.3
0.15
0.12*0.3L=4.87
0.3
0.15
0.3
0.3
0.12*0.3L=4.87
0.3
0.3
4
2.7
1.3
-01.3
2.7
4
0.085
0.065
0.04
0.02
-0-
VTA 306 / Viguetas
Refuerzo
1#461
[email protected]
1#635 - 2ª fila
1#663
0.12*0.3L=5
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.5
4.3
2.9
1.4
-01.4
2.9
4.3
0.12*0.3L=5
0.5
0.025
0.02
0.015
0.005
-0-
0.3
0.3
0.12*0.3L=5
0.5
0.3
4.3
2.9
1.4
-01.4
2.9
4.3
0.025
0.02
0.015
0.005
-0-
VTA 307 / Viguetas
1#425 - 2ª fila
1#415 - 2ª fila
Refuerzo
1#545
1#490
[email protected]
[email protected]
1#420 - 2ª fila
1#445
0.12*0.3L=0.92
0.15
1#490
0.12*0.3L=5.15
0.3
0.3
1#415 - 2ª fila
Refuerzo
1#490
[email protected]
[email protected]
1#490
0.12*0.3L=1.9
Areas de refuerzo
cm²
0.3
4
2.7
1.3
-01.3
2.7
4
0.15
0.12*0.3L=0.92
0.3
0.3
0.12*0.3L=3.1
0.12*0.3L=5.15
0.3
0.3
4
2.7
1.3
-01.3
2.7
4
Nombre Principal
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
Areas cortante
( cm²/ cm)
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
Nombre Auxiliar
NSR-10 No sísmico
4
2.7
1.3
-01.3
2.7
4
0.025
0.02
0.015
0.005
-00.025
0.02
0.015
0.005
-0-
0.12*0.3L=1.9
0.3
0.15
0.12*0.3L=0.92
4
2.7
1.3
-01.3
2.7
4
0.3
0.12*0.3L=5.15
0.3
0.12*0.3L=1.9
0.3
0.12*0.3L=3.1
0.3
Memorias de Vigas
0.12*0.3L=3.1
0.3
0.3
0.025
0.02
0.015
0.005
-0-
0.025
0.02
0.015
0.005
-0-
0.3
VTA 201 / Viguetas
Refuerzo
1#440
[email protected]
1#541
0.12*0.3L=3.1
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.3
2
1.3
0.7
-00.7
1.3
2
0.025
0.02
0.015
0.005
-0-
0.3
0.12*0.3L=3.1
0.3
0.3
0.12*0.3L=3.1
0.3
0.3
2
1.3
0.7
-00.7
1.3
2
0.025
0.02
0.015
0.005
-0-
VTA 202 / Viguetas
1#420 - 2ª fila
Refuerzo
1#455
[email protected]
Areas de refuerzo
cm²
[email protected]
1#477.3
0.150.12*0.3L=0.54
Areas cortante
( cm²/ cm)
1#535
[email protected]
[email protected]
4
2.7
1.3
-01.3
2.7
4
0.025
0.02
0.015
0.005
-0-
0.150.12*0.3L=0.54
0.150.12*0.3L=0.54
0.12*0.3L=4.81
0.3
0.12*0.3L=4.81
0.3
0.12*0.3L=1.18
0.3
0.12*0.3L=4.81
0.3
0.12*0.3L=1.18
0.3
0.12*0.3L=1.18
0.3
0.15
0.15
0.15
VTA 203 / Viguetas
1#415 - 2ª fila
1#425 - 2ª fila
Refuerzo
1#474.2
[email protected]
Areas de refuerzo
cm²
[email protected]
[email protected]
1#474.2
0.150.12*0.3L=0.41
Areas cortante
( cm²/ cm)
[email protected]
3.3
2.2
1.1
-01.1
2.2
3.3
0.025
0.02
0.015
0.005
-0-
0.150.12*0.3L=0.41
0.150.12*0.3L=0.41
0.3
0.3
0.3
VTA 204 / Viguetas
0.12*0.3L=4.63
0.12*0.3L=4.63
0.12*0.3L=4.63
0.3
0.3
0.3
0.12*0.3L=1.18
0.12*0.3L=1.18
0.12*0.3L=1.18
0.15
0.15
0.15
3.3
2.2
1.1
-01.1
2.2
3.3
0.025
0.02
0.015
0.005
-0-
4
2.7
1.3
-01.3
2.7
4
0.025
0.02
0.015
0.005
-0-
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 No sísmico
Memorias de Vigas
VTA 204 / Viguetas
1#525
1#445
Refuerzo
1#520 - 2ª fila
[email protected]
[email protected]
1#420
1#460.9
0.12*0.3L=0.29
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.15
4
2.7
1.3
-01.3
2.7
4
0.06
0.045
0.03
0.015
-0-
0.12*0.3L=0.29
0.15
0.12*0.3L=0.29
0.15
0.12*0.3L=4.75
0.3
0.3
0.12*0.3L=4.75
0.3
0.3
0.12*0.3L=4.75
0.3
0.3
4
2.7
1.3
-01.3
2.7
4
0.06
0.045
0.03
0.015
-0-
VTA 205 / Viguetas
1#520 - 2ª fila
Refuerzo
1#525
1#445
[email protected]
[email protected]
[email protected]
1#425
1#460.9
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.15
4
2.7
1.3
-01.3
2.7
4
0.085
0.065
0.04
0.02
-0-
0.12*0.3L=4.87
0.3
0.15
0.12*0.3L=4.87
0.3
0.15
0.3
0.3
0.12*0.3L=4.87
0.3
0.3
4
2.7
1.3
-01.3
2.7
4
0.085
0.065
0.04
0.02
-0-
VTA 206 / Viguetas
Refuerzo
1#461
[email protected]
1#635 - 2ª fila
1#663
0.12*0.3L=5
Areas cortante
( cm²/ cm)
Areas de refuerzo
cm²
0.5
4.3
2.9
1.4
-01.4
2.9
4.3
0.12*0.3L=5
0.5
0.025
0.02
0.015
0.005
-0-
0.3
0.3
0.12*0.3L=5
0.5
0.3
4.3
2.9
1.4
-01.4
2.9
4.3
0.025
0.02
0.015
0.005
-0-
VTA 207 / Viguetas
1#425 - 2ª fila
1#415 - 2ª fila
Refuerzo
1#545
[email protected]
1#490
[email protected]
1#420 - 2ª fila
1#445
0.15
0.12*0.3L=0.92
0.3
1#490
0.12*0.3L=5.15
0.3
Nombre Principal
Nombre Auxiliar
Dirección
Propietario
Diseño Arquitectónico
DC-CAD3 Licenciado a:
Contenido
Norma
Código Nimbus
NSR-10 No sísmico
Memorias de Vigas
1#415 - 2ª fila
Refuerzo
1#490
[email protected]
[email protected]
1#490
0.12*0.3L=1.9
Areas de refuerzo
cm²
4
2.7
1.3
-01.3
2.7
4
Areas cortante
( cm²/ cm)
Areas cortante
( cm²/ cm)
4
2.7
1.3
-01.3
2.7
4
Areas de refuerzo
cm²
0.3
0.025
0.02
0.015
0.005
-00.025
0.02
0.015
0.005
-0-
0.15
0.12*0.3L=0.92
0.15
0.3
0.12*0.3L=0.92
0.3
0.3
0.12*0.3L=3.1
0.3
0.3
0.3
0.12*0.3L=3.1
0.3
0.3
4
2.7
1.3
-01.3
2.7
4
4
2.7
1.3
-01.3
2.7
4
0.12*0.3L=5.15
0.3
0.12*0.3L=1.9
0.12*0.3L=3.1
0.12*0.3L=5.15
0.3
0.12*0.3L=1.9
0.3
0.3
0.025
0.02
0.015
0.005
-0-
0.025
0.02
0.015
0.005
-0-
ANEXO 3 - DISEÑO DE ELEMENTOS DE
CIMENTACIÓN
Proyecto: VIVIENDA UNIFAMILIAR
DISEÑO DE ZAPATAS EXCÉNTRICAS A6-B6-C6
DISEÑO DE ZAPATAS TIPICAS
P1 (kN) =
DATOS DE CARGA
15.0
P2 (kN) =
180.0
ACERO
fy (Mpa) =
Ey (MPa) =
a (kN/m3) =
420
200
78
DATOS DE MATERIALES
CONCRETO
f'c (MPa) =
Ec (GPa) =
c (kN/m3) =
b1 (m) =
c1 (m) =
21
17.9
24.0
DATOS DE COLUMNAS
a3 (m) =
0.3
a4 (m) =
0.3
0.3
0.3
DATOS DE VIGA DE CONTRAPESO
H vig (m) =
0.3
b vig (m) =
0.3
d vig (m) =
0.225
adm (MPa) =
DATOS DEL SUELO
adm (tonf/m2) =
0.1
Acero principal
zapata medianera
Acero
secundario
zapata
medianera
10.0
DATOS DE ZAPATAS
ZAPATA MEDIANERA
ZAPATA CENTRAL
A inicial zap (m2) =
A inicial zap (m2) =
0.15
1.80
a1 calculado (m) =
ccalculado (m) =
0.66
1.34
a1 (m) =
c (m) =
1.50
0.80
a2 calculado (m) =
bcalculado (m) =
0.23
1.34
a2 (m) =
b (m) =
1.50
0.80
hmayor (m) =
hmayor (m) =
0.30
0.30
hmenor (m) =
hmenor (m) =
0.30
0.30
Wzap 2 (kN) =
Wzap 1 (kN) =
4.61
16.20
L (m) =
2.20
DATOS DE EXCENTRICIDAD Y DISTANCIA d
Excentricidad e (m)
Distancia d (m)
0.25
0.650
DATOS DE REACCIONES SIN R
ZAPATA MEDIANERA
ZAPATA CENTRAL
R2 (kN) =
R1 (kN) =
19.61
196.20
2 (MPa) =
1 (MPa) =
0.031
0.087
2 (Tonf/m2) =
1 (Tonf/m2) =
3.06
8.72
SOBRE CARGA R
R (kN) =
DATOS DE REACCIONES CON R
ZAPATA MEDIANERA
ZAPATA CENTRAL
R2 (kN) =
R1 (kN) =
17.51
177.49
2.51
COMPROBACIÓN DE CAPACIDAD PORTANTE
neto1 (MPa) =
0.027
neto2 (MPa) =
0.079
2.74
<
10.0
O.K. SUELO
1 (Tonf/m2) =
2.74
2 (Tonf/m2) =
7.89
7.89
<
10.0
O.K. SUELO
1 DE
Proyecto:
DISEÑO DE VIGA DE CONTRAPESO
DISEÑO POR FLEXIÓN
Mn (kNm) =
Md (kNm) =
3.9
d vig (m) =
 nec =
As nec (cm2) =
Refuerzo =
W R1 zap. (kN/m) =
V1 (kN) =
V2 (kN) =
Vborde col (kN) =
V(d) (kN) =
Xo (m) =
Vu (kN) =
Vc (kN) =
Vs (kN) =
s max estribos (m) =
Av (cm2) =
Vs (kN) =
Vn (kN) =
291.05
DISEÑO DE ZAPATA MEDIANERA
DISEÑO POR FLEXIÓN
Mu (kNm) =
M (kNm) =
0.7
5.8
0.225
m=
23.53
 min =
0.0010
0.0033
0.70
As min (cm2) =
2.23
As (cm2) =
2.23
2.58
2#4
DISEÑO POR CORTANTE
21.89
Reacción longitudinal bajo zapata
3.28
Columna arriba
Columna abajo
-11.72
Borde Columna
-8.43
A borde de zapata
2.51
Zona con cortante 0
0.535
Cortante de diseño viga
12.65
Cortante resistente concreto
39.44
Cortante necesario por estribos
-26.79
0.05
s max (m)
0.04
2 ramales #3
1.42
Cortante que aportan los estribos
251.61
Cortante resistente de viga
291.05
>
12.65
1.0
d zap (m) =
0.225
m=
23.53
 nec =
 min =
0.0001
0.0018
As nec (cm2) =
As min (cm2) =
0.12
4.32
As principal (cm2) =
4.32
Refuerzo principal
5.16 cm2
4#4
As secundario (cm2) =
1.35
Refuerzo secundario
2.58 cm2
2#4
DISEÑO POR CORTANTE
Vu (kN) =
8.2
V borde viga (kN) =
5.47
Vc (kN) =
Cortante resistente concreto
105.17
105.17
>
8.21
OK
DISEÑO DE ZAPATA CENTRADA
DISEÑO POR FLEXIÓN
SENTIDO PARALELO A a1
Ma1 (kNm) =
Mua1 (kNm) =
21.3
31.9
0.225
m=
23.53
 min =
0.0011
0.0018
As min (cm2) =
3.81
8.10
2
As a1 (cm ) =
8.10
Refuerzo As1
9.03 cm2
7#4
SENTIDO PARALELO A a2
Ma2 (kNm) =
Mua2 (kNm) =
31.9
21.3
d zap (m) =
0.225
m=
23.53
 nec =
 min =
0.0011
0.0018
As nec (cm2) =
As min (cm2) =
3.81
8.10
As a1 (cm2) =
8.10
9.03 cm2
Refuerzo As2
7#4
DISEÑO POR CORTANTE
ACCIÓN EN DOS DIRECCIONES
Vu (d/2) (kN) =
V (d/2) (kN) =
155.7
233.6
d1 (d/2) (m) =
0.225
d2 (d/2) (m) =
0.225
d (d/2) (m) =
0.23
s =
40
b0 (m) = 2.10
b=1
Vc1 (kN) =
828.2
Vc2 (kN) =
847.2
Vc3 (kN) =
535.9
Vc (kN) =
535.9
>
233.6
OK
535.9
ACCIÓN EN UNA DIRECCIÓN - PARALELO a1
Va1 (d) (kN) =
Vua1 (kN)
44.4
66.6
Vca1 (kN) =
197.19
d (m) =
0.225
>
66.6
OK
197.2
ACCIÓN EN UNA DIRECCIÓN - PARALELO a2
Va2 (d) (kN) =
Vua2 (kN)
44.4
66.6
Vca2 (kN) =
197.19
d (m) =
0.225
>
66.6
OK
197.2
d zap (m) =
 nec =
As nec (cm2) =
OK
2 DE
Proyecto: VIVIENDA UNIFAMILIAR
DISEÑO DE ZAPATAS EXCÉNTRICAS A5-B5-C5
DISEÑO DE ZAPATAS TIPICAS
P1 (kN) =
DATOS DE CARGA
110.0
P2 (kN) =
176.0
ACERO
fy (Mpa) =
Ey (MPa) =
3
a (kN/m ) =
420
200
78
DATOS DE MATERIALES
CONCRETO
f'c (MPa) =
Ec (GPa) =
3
c (kN/m ) =
b1 (m) =
c1 (m) =
21
17.9
24.0
DATOS DE COLUMNAS
a3 (m) =
0.3
a4 (m) =
0.3
0.3
0.3
DATOS DE VIGA DE CONTRAPESO
H vig (m) =
0.3
b vig (m) =
0.3
d vig (m) =
0.225
adm (MPa) =
DATOS DEL SUELO
adm (tonf/m2) =
0.1
Acero principal
zapata medianera
Acero
secundario
zapata
medianera
10.0
DATOS DE ZAPATAS
ZAPATA MEDIANERA
ZAPATA CENTRAL
A inicial zap (m2) =
A inicial zap (m2) =
1.10
1.76
a1 calculado (m) =
ccalculado (m) =
1.78
1.33
a1 (m) =
c (m) =
1.50
1.80
a2 calculado (m) =
bcalculado (m) =
0.62
1.33
a2 (m) =
b (m) =
1.50
0.80
hmayor (m) =
hmayor (m) =
0.30
0.30
hmenor (m) =
hmenor (m) =
0.30
0.30
Wzap 2 (kN) =
Wzap 1 (kN) =
10.37
16.20
L (m) =
3.40
DATOS DE EXCENTRICIDAD Y DISTANCIA d
Excentricidad e (m)
Distancia d (m)
0.25
0.650
DATOS DE REACCIONES SIN R
ZAPATA MEDIANERA
ZAPATA CENTRAL
R1 (kN) =
R2 (kN) =
120.37
192.20
1 (MPa) =
1 (Tonf/m2) =
0.084
8.36
2 (MPa) =
2 (Tonf/m2) =
SOBRE CARGA R
0.085
8.54
R (kN) =
DATOS DE REACCIONES CON R
ZAPATA MEDIANERA
ZAPATA CENTRAL
R2 (kN) =
R1 (kN) =
119.55
166.45
neto1 (MPa) =
1 (Tonf/m2) =
0.083
8.30
neto2 (MPa) =
2 (Tonf/m2) =
9.55
COMPROBACIÓN DE CAPACIDAD PORTANTE
0.074
7.40
8.30
7.40
1 DE
<
<
10.0
10.0
O.K. SUELO
O.K. SUELO
Proyecto: #¡REF!
DISEÑO DE VIGA DE CONTRAPESO
DISEÑO POR FLEXIÓN
Mn (kNm) =
Md (kNm) =
26.3
d vig (m) =
 nec =
As nec (cm2) =
Refuerzo =
W R1 zap. (kN/m) =
V1 (kN) =
V2 (kN) =
Vborde col (kN) =
V(d) (kN) =
Xo (m) =
Vu (kN) =
Vc (kN) =
Vs (kN) =
s max estribos (m) =
Av (cm2) =
Vs (kN) =
Vn (kN) =
291.05
DISEÑO DE ZAPATA MEDIANERA
DISEÑO POR FLEXIÓN
Mu (kNm) =
M (kNm) =
18.7
39.4
0.225
m=
23.53
 min =
0.0075
0.0033
5.08
As min (cm2) =
2.23
As (cm2) =
5.08
5.97
3#5
DISEÑO POR CORTANTE
149.44
Reacción longitudinal bajo zapata
22.42
Columna arriba
-87.58
Columna abajo
-65.17
Borde Columna
9.55
A borde de zapata
0.586
Zona con cortante 0
97.75
Cortante de diseño viga
39.44
Cortante resistente concreto
58.31
Cortante necesario por estribos
0.05
s max (m)
0.04
1.42
251.61
291.05
>
0.225
m=
23.53
 min =
0.0019
0.0018
As min (cm2) =
3.37
4.32
2
As principal (cm ) =
4.32
5.16 cm2
Refuerzo principal
4#4
As secundario (cm2) =
4.05
Refuerzo secundario
5.16 cm2
4#4
DISEÑO POR CORTANTE
Vu (kN) =
74.7
V borde viga (kN) =
49.81
Vc (kN) =
105.17
Cortante resistente concreto
105.17
>
74.72
OK
DISEÑO DE ZAPATA CENTRADA
DISEÑO POR FLEXIÓN
SENTIDO PARALELO A a1
Ma1 (kNm) =
Mua1 (kNm) =
20.0
30.0
0.225
m=
23.53
 min =
0.0011
0.0018
As min (cm2) =
3.57
8.10
2
As a1 (cm ) =
8.10
Refuerzo As1
9.03 cm2
7#4
SENTIDO PARALELO A a2
Ma2 (kNm) =
Mua2 (kNm) =
30.0
20.0
d zap (m) =
0.225
m=
23.53
 nec =
 min =
0.0011
0.0018
As nec (cm2) =
As min (cm2) =
3.57
8.10
As a1 (cm2) =
8.10
Refuerzo As2
9.03 cm2
7#4
DISEÑO POR CORTANTE
ACCIÓN EN DOS DIRECCIONES
Vu (d/2) (kN) =
V (d/2) (kN) =
146.1
219.1
d1 (d/2) (m) =
0.225
d2 (d/2) (m) =
0.225
d (d/2) (m) =
0.23
s =
40
b0 (m) = 2.10
b=1
Vc1 (kN) =
828.2
Vc2 (kN) =
847.2
Vc3 (kN) =
535.9
Vc (kN) =
535.9
>
219.1
OK
535.9
ACCIÓN EN UNA DIRECCIÓN - PARALELO a1
Va1 (d) (kN) =
Vua1 (kN)
41.6
62.4
Vca1 (kN) =
197.19
d (m) =
0.225
>
62.4
OK
197.2
ACCIÓN EN UNA DIRECCIÓN - PARALELO a2
Va2 (d) (kN) =
Vua2 (kN)
41.6
62.4
Vca2 (kN) =
197.19
d (m) =
0.225
>
62.4
OK
197.2
d zap (m) =
 nec =
As nec (cm2) =
2 ramales #3
Cortante que aportan los estribos
Cortante resistente de viga
97.75
28.0
d zap (m) =
 nec =
As nec (cm2) =
OK
2 DE
Proyecto: VIVIENDA UNIFAMILIAR
DISEÑO DE ZAPATAS EXCÉNTRICAS A-4 B-4 C-4
DISEÑO DE ZAPATAS TIPICAS
P1 (kN) =
DATOS DE CARGA
322.0
P2 (kN) =
567.0
ACERO
fy (Mpa) =
Ey (MPa) =
a (kN/m3) =
420
200
78
DATOS DE MATERIALES
CONCRETO
f'c (MPa) =
Ec (GPa) =
c (kN/m3) =
b1 (m) =
c1 (m) =
21
17.9
24.0
DATOS DE COLUMNAS
a3 (m) =
0.3
a4 (m) =
0.3
0.3
0.3
DATOS DE VIGA DE CONTRAPESO
H vig (m) =
0.45
b vig (m) =
0.4
d vig (m) =
0.375
adm (MPa) =
DATOS DEL SUELO
2
adm (tonf/m ) =
0.1
Acero principal
zapata medianera
Acero
secundario
zapata
medianera
10.0
DATOS DE ZAPATAS
ZAPATA MEDIANERA
ZAPATA CENTRAL
A inicial zap (m2) =
A inicial zap (m2) =
3.22
5.67
ccalculado (m) =
a1 calculado (m) =
3.05
2.38
a1 (m) =
c (m) =
3.20
2.00
bcalculado (m) =
a2 calculado (m) =
1.06
2.38
a2 (m) =
b (m) =
1.20
2.80
hmayor (m) =
hmayor (m) =
0.45
0.45
hmenor (m) =
hmenor (m) =
0.45
0.45
Wzap 1 (kN) =
Wzap 2 (kN) =
41.47
60.48
L (m) =
4.00
DATOS DE EXCENTRICIDAD Y DISTANCIA d
Excentricidad e (m)
Distancia d (m)
0.45
1.050
DATOS DE REACCIONES SIN R
ZAPATA MEDIANERA
ZAPATA CENTRAL
R1 (kN) =
R2 (kN) =
363.47
627.48
1 (MPa) =
1 (Tonf/m2) =
0.095
9.47
2 (MPa) =
2 (Tonf/m2) =
SOBRE CARGA R
0.112
11.21
R (kN) =
DATOS DE REACCIONES CON R
ZAPATA MEDIANERA
ZAPATA CENTRAL
R2 (kN) =
R1 (kN) =
368.07
520.93
neto1 (MPa) =
1 (Tonf/m2) =
0.096
9.59
neto2 (MPa) =
2 (Tonf/m2) =
46.07
COMPROBACIÓN DE CAPACIDAD PORTANTE
0.093
9.30
9.59
9.30
1 DE
<
<
10.0
10.0
O.K. SUELO
O.K. SUELO
Proyecto: #¡REF!
DISEÑO DE VIGA DE CONTRAPESO
DISEÑO POR FLEXIÓN
Mn (kNm) =
Md (kNm) =
135.9
d vig (m) =
 nec =
As nec (cm2) =
Refuerzo =
W R1 zap. (kN/m) =
V1 (kN) =
V2 (kN) =
Vborde col (kN) =
V(d) (kN) =
Xo (m) =
Vu (kN) =
Vc (kN) =
Vs (kN) =
s max estribos (m) =
Av (cm2) =
Vs (kN) =
Vn (kN) =
506.99
DISEÑO DE ZAPATA MEDIANERA
DISEÑO POR FLEXIÓN
Mu (kNm) =
M (kNm) =
112.7
169.1
d zap (m) =
0.375
m=
23.53
 nec = 0.0027
 min =
0.0018
As nec (cm2) =
As min (cm2) =
12.33
9.72
As principal (cm2) =
12.33
Refuerzo principal
13.93 cm2
7#5
As secundario (cm2) =
11.34
Refuerzo secundario
11.94 cm2
6#5
DISEÑO POR CORTANTE
Vu (kN) =
V borde viga (kN) = 161.03
241.5
Vc (kN) = 262.93
Cortante resistente concreto
262.93
>
241.55
OK
203.9
0.375
m=
23.53
 min =
0.0110
0.0033
16.52
As min (cm2) =
4.95
As (cm2) =
16.52
17.33
4#6+3#6
DISEÑO POR CORTANTE
306.73
Reacción longitudinal bajo zapata
46.01
Columna arriba
Columna abajo
-275.99
Borde Columna
-229.98
A borde de zapata
46.07
Zona con cortante 0
0.900
Cortante de diseño viga
344.97
Cortante resistente concreto
87.64
Cortante necesario por estribos
257.33
0.05
s max (m)
0.04
2 ramales #3
1.42
Cortante que aportan los estribos
419.34
Cortante resistente de viga
506.99
>
344.97
DISEÑO DE ZAPATA CENTRADA
DISEÑO POR FLEXIÓN
SENTIDO PARALELO A a1
Ma1 (kNm) =
Mua1 (kNm) =
94.1
d zap (m) =
 nec =
As nec (cm2) =
OK
0.375
m=
 min =
0.0010
As min (cm2) =
10.07
2
As a1 (cm ) =
Refuerzo As1
Ma2 (kNm) =
d zap (m) =
 nec =
As nec (cm2) =
141.1
23.53
0.0018
22.68
22.68
23.88 cm2
12#5
SENTIDO PARALELO A a2
Mua2 (kNm) =
218.0
145.3
0.375
m=
23.53
 min =
0.0021
0.0018
2
As min (cm ) =
15.77
16.20
2
As a1 (cm ) =
16.20
Refuerzo As2
17.91 cm2
9#5
DISEÑO POR CORTANTE
ACCIÓN EN DOS DIRECCIONES
Vu (d/2) (kN) =
V (d/2) (kN) =
478.5
717.8
d1 (d/2) (m) =
0.375
d2 (d/2) (m) =
0.375
d (d/2) (m) =
0.38
s =
40
b0 (m) = 2.70
b= 1
Vc1 (kN) =
1774.7
Vc2 (kN) =
2182.3
Vc3 (kN) =
1148.4
Vc (kN) =
1148.4
>
717.8
OK
1148.4
ACCIÓN EN UNA DIRECCIÓN - PARALELO a1
Va1 (d) (kN) =
Vua1 (kN)
123.7
185.6
Vca1 (kN) =
d (m) =
0.375
613.49
>
185.6
OK
613.5
ACCIÓN EN UNA DIRECCIÓN - PARALELO a2
Va2 (d) (kN) =
Vua2 (kN)
162.8
244.2
Vca2 (kN) =
d (m) =
0.375
438.21
>
244.2
OK
438.2
2 DE
ANEXO 4 - DISEÑO DE MUROS NO
ESTRUCTURALES.
Proyecto: VIVIENDA UNIFAMILIAR
DISEÑO DE ELEMENTOS NO ESTRUCTURALES
L
Fp
TIPO DE ELEMENTO:
S/ TABLA A-9
4
GRADO DE DESEMPEÑO:
ap=
Rp=
Wm=
hn=
Sa=
Muro Fachada
Mamposteria Reforzada apoyada arriba y abajo
BAJO
1.0
1.5
(Humedos)
0.525
ton/m
5.60
m
0.700
As=
0.700
(1) Fp=ax ap / Rp * Wm > (2) Fp=Aa I /2 * Wm
Donde :
(3) ax= Sa * ( hx / heq ), hx > heq
DATOS DEL ANALISIS SISMICO DEL EDIFICIO
PISO
P2
hx
2.80
heq
4.20
ax
0.70
Fp (1)
0.25
UTILIZANDO LA FORMULA (1) Fp=
UTILIZANDO LA FORMULA (2) Fp=
LUEGO Fp=
Fp (2)
0.05
0.245
0.053
0.245
Aa
0.20
ton/m
ton/m
ton/m
ANALISIS
L=
2.50
m.
→
Mr=
0.107
ton m /m
→
As=
r=
j=
0.55 cm2
0.00055
0.921
CADA
1.29
m.
DISEÑO
Fy=
d=
n=
4200
10.0
66.0
COLOCAR VARILLA #
kg/cm2
cm
3
Utilizando mampostería confinada
Aferencia=
2.5
m.
Mu=
0.38
ton.m.
b=
20
cm
h=
12
cm
As=
1.69
cm2
Columnetas de seccion
Refuerzo
A=
B=
C=
R=
20
2#4
x
12
11.8
-1
0.01033
0.01205
Cada / 2.5
I
1.00
Proyecto: VIVIENDA UNIFAMILIAR
DISEÑO DE ELEMENTOS NO ESTRUCTURALES
TIPO DE ELEMENTO:
S/ TABLA A-9
GRADO DE DESEMPEÑO:
ap=
Rp=
Wm=
hn=
Sa=
0.700
L
Fp
Muro Divisorio
11
Muros divisorios de altura total
BAJO
1.0 (Humedos)
0.5 ton/m
0.51 m
5.80
As=
0.700
(1) Fp=ax ap / Rp * Wm > (2) Fp=Aa I /2 * Wm
(3) ax= Sa * ( hx / heq ), hx > heq
Donde :
DATOS DEL ANALISIS SISMICO DEL EDIFICIO
PISO
P2
hx
2.80
heq
4.35
ax
0.70
Fp (1)
0.71
Fp (2)
0.05
Aa
0.20
UTILIZANDO LA FORMULA (1) Fp=
UTILIZANDO LA FORMULA (2) Fp=
LUEGO Fp=
0.711
0.051
0.711
ANALISIS
→
Mr=
0.301
→
As=
r=
j=
1.64 cm2
0.00164
0.877
4
CADA
0.77
A=
B=
C=
R=
11.8
-1
0.01423
0.0181
15
Cada / 2.5
L=
2.42
m.
Fy=
d=
n=
4200
10.0
66.0
kg/cm2
cm
ton/m
ton/m
ton/m
ton m /m
DISEÑO
COLOCAR VARILLA #
Utilizando mampostería confinada
Aferencia=
2.5
m.
Mu=
1.08
ton.m.
b=
20
cm
h=
15
cm
As=
3.62
cm2
Columnetas de seccion
Refuerzo
20
3#4
x
m.
I
1.00
Proyecto: VIVIENDA UNIFAMILIAR
DISEÑO DE ELEMENTOS NO ESTRUCTURALES
TIPO DE ELEMENTO:
VOLADIZO
S/ TABLA A-9
5
GRADO DE DESEMPEÑO:
BAJO
ap=
2.5
No ductiles
Rp=
1.5
ton/m
Wm=
0.51
hn=
5.80
m
Sa=
0.70
L
Fp
Mamposteria Reforzada apoyada abajo
(1) Fp=ax ap / Rp * Wm > (2) Fp=Aa I /2 * Wm
Donde :
(3) ax= Sa * ( hx / heq ), hx > heq
DATOS DEL ANALISIS SISMICO DEL EDIFICIO
PISO
2
hx
2.80
heq
4.35
ax
0.45
Fp (1)
0.38
Fp (2)
0.05
Aa
0.20
I
1.00
ton m /m
UTILIZANDO LA FORMULA (1) Fp=
UTILIZANDO LA FORMULA (2) Fp=
LUEGO Fp=
0.382
0.051
0.382
ton/m
ton/m
ton/m
ANALISIS
m.
→
Mr=
0.120
DISEÑO
kg/cm2
cm
→
As=
r=
j=
0.83 cm2
0.00111
0.914
3
CADA
0.85
m.
L=
0.90
Fy=
d=
n=
4200
7.5
40.0
COLOCAR VARIILA #
Utilizando mampostería confinada
Aferencia=
2.5
m.
Mu=
0.43
ton.m.
b=
20
cm
h=
20
cm
As=
0.78
cm2
A=
B=
C=
R=
11.8
-1
0.002524053
0.002604071