Memorias de calculo edificio multifamiliar la sultana

CALCULO ESTRUCTURAL

PROYECTO EDIFICIO MULTIFAMILIAR LA SULTANA

LOTE LA SULTANA YUMBO

Valle del Cauca

INGENIERO LUIS CARLOS QUINTERO A.

T.P. 76202092505VLL

NOVIEMBRE 2.014

Proyecto Edificio Multifamiliar La Sultana Yumbo-Valle

CALCULO ESTRUCTURALES INGENIERO LUIS CARLOS QUINTERO

Oficina Calle 3 No. 12-05 Buga – Valle cel: 3136536398

CALCULO ESTRUCTURAL

PROYECTO EDIFICIO MULTIFAMILIAR LA SULTANA

LOTE LA SULTANA YUMBO

Valle del Cauca

NOVIEMBRE 2.014




ANALISIS DE ESTRUCTURA APORTICADA EN CONCRETO SEGÚN NSR-10

INTRODUCCIÓN Este es un proyecto que consta de una edificación de apartamentos de 5 pisos, para uso de vivienda multifamiliar, el cual contara con una escalera con holl central, el área total por piso es de 471.5 m 2 aproximadamente. Después de tener definido el diseño arquitectónico, se continúo con el cálculo adecuado de la configuración estructural, teniendo en cuenta su ubicación en zona de amenaza sísmica alta, y partiendo para la estructura de un pre dimensionamiento que cumple a cabalidad las exigencias del decreto 1.400/84. Se evaluó las cargas de acuerdo al título “B” de las NSR-10 y se evaluaron las cargas de sismo por el Método de análisis dinámico elástico y Método de la Fuerza Horizontal Equivalente (Capítulo A.3.4) y se evaluó las Derivas de acuerdo a los requisitos del capítulo A.6. La sismo resistencia es una propiedad o capacidad que se provee a la edificación con el fin de proteger la vida y los bienes de las personas que la ocupan. Aunque se presenten daños, en el caso de un sismo muy fuerte, una edificación sismo resistente no colapsara y contribuirá a que no haya pérdida de vidas ni perdida de la propiedad.




1. ESPECIFICACIONES DE DISEÑO

1.1. PROYECTO

- Edificación de 5 niveles - Edificio en mampostería Estructural - Uso proyectado: edificio Vivienda multifamiliar - Calculo estructural: Ing. Luis Carlos Quintero 1.2. NORMAS DE DISEÑO

- Normas Colombianas de Diseño y Construcción Sismorresistente N.S.R-10: Ley 400 del 1997: Decreto 33 de 1998. 1.3. SISTEMA ESTRUCTURAL

- Muros de mampostería reforzada de bloque de perforación vertical (DES), con

Capacidad Especial de Disipación de Energía(DES) Ro=3.5 de Tabla A.3-1 - Sistema de Cimentación Zapatas corridas apoyados sobre pilotes 1.4. MATERIALES

1.4.1. Concreto: Cimentación: fć= 21Mpa(210kg/cm2) Porticos: fć= 21Mpa(210kg/cm2) Pedestales: fć=21Mpa(210kg/cm2)

1.4.2. Acero de refuerzo: fy: 420 Mpa(4200kg/cm2): ''8/3 fy: 260 Mpa(2600kg/cm2): ''4/1

CIMENTACIÓN

- Tipo: zapatas corridas- Nivel de cimentación: -1.0 m después de relleno granular- Capacidad portante vertical del suelo: 1.5 kg/cm2- Tipo: Pilotes Diámetro 40cms- Nivel de cimentación: -3.0 m - Capacidad portante vertical del suelo: 2.46 kg/cm2




1.6. PARÁMETROS SÍSMICOS

1.6.1. ZONA DE AMENAZA SÍSMICA- NSR-10 A.2.3 El proyecto se encuentra ubicado en el Municipio de Yumbo departamento del Valle del Cauca, para el cual según la tabla del Apendice A-4, se encuentra un Coeficiente de aceleración horizontal pico efectivo Aa de 0.25 y Coeficiente de Velocidad horizontal pico efectiva Av de 0.25 , siendo considerada una zona de amenaza sísmica alta. 1.6.2. EFECTOS LOCALES – NSR-10 A.2.4 De acuerdo al estudio de suelos, el suelo de acuerdo a la clasificación hecha en el titulo A de la norma es tipo “C”, con un coeficiente de sitio de Fa=1.15 y Fv=1.55

1.6.3. COEFICIENTE DE IMPORTANCIA – NSR-10 A.2.5 El proyecto se encuentra enmarcado dentro de las definiciones del grupo de uso I (A.2.5.1.4), Estructuras de ocupación normal — Todas la edificaciones cubiertas por el alcance de este Reglamento, pero que no se han incluido en los Grupos II, III y IV., el Coeficiente de Importancia I es igual a 1.1

Cálculos estructurales Ing. Luis Carlos Quintero M.P. 76202092505VLL

ÍNDICE

1.- VERSIÓN DEL PROGRAMA Y NÚMERO DE LICENCIA 2

2.- DATOS GENERALES DE LA ESTRUCTURA 2

3.- NORMAS CONSIDERADAS 2

4.- ACCIONES CONSIDERADAS 2

4.1.- Gravitatorias 2

4.2.- Viento 2

4.3.- Sismo 3

4.3.1.- Datos generales de sismo 3

4.4.- Hipótesis de carga 4

4.5.- Empujes en muros 4

5.- ESTADOS LÍMITE 4

6.- SITUACIONES DE PROYECTO 5

6.1.- Coeficientes parciales de seguridad () y coeficientes de combinación () 5

6.2.- Combinaciones 8

7.- DATOS GEOMÉTRICOS DE GRUPOS Y PLANTAS 10

8.- DATOS GEOMÉTRICOS DE PILARES, PANTALLAS Y MUROS 11

8.1.- Muros 11

9.- LOSAS Y ELEMENTOS DE CIMENTACIÓN 39

10.- MATERIALES UTILIZADOS 39

10.1.- Hormigones 39

10.2.- Aceros por elemento y posición 40

10.2.1.- Aceros en barras 40

10.2.2.- Aceros en perfiles 40

10.3.- Muros de bloques de hormigón 40

Listado de datos de la obra

EDIFICIO DE APTOS EN MAMPOSTERIA ESTRUCTURAL Edificio Multifamiliar La

Sultana Yumbo-Valle Fecha: 07/12/14

Cálculos Estructurales Ing. Luis Carlos Quintero A. M.P. 762020925505VLL

1.- VERSIÓN DEL PROGRAMA Y NÚMERO DE LICENCIA Versión: 2014

Número de licencia: 108121

2.- DATOS GENERALES DE LA ESTRUCTURA Proyecto: EDIFICIO DE APTOS EN MAMPOSTERIA ESTRUCTURAL Edificio Multifamiliar La Sultana Yumbo-

Valle

Clave: EDIFICIO5M

3.- NORMAS CONSIDERADAS Hormigón: NSR-10

Aceros conformados: AISI S100-2007 (LRFD)

Aceros laminados y armados: ANSI/AISC 360-10 (LRFD)

Categoría de uso: General

4.- ACCIONES CONSIDERADAS

4.1.- Gravitatorias

Planta S.C.U (t/m²)

Cargas muertas (t/m²)

cubierta 0.05 0.10

5 Piso 0.18 0.30

4 Piso 0.18 0.30

3 Piso 0.18 0.30

2 Piso 0.18 0.30

1 Piso 0.18 0.30

Cimentación 0.00 0.00

4.2.- Viento

Reglamento colombiano de construcción sismo resistente

NSR-10 Capítulo B.6 - Fuerzas de viento

Categoría del terreno: Categoría D

Velocidad básica del viento: 35.00 m/s

Categoría II

Anchos de banda

Plantas Ancho de banda Y

(m)

Ancho de banda X

(m)

En todas las plantas 21.80 25.30

Se realiza análisis de los efectos de 2º orden

Valor para multiplicar los desplazamientos 1.00

Coeficientes de Cargas





+X: 1.00 -X:1.00

+Y: 1.00 -Y:1.00

Cargas de viento

Planta Viento X

(t) Viento Y

(t)

cubierta 2.483 2.947

5 Piso 4.847 5.757

4 Piso 4.700 5.586

3 Piso 4.505 5.360

2 Piso 4.399 5.239

1 Piso 0.000 0.000

4.3.- Sismo

Norma utilizada: NSR-10

Reglamento Colombiano de Construcción Sismo Resistente (2010)

Método de cálculo: Análisis dinámico espectral (NSR-10, A.3.4.2.2)

4.3.1.- Datos generales de sismo

Caracterización del emplazamiento

Aa: Aceleración horizontal pico efectiva (NSR-10, A.2.2) Aa : 0.25 g

Av: Velocidad horizontal pico efectiva (NSR-10, A.2.2) Av : 0.25 g

Vm: Velocidad media de onda de cortante (NSR-10, A.2.4.3) Vm : 180.00 m/s

Sistema estructural

R0X: Coeficiente de disipación de energía básico (X) (NSR-10, A.3) R0X : 3.50

R0Y: Coeficiente de disipación de energía básico (Y) (NSR-10, A.3) R0Y : 3.50

a: Coeficiente de irregularidad en altura (NSR-10, A.3.3.5) a : 1.00

p: Coeficiente de irregularidad en planta (NSR-10, A.3.3.4) p : 1.00

rX: Coeficiente por ausencia de redundancia (X) (NSR-10, A.3.3.8) rX : 1.00

rY: Coeficiente por ausencia de redundancia (Y) (NSR-10, A.3.3.8) rY : 1.00

Geometría en altura (NSR-10, A.3.3.4 y A.3.3.5): Regular

Estimación del periodo fundamental de la estructura: Según norma

Tipología estructural (X): I

Tipología estructural (Y): I

h: Altura del edificio h : 12.60 m

Tipo de edificación (NSR-10, A.2.5): I





Parámetros de cálculo

Número de modos de vibración que intervienen en el análisis: Según norma

Fracción de sobrecarga de uso : 0.00

Fracción de sobrecarga de nieve : 0.00

Factor multiplicador del espectro : 1.00



Criterio de armado a aplicar por ductilidad: Especial (DES)

Direcciones de análisis

Acción sísmica según X

Acción sísmica según Y

Proyección en planta de la obra

4.4.- Hipótesis de carga

Automáticas Peso propio

Cargas muertas

Sobrecarga de uso

Sismo X Sismo Y

Viento +X exc.+

Viento +X exc.- Viento -X exc.+

Viento -X exc.-

Viento +Y exc.+ Viento +Y exc.-

Viento -Y exc.+

Viento -Y exc.-

4.5.- Empujes en muros





5.- ESTADOS LÍMITE

E.L.U. de rotura. Hormigón

E.L.U. de rotura. Hormigón en cimentaciones

NSR-10

Tensiones sobre el terreno Desplazamientos

Acciones características

6.- SITUACIONES DE PROYECTO Para las distintas situaciones de proyecto, las combinaciones de acciones se definirán de acuerdo con los

siguientes criterios:

- Situaciones persistentes o transitorias

- Situaciones sísmicas

- Donde:

Gk Acción permanente

Qk Acción variable

AE Acción sísmica

G Coeficiente parcial de seguridad de las acciones permanentes

Q,1 Coeficiente parcial de seguridad de la acción variable principal

Q,i Coeficiente parcial de seguridad de las acciones variables de acompañamiento

AE Coeficiente parcial de seguridad de la acción sísmica

6.1.- Coeficientes parciales de seguridad () y coeficientes de combinación ()

Para cada situación de proyecto y estado límite los coeficientes a utilizar serán:

E.L.U. de rotura. Hormigón: NSR-10

E.L.U. de rotura. Hormigón en cimentaciones: NSR-10

(C.9-1)

Coeficientes parciales de seguridad ()

Favorable Desfavorable

Carga permanente (G) 1.400 1.400

Sobrecarga (Q)

Viento (Q)

(C.9-2 Lr)


Gj kj Qi ki

j 1 i 1

G Q

EGj kj A E Qi ki

j 1 i 1

G A Q







Sobrecarga (Q) 0.000 1.600

Viento (Q)

(C.9-2 S)





Viento (Q)

(C.9-3 Lr, L)





Viento (Q)

(C.9-3 S, L)





Viento (Q)

(C.9-3 Lr, W)




Sobrecarga (Q)

Viento (Q) 0.000 0.500

(C.9-3 S, W)




Sobrecarga (Q)

Viento (Q) 0.000 0.500





(C.9-4 Lr)





Viento (Q) 1.000 1.000

(C.9-4 S)





Viento (Q) 1.000 1.000

(C.9-5)





Viento (Q)

Sismo (E) -1.000 1.000

Notas: Las solicitaciones obtenidas de los resultados del análisis en cada una de las direcciones

ortogonales se combinarán con el 30 % de los de la otra.

(C.9-6)




Sobrecarga (Q)

Viento (Q) 0.000 1.000

(C.9-7)




Sobrecarga (Q)

Viento (Q)

Sismo (E) -1.000 1.000





(C.9-7)



Notas: Las solicitaciones obtenidas de los resultados del análisis en cada una de las direcciones

ortogonales se combinarán con el 30 % de los de la otra.

Tensiones sobre el terreno

Acciones variables sin sismo





Viento (Q) 0.000 1.000

Sísmica





Viento (Q)

Sismo (E) -1.000 1.000

Desplazamientos

Acciones variables sin sismo





Viento (Q) 0.000 1.000

Sísmica





Viento (Q)

Sismo (E) -1.000 1.000





6.2.- Combinaciones

Nombres de las hipótesis

PP Peso propio

CM Cargas muertas

Qa Sobrecarga de uso

V(+X exc.+) Viento +X exc.+

V(+X exc.-) Viento +X exc.-

V(-X exc.+) Viento -X exc.+

V(-X exc.-) Viento -X exc.-

V(+Y exc.+) Viento +Y exc.+

V(+Y exc.-) Viento +Y exc.-

V(-Y exc.+) Viento -Y exc.+

V(-Y exc.-) Viento -Y exc.-

SX Sismo X

SY Sismo Y

E.L.U. de rotura. Hormigón

E.L.U. de rotura. Hormigón en cimentaciones

Comb. PP CM Qa V(+X exc.+) V(+X exc.-) V(-X exc.+) V(-X exc.-) V(+Y exc.+) V(+Y exc.-) V(-Y exc.+) V(-Y exc.-) SX SY

1 1.400 1.400

2 1.200 1.200

3 1.200 1.200 1.600

4 1.200 1.200 1.000

5 1.200 1.200 0.500 1.000

6 1.200 1.200 1.000

7 1.200 1.200 0.500 1.000

8 1.200 1.200 1.000

9 1.200 1.200 0.500 1.000

10 1.200 1.200 1.000

11 1.200 1.200 0.500 1.000

12 1.200 1.200 1.000

13 1.200 1.200 0.500 1.000

14 1.200 1.200 1.000

15 1.200 1.200 0.500 1.000

16 1.200 1.200 1.000

17 1.200 1.200 0.500 1.000

18 1.200 1.200 1.000

19 1.200 1.200 0.500 1.000

20 1.200 1.200 -0.300 -1.000

21 1.200 1.200 0.500 -0.300 -1.000

22 1.200 1.200 0.300 -1.000

23 1.200 1.200 0.500 0.300 -1.000

24 1.200 1.200 -1.000 -0.300

25 1.200 1.200 0.500 -1.000 -0.300

26 1.200 1.200 -1.000 0.300

27 1.200 1.200 0.500 -1.000 0.300

28 1.200 1.200 0.300 1.000

29 1.200 1.200 0.500 0.300 1.000

30 1.200 1.200 -0.300 1.000

31 1.200 1.200 0.500 -0.300 1.000

32 1.200 1.200 1.000 0.300






33 1.200 1.200 0.500 1.000 0.300

34 1.200 1.200 1.000 -0.300

35 1.200 1.200 0.500 1.000 -0.300

36 0.900 0.900

37 0.900 0.900 1.000

38 0.900 0.900 1.000

39 0.900 0.900 1.000

40 0.900 0.900 1.000

41 0.900 0.900 1.000

42 0.900 0.900 1.000

43 0.900 0.900 1.000

44 0.900 0.900 1.000

45 0.900 0.900 -0.300 -1.000

46 0.900 0.900 0.300 -1.000

47 0.900 0.900 -1.000 -0.300

48 0.900 0.900 -1.000 0.300

49 0.900 0.900 0.300 1.000

50 0.900 0.900 -0.300 1.000

51 0.900 0.900 1.000 0.300

52 0.900 0.900 1.000 -0.300

Tensiones sobre el terreno

Desplazamientos


1 1.000 1.000

2 1.000 1.000 1.000

3 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000

6 1.000 1.000 1.000 1.000

7 1.000 1.000 1.000

8 1.000 1.000 1.000 1.000

9 1.000 1.000 1.000

10 1.000 1.000 1.000 1.000

11 1.000 1.000 1.000

12 1.000 1.000 1.000 1.000

13 1.000 1.000 1.000

14 1.000 1.000 1.000 1.000

15 1.000 1.000 1.000

16 1.000 1.000 1.000 1.000

17 1.000 1.000 1.000

18 1.000 1.000 1.000 1.000

19 1.000 1.000 -1.000

20 1.000 1.000 1.000 -1.000

21 1.000 1.000 1.000

22 1.000 1.000 1.000 1.000

23 1.000 1.000 -1.000

24 1.000 1.000 1.000 -1.000

25 1.000 1.000 1.000

26 1.000 1.000 1.000 1.000





7.- DATOS GEOMÉTRICOS DE GRUPOS Y PLANTAS

Grupo Nombre del grupo Planta Nombre planta Altura Cota

6 cubierta 6 cubierta 2.52 12.60

5 5 Piso 5 5 Piso 2.52 10.08

4 4 Piso 4 4 Piso 2.52 7.56

3 3 Piso 3 3 Piso 2.52 5.04

2 2 Piso 2 2 Piso 2.52 2.52

1 1 Piso 1 1 Piso 1.00 0.00

0 Cimentación -1.00

8.- DATOS GEOMÉTRICOS DE PILARES, PANTALLAS Y MUROS

8.1.- Muros

- Las coordenadas de los vértices inicial y final son absolutas.

- Las dimensiones están expresadas en metros.

Datos geométricos del muro

Referencia Tipo muro GI- GF Vértices Inicial Final

Planta Dimensiones Izquierda+Derecha=Total

M1 Muro de bloques de Arcilla 0-6 ( 2.68, 20.75) ( 7.32, 20.75) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12







M6 Muro de bloques de Arcilla 0-6 ( 0.06, 15.05) ( -1.06, 15.05) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

M7 Muro de bloques de Arcilla 0-6 ( -1.06, 15.05) ( -1.06, 11.27) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

M8 Muro de bloques de Arcilla 0-6 ( -1.06, 11.27) ( 1.61, 11.27) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12








0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12








0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

M76 Muro de bloques de Arcilla 0-6 ( -1.05, 8.55) ( -1.05, 4.80) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12







M81 Muro de bloques de Arcilla 0-6 ( 1.60, 8.55) ( -1.05, 8.55) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

M83 Muro de bloques de Arcilla 0-6 ( -1.05, 4.80) ( 1.60, 4.80) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

M88 Muro de bloques de Arcilla 0-6 ( 2.68, 0.45) ( 2.68, -0.93) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12








0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

M94 Muro de bloques de Arcilla 0-6 ( 2.68, -0.93) ( 7.32, -0.93) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12








0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12








0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

M141 Muro de bloques de Arcilla 0-6 ( 22.66, -0.93) ( 18.02, -0.93) 6 5 4 3 2 1

0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12








0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12


0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12








0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12 0.06+0.06=0.12

Empujes y zapata del muro

Referencia Empujes Zapata del muro

M1 Empuje izquierdo:

Sin empujes

Empuje derecho:

Sin empujes

Zapata corrida: 0.600 x 0.300

Vuelos: izq.:0.24 der.:0.24 canto:0.30


Sin empujes

Empuje derecho: Sin empujes




Sin empujes Empuje derecho:

Sin empujes



M4 Empuje izquierdo: Sin empujes

Empuje derecho:

Sin empujes

Zapata corrida: 0.600 x 0.300 Vuelos: izq.:0.24 der.:0.24 canto:0.30


Empuje derecho:

Sin empujes



Sin empujes






Sin empujes




Empuje derecho:

Sin empujes



Empuje derecho:

Sin empujes



Sin empujes






Sin empujes










Sin empujes




Empuje derecho:

Sin empujes



Empuje derecho:

Sin empujes



Sin empujes






Sin empujes




Empuje derecho:

Sin empujes



Empuje derecho:

Sin empujes



Sin empujes






Sin empujes





Sin empujes




Empuje derecho:

Sin empujes



Sin empujes





Sin empujes











Sin empujes




Empuje derecho:

Sin empujes



Empuje derecho:

Sin empujes



Sin empujes






Sin empujes




Empuje derecho:

Sin empujes



Empuje derecho:

Sin empujes



Sin empujes






Sin empujes



9.- LOSAS Y ELEMENTOS DE CIMENTACIÓN -Tensión admisible en situaciones persistentes: 2.46 kp/cm²

-Tensión admisible en situaciones accidentales: 3.00 kp/cm²

10.- MATERIALES UTILIZADOS

10.1.- Hormigones

Elemento Hormigón fck

(kp/cm²) c

Tamaño máximo del árido (mm)

Todos f'c=210 210 1.00 19





10.2.- Aceros por elemento y posición

10.2.1.- Aceros en barras

Elemento Acero fyk

(kp/cm²) s

Todos Grado 60 (Latinoamérica) 4200 1.00

10.2.2.- Aceros en perfiles

Tipo de acero para perfiles Acero Límite elástico

(kp/cm²)

Módulo de elasticidad

(kp/cm²)

Acero conformado ASTM A 36 36 ksi 2548 2069317

Acero laminado ASTM A 36 36 ksi 2548 2038736

10.3.- Muros de ladrillo estructural en arcilla

Acero barras verticales Grado 60 (Latinoamérica)

Acero barras horizontales Grade 40




ANALISIS SISMICO

ÍNDICE

1.- SISMO 2

1.1.- Datos generales de sismo 2

1.2.- Espectro de cálculo 3

1.2.1.- Espectro elástico de aceleraciones 3

1.2.2.- Espectro de diseño de aceleraciones 4

1.3.- Coeficientes de participación 5

1.4.- Centro de masas, centro de rigidez y excentricidades de cada planta 12

1.5.- Corrección por cortante basal 13

1.5.1.- Cortante dinámico CQC 13

1.5.2.- Cortante basal estático 18

1.5.3.- Verificación de la condición de cortante basal 19

Justificación de la acción sísmica

EDIFICIO DE APTOS EN MAMPOSTERIA ESTRUCTURAL

Edificio Multifamiliar La Sultana Yumbo Valle Fecha: 07/12/14


1.- SISMO

Norma utilizada: NSR-10

Reglamento Colombiano de Construcción Sismo Resistente (2010)

Método de cálculo: Análisis dinámico espectral (NSR-10, A.3.4.2.2)

1.1.- Datos generales de sismo

Caracterización del emplazamiento



Vm: Velocidad media de onda de cortante (NSR-10, A.2.4.3) Vm : 180.00 m/s

Sistema estructural








Estimación del periodo fundamental de la estructura: Según norma




Tipo de edificación (NSR-10, A.2.5): I

Parámetros de cálculo

Número de modos de vibración que intervienen en el análisis: Según norma

Fracción de sobrecarga de uso : 0.00

Fracción de sobrecarga de nieve : 0.00

Factor multiplicador del espectro : 1.00



Criterio de armado a aplicar por ductilidad: Especial (DES)

Direcciones de análisis





Acción sísmica según X

Acción sísmica según Y

Proyección en planta de la obra

1.2.- Espectro de cálculo

1.2.1.- Espectro elástico de aceleraciones

Coef.Amplificación:

El valor máximo de las ordenadas espectrales es 0.812 g.

NSR-10 (A.2.6.1)

Parámetros necesarios para la definición del espectro



Fa: Coeficiente de amplificación de la aceleración en zona de periodos cortos (NSR-10,

Tabla A.2.4-3) Fa : 1.30

Tipo de perfil de suelo (NSR-10, A.2.4) Suelo : D


Fv: Coeficiente de amplificación de la aceleración en zona de periodos intermedios (NSR-

10, Tabla A.2.4-4) Fv : 1.90

ae a aS 2.5 A F I CT Tv v

ae

1.2 A F IS

T

C LT T T

v v Lae 2

1.2 A F T IS

T

LT T





Tipo de perfil de suelo (NSR-10, A.2.4) Suelo : D


I: Coeficiente de importancia (NSR-10, A.2.5) I : 1.00

Tipo de edificación: I

Tc: Periodo correspondiente a la transición entre la zona de aceleración constante y la parte descendente del mismo (NSR-10, A.2.6.1) Tc : 0.70 s

Tl: Periodo correspondiente al inicio de la zona de desplazamiento aproximadamente constante (NSR-10, A.2.6.1) Tl : 4.56 s

1.2.2.- Espectro de diseño de aceleraciones

El espectro de diseño sísmico se obtiene reduciendo el espectro elástico por el coeficiente (R) correspondiente a cada dirección de análisis.

Coeficiente de capacidad de disipación de energía (NSR-10, A.3.3.3)

RX: Coeficiente de capacidad de disipación de energía de diseño (X)

RY: Coeficiente de capacidad de disipación de energía de diseño (Y)

RXi: Coeficiente de capacidad de disipación de energía (X) RXi : 3.50

RYi: Coeficiente de capacidad de disipación de energía (Y) RYi : 3.50

Donde:







NSR-10 (A.3.7)

v vC

a a

A FT 0.48

A F

L vT 2.4 F

aea

SS

RX Xi YiR MIN(R ,1.25·R )

Y Yi XiR MIN(R ,1.25·R )X a p r 0XR · · ·R Y a p r 0YR · · ·R





Espectro de diseño según X

Espectro de diseño según Y

1.3.- Coeficientes de participación

Modo T Lx Ly Lgz Mx My Hipótesis X(1) Hipótesis Y(1)

Modo 1 0.342 0.1571 0.0076 0.9875 0.05 % 0 %

R = 3.5

A = 2.277 m/s² D = 6.74288 mm

R = 3.5

A = 2.277 m/s² D = 6.74288 mm

Modo 2 0.334 0.3554 0.0007 0.9347 0.05 % 0 %

R = 3.5

A = 2.277 m/s²

D = 6.43781 mm

R = 3.5

A = 2.277 m/s²

D = 6.43781 mm

Modo 3 0.332 0.3805 0.0091 0.9247 0.05 % 0 % R = 3.5 A = 2.277 m/s²

D = 6.34771 mm

R = 3.5 A = 2.277 m/s²

D = 6.34771 mm

Modo 4 0.329 0.1424 0.0055 0.9898 0.05 % 0 %

R = 3.5

A = 2.277 m/s² D = 6.22591 mm

R = 3.5

A = 2.277 m/s² D = 6.22591 mm

Modo 5 0.327 0.3383 0.0011 0.941 0.04 % 0 %

R = 3.5

A = 2.277 m/s²

D = 6.15226 mm

R = 3.5

A = 2.277 m/s²

D = 6.15226 mm

Modo 6 0.313 0.3989 0.0126 0.9169 0.05 % 0 % R = 3.5 A = 2.277 m/s²

D = 5.64756 mm

R = 3.5 A = 2.277 m/s²

D = 5.64756 mm

Modo 7 0.301 0.3671 0.0087 0.9301 0.06 % 0 %

R = 3.5

A = 2.277 m/s² D = 5.22843 mm

R = 3.5

A = 2.277 m/s² D = 5.22843 mm

Modo 8 0.300 0.3417 0.0076 0.9398 0.06 % 0 %

R = 3.5

A = 2.277 m/s²

D = 5.20294 mm

R = 3.5

A = 2.277 m/s²

D = 5.20294 mm

Modo 9 0.299 0.3818 0.0102 0.9242 0.09 % 0 % R = 3.5 A = 2.277 m/s²

D = 5.15401 mm

R = 3.5 A = 2.277 m/s²

D = 5.15401 mm

Modo 10 0.299 0.1441 0.0477 0.9884 0 % 0 %

R = 3.5

A = 2.277 m/s² D = 5.15203 mm

R = 3.5

A = 2.277 m/s² D = 5.15203 mm






Modo 11 0.295 0.1424 0.0112 0.9897 0.2 % 0 % R = 3.5 A = 2.277 m/s²

D = 5.00831 mm

R = 3.5 A = 2.277 m/s²

D = 5.00831 mm

Modo 12 0.289 0.2395 0.0068 0.9709 0.16 % 0 %

R = 3.5

A = 2.277 m/s² D = 4.80234 mm

R = 3.5

A = 2.277 m/s² D = 4.80234 mm

Modo 13 0.286 0.1229 0.0087 0.9924 0.23 % 0 %

R = 3.5

A = 2.277 m/s²

D = 4.71416 mm

R = 3.5

A = 2.277 m/s²

D = 4.71416 mm

Modo 14 0.275 0.2501 0.0084 0.9682 0.13 % 0 %

R = 3.5

A = 2.277 m/s²

D = 4.37006 mm

R = 3.5

A = 2.277 m/s²

D = 4.37006 mm

Modo 15 0.280 0.6536 0.0596 0.7545 0.04 % 0 % R = 3.5 A = 2.277 m/s²

D = 4.52653 mm

R = 3.5 A = 2.277 m/s²

D = 4.52653 mm

Modo 16 0.278 0.247 0.0082 0.969 0.14 % 0 %

R = 3.5

A = 2.277 m/s² D = 4.44983 mm

R = 3.5

A = 2.277 m/s² D = 4.44983 mm

Modo 17 0.275 0.3045 0.0155 0.9524 0.13 % 0 %

R = 3.5

A = 2.277 m/s²

D = 4.36338 mm

R = 3.5

A = 2.277 m/s²

D = 4.36338 mm

Modo 18 0.274 0.3823 0.0267 0.9236 0.04 % 0 % R = 3.5 A = 2.277 m/s²

D = 4.31525 mm

R = 3.5 A = 2.277 m/s²

D = 4.31525 mm

Modo 19 0.266 0.2608 0.0023 0.9654 0.12 % 0 %

R = 3.5

A = 2.277 m/s² D = 4.07157 mm

R = 3.5

A = 2.277 m/s² D = 4.07157 mm

Modo 20 0.273 0.2748 0.0076 0.9615 0.13 % 0 %

R = 3.5

A = 2.277 m/s²

D = 4.28484 mm

R = 3.5

A = 2.277 m/s²

D = 4.28484 mm

Modo 21 0.257 0.3158 0.0172 0.9487 0.14 % 0 % R = 3.5 A = 2.277 m/s²

D = 3.80983 mm

R = 3.5 A = 2.277 m/s²

D = 3.80983 mm

Modo 22 0.255 0.3646 0.0001 0.9312 0.08 % 0 %

R = 3.5

A = 2.277 m/s² D = 3.7519 mm

R = 3.5

A = 2.277 m/s² D = 3.7519 mm

Modo 23 0.241 0.2516 0.0081 0.9678 0.08 % 0 %

R = 3.5

A = 2.277 m/s²

D = 3.34059 mm

R = 3.5

A = 2.277 m/s²

D = 3.34059 mm

Modo 24 0.236 0.2598 0.0092 0.9656 0.03 % 0 % R = 3.5 A = 2.277 m/s²

D = 3.21991 mm

R = 3.5 A = 2.277 m/s²

D = 3.21991 mm

Modo 25 0.229 0.3098 0.0073 0.9508 0.12 % 0 %

R = 3.5

A = 2.277 m/s² D = 3.03657 mm

R = 3.5

A = 2.277 m/s² D = 3.03657 mm

Modo 26 0.232 0.3084 0.0002 0.9513 0.1 % 0 %

R = 3.5

A = 2.277 m/s²

D = 3.09639 mm

R = 3.5

A = 2.277 m/s²

D = 3.09639 mm

Modo 27 0.231 0.3521 0.0208 0.9357 0.07 % 0 % R = 3.5 A = 2.277 m/s²

D = 3.08093 mm

R = 3.5 A = 2.277 m/s²

D = 3.08093 mm






Modo 28 0.230 0.4173 0.0261 0.9084 0.04 % 0 % R = 3.5 A = 2.277 m/s²

D = 3.05833 mm

R = 3.5 A = 2.277 m/s²

D = 3.05833 mm

Modo 29 0.228 0.4968 0.0002 0.8679 0.06 % 0 %

R = 3.5

A = 2.277 m/s² D = 2.98804 mm

R = 3.5

A = 2.277 m/s² D = 2.98804 mm

Modo 30 0.227 0.5691 0.0334 0.8216 0.04 % 0 %

R = 3.5

A = 2.277 m/s²

D = 2.98119 mm

R = 3.5

A = 2.277 m/s²

D = 2.98119 mm

Modo 31 0.223 0.1983 0.003 0.9801 0.05 % 0 %

R = 3.5

A = 2.277 m/s²

D = 2.86192 mm

R = 3.5

A = 2.277 m/s²

D = 2.86192 mm

Modo 32 0.222 0.426 0.0304 0.9042 0.03 % 0 % R = 3.5 A = 2.277 m/s²

D = 2.83086 mm

R = 3.5 A = 2.277 m/s²

D = 2.83086 mm

Modo 33 0.219 0.2154 0.0086 0.9765 0.11 % 0 %

R = 3.5

A = 2.277 m/s² D = 2.76659 mm

R = 3.5

A = 2.277 m/s² D = 2.76659 mm

Modo 34 0.214 0.1934 0.0051 0.9811 0.09 % 0 %

R = 3.5

A = 2.277 m/s²

D = 2.6381 mm

R = 3.5

A = 2.277 m/s²

D = 2.6381 mm

Modo 35 0.214 0.1537 0.0106 0.9881 0.08 % 0 % R = 3.5 A = 2.277 m/s²

D = 2.63626 mm

R = 3.5 A = 2.277 m/s²

D = 2.63626 mm

Modo 36 0.207 0.1512 0.0043 0.9885 0.1 % 0 %

R = 3.5

A = 2.277 m/s² D = 2.46382 mm

R = 3.5

A = 2.277 m/s² D = 2.46382 mm

Modo 37 0.206 0.3149 0.0052 0.9491 0.04 % 0 %

R = 3.5

A = 2.277 m/s²

D = 2.45521 mm

R = 3.5

A = 2.277 m/s²

D = 2.45521 mm

Modo 38 0.206 0.3471 0.0066 0.9378 0.04 % 0 % R = 3.5 A = 2.277 m/s²

D = 2.4463 mm

R = 3.5 A = 2.277 m/s²

D = 2.4463 mm

Modo 39 0.188 0.2967 0.0029 0.955 0.44 % 0 %

R = 3.5

A = 2.277 m/s² D = 2.03218 mm

R = 3.5

A = 2.277 m/s² D = 2.03218 mm

Modo 40 0.188 0.1816 0.0301 0.9829 0 % 0 %

R = 3.5

A = 2.277 m/s²

D = 2.0294 mm

R = 3.5

A = 2.277 m/s²

D = 2.0294 mm

Modo 41 0.187 0.2856 0.0024 0.9583 0.2 % 0 % R = 3.5 A = 2.277 m/s²

D = 2.01709 mm

R = 3.5 A = 2.277 m/s²

D = 2.01709 mm

Modo 42 0.187 0.2764 0.0466 0.9599 0.01 % 0 %

R = 3.5

A = 2.277 m/s² D = 2.01513 mm

R = 3.5

A = 2.277 m/s² D = 2.01513 mm

Modo 43 0.183 0.6608 0.0737 0.747 0.04 % 0 %

R = 3.5

A = 2.277 m/s²

D = 1.93542 mm

R = 3.5

A = 2.277 m/s²

D = 1.93542 mm

Modo 44 0.182 0.1456 0.0038 0.9893 0.06 % 0 % R = 3.5 A = 2.277 m/s²

D = 1.91487 mm

R = 3.5 A = 2.277 m/s²

D = 1.91487 mm






Modo 45 0.182 0.4592 0.0474 0.8871 0.03 % 0 % R = 3.5 A = 2.277 m/s²

D = 1.91173 mm

R = 3.5 A = 2.277 m/s²

D = 1.91173 mm

Modo 46 0.182 0.1545 0.0015 0.988 0.08 % 0 %

R = 3.5

A = 2.277 m/s² D = 1.909 mm

R = 3.5

A = 2.277 m/s² D = 1.909 mm

Modo 47 0.182 0.1405 0.0037 0.9901 0.08 % 0 %

R = 3.5

A = 2.277 m/s²

D = 1.90351 mm

R = 3.5

A = 2.277 m/s²

D = 1.90351 mm

Modo 48 0.182 0.1399 0.0028 0.9902 0.09 % 0 %

R = 3.5

A = 2.277 m/s²

D = 1.90405 mm

R = 3.5

A = 2.277 m/s²

D = 1.90405 mm

Modo 49 0.176 0.4726 0.0154 0.8812 0.05 % 0 % R = 3.5 A = 2.277 m/s²

D = 1.79013 mm

R = 3.5 A = 2.277 m/s²

D = 1.79013 mm

Modo 50 0.175 0.5755 0.0258 0.8174 0.87 % 0 %

R = 3.5

A = 2.277 m/s² D = 1.76217 mm

R = 3.5

A = 2.277 m/s² D = 1.76217 mm

Modo 51 0.174 0.6309 0.005 0.7758 0.5 % 0 %

R = 3.5

A = 2.277 m/s²

D = 1.74705 mm

R = 3.5

A = 2.277 m/s²

D = 1.74705 mm

Modo 52 0.168 0.4757 0.0075 0.8796 0.11 % 0 % R = 3.5 A = 2.277 m/s²

D = 1.62906 mm

R = 3.5 A = 2.277 m/s²

D = 1.62906 mm

Modo 53 0.164 0.4952 0.0082 0.8687 2.79 % 0 %

R = 3.5

A = 2.277 m/s² D = 1.56027 mm

R = 3.5

A = 2.277 m/s² D = 1.56027 mm

Modo 54 0.158 0.9255 0.0031 0.3788 73.37 % 0 %

R = 3.5

A = 2.277 m/s²

D = 1.4401 mm

R = 3.5

A = 2.277 m/s²

D = 1.4401 mm

Modo 55 0.156 0.0058 0.0143 0.9999 0 % 0 % R = 3.5 A = 2.277 m/s²

D = 1.41209 mm

R = 3.5 A = 2.277 m/s²

D = 1.41209 mm

Modo 56 0.145 0.1598 0.0377 0.9864 0.46 % 0.03 %

R = 3.5

A = 2.277 m/s² D = 1.20499 mm

R = 3.5

A = 2.277 m/s² D = 1.20499 mm

Modo 57 0.144 0.2768 0.0628 0.9589 0.77 % 0.04 %

R = 3.5

A = 2.277 m/s²

D = 1.19404 mm

R = 3.5

A = 2.277 m/s²

D = 1.19404 mm

Modo 58 0.142 0.2277 0.1206 0.9662 0.25 % 0.07 % R = 3.5 A = 2.277 m/s²

D = 1.16129 mm

R = 3.5 A = 2.277 m/s²

D = 1.16129 mm

Modo 59 0.139 0.1772 0.1223 0.9765 0.25 % 0.12 %

R = 3.5

A = 2.277 m/s² D = 1.11067 mm

R = 3.5

A = 2.277 m/s² D = 1.11067 mm

Modo 60 0.134 0.0337 0.2356 0.9713 0.07 % 3.67 %

R = 3.5

A = 2.277 m/s²

D = 1.03971 mm

R = 3.5

A = 2.277 m/s²

D = 1.03971 mm

Modo 61 0.134 0.0676 0.0586 0.996 0.02 % 0.01 % R = 3.5 A = 2.277 m/s²

D = 1.03484 mm

R = 3.5 A = 2.277 m/s²

D = 1.03484 mm






Modo 62 0.133 0.033 0.7147 0.6987 0.01 % 5.67 % R = 3.5 A = 2.277 m/s²

D = 1.02479 mm

R = 3.5 A = 2.277 m/s²

D = 1.02479 mm

Modo 63 0.133 0.0725 0.7132 0.6972 0.02 % 2.17 %

R = 3.5

A = 2.277 m/s² D = 1.02182 mm

R = 3.5

A = 2.277 m/s² D = 1.02182 mm

Modo 64 0.133 0.0034 0.6601 0.7512 0 % 69.63 %

R = 3.5

A = 2.277 m/s²

D = 1.01281 mm

R = 3.5

A = 2.277 m/s²

D = 1.01281 mm

Modo 65 0.128 0.0497 0.0357 0.9981 0.08 % 0.04 %

R = 3.5

A = 2.277 m/s²

D = 0.94072 mm

R = 3.5

A = 2.277 m/s²

D = 0.94072 mm

Modo 66 0.123 0.0067 0.0127 0.9999 0.28 % 1.09 % R = 3.5 A = 2.277 m/s²

D = 0.86612 mm

R = 3.5 A = 2.277 m/s²

D = 0.86612 mm

Modo 67 0.122 0.0014 0.0061 1 0 % 0.03 %

R = 3.5

A = 2.277 m/s² D = 0.8553 mm

R = 3.5

A = 2.277 m/s² D = 0.8553 mm

Modo 68 0.119 0.0108 0.017 0.9998 0.02 % 0.04 %

R = 3.5

A = 2.277 m/s²

D = 0.81769 mm

R = 3.5

A = 2.277 m/s²

D = 0.81769 mm

Modo 69 0.118 0.16 0.0043 0.9871 0.02 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.80885 mm

R = 3.5 A = 2.277 m/s²

D = 0.80885 mm

Modo 70 0.119 0.0044 0.0132 0.9999 0 % 0 %

R = 3.5

A = 2.277 m/s² D = 0.81198 mm

R = 3.5

A = 2.277 m/s² D = 0.81198 mm

Modo 71 0.115 0.0514 0.007 0.9987 0.01 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.76459 mm

R = 3.5

A = 2.277 m/s²

D = 0.76459 mm

Modo 72 0.113 0.1129 0.0285 0.9932 0.02 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.73201 mm

R = 3.5 A = 2.277 m/s²

D = 0.73201 mm

Modo 73 0.112 0.041 0.0326 0.9986 0 % 0 %

R = 3.5

A = 2.277 m/s² D = 0.7175 mm

R = 3.5

A = 2.277 m/s² D = 0.7175 mm

Modo 74 0.111 0.0296 0.0043 0.9996 0.01 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.71296 mm

R = 3.5

A = 2.277 m/s²

D = 0.71296 mm

Modo 75 0.110 0.163 0.0208 0.9864 0.03 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.69801 mm

R = 3.5 A = 2.277 m/s²

D = 0.69801 mm

Modo 76 0.109 0.0699 0.0496 0.9963 0.09 % 0.05 %

R = 3.5

A = 2.277 m/s² D = 0.68192 mm

R = 3.5

A = 2.277 m/s² D = 0.68192 mm

Modo 77 0.109 0.0244 0.0605 0.9979 0.01 % 0.04 %

R = 3.5

A = 2.277 m/s²

D = 0.67959 mm

R = 3.5

A = 2.277 m/s²

D = 0.67959 mm

Modo 78 0.108 0.1054 0.0215 0.9942 0.14 % 0.01 % R = 3.5 A = 2.277 m/s²

D = 0.67229 mm

R = 3.5 A = 2.277 m/s²

D = 0.67229 mm






Modo 79 0.108 0.2754 0.015 0.9612 0.33 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.66971 mm

R = 3.5 A = 2.277 m/s²

D = 0.66971 mm

Modo 80 0.108 0.005 0.007 1 0.01 % 0.01 %

R = 3.5

A = 2.277 m/s² D = 0.66677 mm

R = 3.5

A = 2.277 m/s² D = 0.66677 mm

Modo 81 0.107 0.0913 0.0107 0.9958 0.02 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.66253 mm

R = 3.5

A = 2.277 m/s²

D = 0.66253 mm

Modo 82 0.107 0.0325 0.0034 0.9995 0.04 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.66127 mm

R = 3.5

A = 2.277 m/s²

D = 0.66127 mm

Modo 83 0.107 0.4424 0.0474 0.8956 0.04 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.65906 mm

R = 3.5 A = 2.277 m/s²

D = 0.65906 mm

Modo 84 0.107 0.2578 0.0559 0.9646 0.03 % 0 %

R = 3.5

A = 2.277 m/s² D = 0.65905 mm

R = 3.5

A = 2.277 m/s² D = 0.65905 mm

Modo 85 0.106 0.0387 0.0075 0.9992 0.22 % 0.01 %

R = 3.5

A = 2.277 m/s²

D = 0.6523 mm

R = 3.5

A = 2.277 m/s²

D = 0.6523 mm

Modo 86 0.106 0.1673 0.0172 0.9858 0.02 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.64907 mm

R = 3.5 A = 2.277 m/s²

D = 0.64907 mm

Modo 87 0.106 0.14 0.0029 0.9901 0.04 % 0 %

R = 3.5

A = 2.277 m/s² D = 0.64827 mm

R = 3.5

A = 2.277 m/s² D = 0.64827 mm

Modo 88 0.106 0.0228 0.0021 0.9997 0 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.64424 mm

R = 3.5

A = 2.277 m/s²

D = 0.64424 mm

Modo 89 0.105 0.1664 0.0778 0.983 0 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.63554 mm

R = 3.5 A = 2.277 m/s²

D = 0.63554 mm

Modo 90 0.105 0.1277 0.0018 0.9918 0.06 % 0 %

R = 3.5

A = 2.277 m/s² D = 0.63514 mm

R = 3.5

A = 2.277 m/s² D = 0.63514 mm

Modo 91 0.105 0.0329 0.0328 0.9989 0.01 % 0.01 %

R = 3.5

A = 2.277 m/s²

D = 0.63112 mm

R = 3.5

A = 2.277 m/s²

D = 0.63112 mm

Modo 92 0.105 0.0687 0.028 0.9972 0.01 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.63023 mm

R = 3.5 A = 2.277 m/s²

D = 0.63023 mm

Modo 93 0.104 0.0514 0.012 0.9986 0.17 % 0.01 %

R = 3.5

A = 2.277 m/s² D = 0.62871 mm

R = 3.5

A = 2.277 m/s² D = 0.62871 mm

Modo 94 0.104 0.0438 0.0172 0.9989 0.02 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.61923 mm

R = 3.5

A = 2.277 m/s²

D = 0.61923 mm

Modo 95 0.103 0.0712 0.0254 0.9971 0.12 % 0.02 % R = 3.5 A = 2.277 m/s²

D = 0.61113 mm

R = 3.5 A = 2.277 m/s²

D = 0.61113 mm






Modo 96 0.103 0.0021 0.1862 0.9825 0 % 0 % R = 3.5 A = 2.277 m/s²

D = 0.60913 mm

R = 3.5 A = 2.277 m/s²

D = 0.60913 mm

Modo 97 0.103 0.0616 0.0018 0.9981 0.02 % 0 %

R = 3.5

A = 2.277 m/s² D = 0.60823 mm

R = 3.5

A = 2.277 m/s² D = 0.60823 mm

Modo 98 0.102 0.145 0.0243 0.9891 0.02 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.60189 mm

R = 3.5

A = 2.277 m/s²

D = 0.60189 mm

Modo 99 0.102 0.5026 0.214 0.8376 0 % 0 %

R = 3.5

A = 2.277 m/s²

D = 0.59735 mm

R = 3.5

A = 2.277 m/s²

D = 0.59735 mm

Modo 100 0.101 0.0427 0.0173 0.9989 0.15 % 0.02 % R = 3.5 A = 2.277 m/s²

D = 0.59066 mm

R = 3.5 A = 2.277 m/s²

D = 0.59066 mm

Total 85.73 % 82.79 %

T: Periodo de vibración en segundos.

Lx, Ly: Coeficientes de participación normalizados en cada dirección del análisis.

Lgz: Coeficiente de participación normalizado correspondiente al grado de libertad rotacional.

Mx, My: Porcentaje de masa desplazada por cada modo en cada dirección del análisis.

R: Relación entre la aceleración de cálculo usando la ductilidad asignada a la estructura y la aceleración de

cálculo obtenida sin ductilidad.

A: Aceleración de cálculo, incluyendo la ductilidad.

D: Coeficiente del modo. Equivale al desplazamiento máximo del grado de libertad dinámico.

Representación de los periodos modales

Espectro de diseño según X

Espectro de diseño según Y





Se representa el rango de periodos abarcado por los modos estudiados, con indicación de los modos en los

que se desplaza más del 30% de la masa:

Hipótesis Sismo X1

Hipótesis modal

T (s)

A (g)

Modo 54 0.158 0.232

Hipótesis Sismo Y1

Hipótesis modal

T (s)

A (g)

Modo 64 0.133 0.232

1.4.- Centro de masas, centro de rigidez y excentricidades de cada planta

Planta c.d.m. (m)

c.d.r. (m)

eX (m)

eY (m)

cubierta (12.73, 10.04) (12.63, 9.87) 0.10 0.18

5 Piso (12.69, 9.99) (12.48, 10.25) 0.21 -0.26

4 Piso (12.70, 10.00) (12.51, 10.29) 0.19 -0.28

3 Piso (12.70, 10.00) (12.51, 10.29) 0.19 -0.28

2 Piso (12.70, 10.00) (12.49, 10.32) 0.21 -0.32

1 Piso (12.77, 10.10) (-, -) - -

c.d.m.: Coordenadas del centro de masas de la planta (X,Y)

c.d.r.: Coordenadas del centro de rigidez de la planta (X,Y)

eX: Excentricidad del centro de masas respecto al centro de rigidez (X)

eY: Excentricidad del centro de masas respecto al centro de rigidez (Y)

Representación gráfica del centro de masas y del centro de rigidez por planta

2 Piso

3 Piso





4 Piso

5 Piso

cubierta

1.5.- Corrección por cortante basal

1.5.1.- Cortante dinámico CQC

El cortante basal dinámico (Vd), por dirección e hipótesis sísmica, se obtiene mediante la combinación

cuadrática completa (CQC) de los cortantes en la base por hipótesis modal.

Hipótesis sísmica (X) Hipótesis modal VX (t)

Vd,X (t)

Sismo X1

Modo 1 0.25

382.23

Modo 2 0.24

Modo 3 0.25

Modo 4 0.25

Modo 5 0.21

Modo 6 0.25

Modo 7 0.31

Modo 8 0.28

Modo 9 0.43

Modo 10 0.01

Modo 11 0.96

Modo 12 0.80

Modo 13 1.12

Modo 14 0.66

Modo 15 0.20

Modo 16 0.68

Modo 17 0.65

Modo 18 0.21

Modo 19 0.60

Modo 20 0.65

Modo 21 0.67

Modo 22 0.40

Modo 23 0.41

Modo 24 0.14

Modo 25 0.60

Modo 26 0.47






Vd,X (t)

Modo 27 0.33

Modo 28 0.21

Modo 29 0.31

Modo 30 0.18

Modo 31 0.26

Modo 32 0.17

Modo 33 0.53

Modo 34 0.43

Modo 35 0.39

Modo 36 0.49

Modo 37 0.19

Modo 38 0.17

Modo 39 2.17

Modo 40 0.01

Modo 41 0.97

Modo 42 0.07

Modo 43 0.18

Modo 44 0.29

Modo 45 0.17

Modo 46 0.40

Modo 47 0.37

Modo 48 0.46

Modo 49 0.24

Modo 50 4.25

Modo 51 2.42

Modo 52 0.55

Modo 53 13.66

Modo 54 358.64

Modo 55 0.00

Modo 56 2.24

Modo 57 3.75

Modo 58 1.24

Modo 59 1.22

Modo 60 0.36

Modo 61 0.08

Modo 62 0.06

Modo 63 0.11

Modo 64 0.01

Modo 65 0.38

Modo 66 1.41

Modo 67 0.01

Modo 68 0.08

Modo 69 0.08

Modo 70 0.00

Modo 71 0.03

Modo 72 0.10






Vd,X (t)

Modo 73 0.01

Modo 74 0.03

Modo 75 0.13

Modo 76 0.46

Modo 77 0.03

Modo 78 0.69

Modo 79 1.63

Modo 80 0.03

Modo 81 0.09

Modo 82 0.20

Modo 83 0.20

Modo 84 0.13

Modo 85 1.07

Modo 86 0.09

Modo 87 0.19

Modo 88 0.00

Modo 89 0.01

Modo 90 0.27

Modo 91 0.05

Modo 92 0.07

Modo 93 0.82

Modo 94 0.11

Modo 95 0.58

Modo 96 0.00

Modo 97 0.11

Modo 98 0.11

Modo 99 0.02

Modo 100 0.72

Hipótesis sísmica (Y) Hipótesis modal VY

(t)

Vd,Y

(t)

Sismo Y1

Modo 1 0.00

399.62

Modo 2 0.00

Modo 3 0.00

Modo 4 0.00

Modo 5 0.00

Modo 6 0.00

Modo 7 0.00

Modo 8 0.00

Modo 9 0.00

Modo 10 0.00

Modo 11 0.01

Modo 12 0.00





Hipótesis sísmica (Y) Hipótesis modal VY (t)

Vd,Y (t)

Modo 13 0.01

Modo 14 0.00

Modo 15 0.00

Modo 16 0.00

Modo 17 0.00

Modo 18 0.00

Modo 19 0.00

Modo 20 0.00

Modo 21 0.00

Modo 22 0.00

Modo 23 0.00

Modo 24 0.00

Modo 25 0.00

Modo 26 0.00

Modo 27 0.00

Modo 28 0.00

Modo 29 0.00

Modo 30 0.00

Modo 31 0.00

Modo 32 0.00

Modo 33 0.00

Modo 34 0.00

Modo 35 0.00

Modo 36 0.00

Modo 37 0.00

Modo 38 0.00

Modo 39 0.00

Modo 40 0.00

Modo 41 0.00

Modo 42 0.00

Modo 43 0.00

Modo 44 0.00

Modo 45 0.00

Modo 46 0.00

Modo 47 0.00

Modo 48 0.00

Modo 49 0.00

Modo 50 0.01

Modo 51 0.00

Modo 52 0.00

Modo 53 0.00

Modo 54 0.00

Modo 55 0.01

Modo 56 0.13





Hipótesis sísmica (Y) Hipótesis modal VY (t)

Vd,Y (t)

Modo 57 0.19

Modo 58 0.35

Modo 59 0.58

Modo 60 17.85

Modo 61 0.06

Modo 62 27.63

Modo 63 10.57

Modo 64 339.16

Modo 65 0.20

Modo 66 5.29

Modo 67 0.16

Modo 68 0.20

Modo 69 0.00

Modo 70 0.02

Modo 71 0.00

Modo 72 0.01

Modo 73 0.01

Modo 74 0.00

Modo 75 0.00

Modo 76 0.23

Modo 77 0.21

Modo 78 0.03

Modo 79 0.00

Modo 80 0.05

Modo 81 0.00

Modo 82 0.00

Modo 83 0.00

Modo 84 0.01

Modo 85 0.04

Modo 86 0.00

Modo 87 0.00

Modo 88 0.00

Modo 89 0.00

Modo 90 0.00

Modo 91 0.05

Modo 92 0.01

Modo 93 0.04

Modo 94 0.02

Modo 95 0.07

Modo 96 0.01

Modo 97 0.00

Modo 98 0.00

Modo 99 0.00

Modo 100 0.12





Vd,X: Cortante basal dinámico en dirección X, por hipótesis sísmica

Vd,Y: Cortante basal dinámico en dirección Y, por hipótesis sísmica

1.5.2.- Cortante basal estático

El cortante sísmico en la base de la estructura se determina para cada una de las direcciones de análisis:

VS,X: Cortante sísmico en la base (X) (NSR-10, A.4.3.1) VS,X : 470.579 t

Sd,X(Ta): Aceleración espectral horizontal de diseño (X) Sd,X(Ta) : 0.23 g

Ta,X: Periodo fundamental aproximado (X) (NSR-10, A.4.2.2) Ta,X : 0.46 s



VS,Y: Cortante sísmico en la base (Y) (NSR-10, A.4.3.1) VS,Y : 470.579 t

Sd,Y(Ta): Aceleración espectral horizontal de diseño (Y) Sd,Y(Ta) : 0.23 g

Ta,Y: Periodo fundamental aproximado (Y) (NSR-10, A.4.2.2) Ta,Y : 0.46 s



W: Peso sísmico total de la estructura W : 2027.11 t

El peso sísmico total de la estructura es la suma de los pesos sísmicos de todas las plantas.

wi: Peso sísmico total de la planta "i"

Suma de la totalidad de la carga permanente y de la fracción de la sobrecarga

de uso considerada en el cálculo de la acción sísmica.

Planta wi (t)

cubierta 147.71

5 Piso 467.41

4 Piso 471.59

3 Piso 471.59

2 Piso 468.81

s,x d,x aV S (T ) W 0.9

aT 0.047 h s,y d,y aV S (T ) W 0.9

aT 0.047 h n

ii 1

W w





Planta wi (t)

W=wi 2027.11

1.5.3.- Verificación de la condición de cortante basal

Cuando el valor del cortante dinámico total en la base (Vd), obtenido después de realizar la combinación

modal, para cualquiera de las direcciones de análisis, es menor que el 80 % del cortante basal sísmico

estático (Vs), todos los parámetros de la respuesta dinámica se multiplican por el factor de modificación: 0.80·Vs/Vd.


NSR-10 (A.5.4.5)

Hipótesis sísmica Condición de cortante basal mínimo Factor de modificación

Sismo X1 Vd,X1 0.80·Vs,X 382.226 t 376.463 t N.P.

Sismo Y1 Vd,Y1 0.80·Vs,Y 399.619 t 376.463 t N.P.

Vd,X: Cortante basal dinámico en dirección X, por hipótesis sísmica

Vs,X: Cortante basal estático en dirección X, por hipótesis sísmica

Vd,Y: Cortante basal dinámico en dirección Y, por hipótesis sísmica

Vs,Y: Cortante basal estático en dirección Y, por hipótesis sísmica

N.P.: No procede

ANALISIS SISMICO NSR-1O PROYECTO

EDIFICIO MULTIFAMILIAR LA SULTANA

Yumbo Valle

Datos Página

Ubicación de la Estructura YUMBO Fig. A.2.3-2

Número de la Región: 5 Título A

Zona de Amenaza Sísmica: Alta Título A

Coeficiente de Aceleracion (Aa): 0.25 Título A

Coeficiente de Velocidad (Av): 0.25 Título A

Tipo de Perfil del Suelo: C Título A

Coeficiente de Amplificación de Sitio (Fa): 1.15 Título A

Coeficiente de Amplificación de Sitio (Fv): 1.55 Título A

Grupo de Uso Edificación: I Título A

Coeficiente de Importancia (I): 1.00 Título A

Espectro de Diseño (Sa): Gráfico Título A

Período de Vibración Inicial (To): 0.13 Seg Título A

Período de Vibración Corto (Tc): 0.65 Seg Título A

Período de Vibración Largo (TL): 3.72 Seg Título A

CÁLCULO DEL ESPECTRO DE DISEÑO (Sa) SEGÚN NSR-2010

OFICINA: Calle 3 No. 12-05 BUGA

Cel. 313-6536398



Yumbo Valle

0.00 0.288

0.10 0.607

0.13 0.719

0.25 0.719

0.30 0.719

0.45 0.719

0.50 0.719

0.55 0.719

0.60 0.719

0.65 0.715

0.70 0.664

0.75 0.620

0.80 0.581

0.85 0.547

0.90 0.517

0.95 0.489

1.00 0.465

1.05 0.443

1.20 0.388

1.30 0.358

1.40 0.332

1.50 0.310

2.00 0.233

2.50 0.186

3.00 0.155

3.50 0.133

4.00 0.108

5.00 0.069

6.00 0.048

7.00 0.035

8.00 0.027

Período de

Vibración

(T)

Sa (g)

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.000.130.300.500.600.700.800.901.001.201.402.003.004.006.008.00

Sa

T

Espectro de Diseño


Cel. 313-6536398



Yumbo Valle

Capacidad de Disipación de Energía: Especial (DES) Título A

Coeficiente de Capacidad de Disipación de

Energía Básico (R0): 3.5 Título A

Coeficiente de Reducción (fa): 1.0 Título A

Coeficiente de Reducción (fp): 1.0 Título A

Coeficiente de Reducción (fr): 1.0 Título A

Coeficiente de Capacidad de Disipación de

Energía de Diseño (R = fafpfrR0): 3.5 Título A

Método de Análisis: FHE Título A

Altura de la Edificación (h): 12.6 m Planos

Coeficiente (Ct): 0.049 Título A

Exponente (a): 0.75 Título A

Período de Vibración Aproximado (Ta = Ctha): 0.33 Seg Título A

Espectro de Diseño Aproximado (Sa): 0.719 g Título A

A: 26.46

B: 20.81

C: 5.34

D: 9.11

E: 9.11

f P= 1


Cel. 313-6536398

Grafica Espectro PROYECTO

EDIFICIO MULTIFAMILIAR LA SULTANA YUMBO-VALLE

0.33s, 0.7188g

0.33s, 0.2054g

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0 1 2 3 4 5 6 7 8 9 10

Sa (

g)

T (s)

Espectro Elastico de Aceleraciones de Diseño como fraccion de g← →




SISMO X




SISMO Y




CHEQUEO DE DESPLAMIENTOS Y DERIVAS

CHEQUEO DE DERIVAS PROYECTO

EDIFICIO MULTIFAMILIAR LA SULTANA YUMBO- VALLE

TABLE: Joint Drifts

Story Label Load Case/Combo Displacement X Displacement Y Drift X Drift Y

mm mm

STORY5 3 SX 3 -0.8 0.000183 0.000112

STORY5 3 SY -0.3 2.3 0.000066 0.000127

STORY5 3 SISMOX Max 2 0.6 0.000124 0.000082

STORY5 3 SISMOY Max 0.2 1.5 0.000046 0.000081

STORY5 4 SX 4.2 -0.8 0.000432 0.000115

STORY5 4 SY -0.1 2.3 0.000027 0.00011

STORY5 4 SISMOX Max 2.9 0.6 0.00031 0.000084

STORY5 4 SISMOY Max 0.1 1.5 0.000017 0.00007

STORY5 5 SX 4.2 -0.3 0.000423 0.000028

STORY5 5 SY -0.1 2.4 0.000023 0.000148

STORY5 5 SISMOX Max 2.9 0.3 0.000303 0.000025

STORY5 5 SISMOY Max 0.1 1.6 0.000014 0.000096

STORY5 6 SX 4.2 -0.1 0.000441 0.000052

STORY5 6 SY -0.1 2.9 0.000031 0.000291

STORY5 6 SISMOX Max 2.9 0.2 0.000317 0.000034

STORY5 6 SISMOY Max 0.1 1.9 0.000019 0.000199

STORY5 7 SX 5 -0.1 0.000731 0.000042

STORY5 7 SY 0.1 2.8 0.000039 0.000288

STORY5 7 SISMOX Max 3.8 0.2 0.000665 0.000027

STORY5 7 SISMOY Max 0.2 1.9 0.000064 0.000196

STORY5 8 SX 4.1 -0.3 0.000353 0.000016

STORY5 8 SY 0.1 2.4 0.000026 0.000152

STORY5 8 SISMOX Max 2.8 0.3 0.000251 0.000016

STORY5 8 SISMOY Max 0.1 1.6 0.000019 0.000099

STORY5 9 SX 4.1 -0.1 0.000354 0.000005

STORY5 9 SY 0.1 2.9 0.000031 0.000297

STORY5 9 SISMOX Max 2.8 0.2 0.000252 0.000009

STORY5 9 SISMOY Max 0.1 1.9 0.000024 0.000203

STORY5 10 SX 5.8 -0.1 0.001065 0.000031

STORY5 10 SY 0.2 2.9 0.000088 0.00029

STORY5 10 SISMOX Max 4.8 0.2 0.001105 0.000019

STORY5 10 SISMOY Max 0.3 1.9 0.000141 0.000197

STORY5 11 SX 4.3 -0.1 0.000465 0.000009

STORY5 11 SY 0.1 2.8 0.000026 0.00026

STORY5 11 SISMOX Max 3 0.2 0.000339 0.000015

STORY5 11 SISMOY Max 0.1 1.8 0.000021 0.000175

STORY5 12 SX 4.1 -0.1 0.000351 0.000013

STORY5 12 SY 0.1 2.8 0.000031 0.000264

STORY5 12 SISMOX Max 2.8 0.2 0.00025 0.000017

STORY5 12 SISMOY Max 0.1 1.8 0.000023 0.000179

STORY5 13 SX 4.1 -0.1 0.00035 0.000011

STORY5 13 SY 0.1 2.5 0.000026 0.000149

STORY5 13 SISMOX Max 2.8 0.1 0.000249 0.000011

STORY5 13 SISMOY Max 0.04895 1.6 0.000019 0.000097

STORY5 14 SX 4.1 0.03502 0.000356 0.000016

STORY5 14 SY 0.1 2.6 0.00002 0.000195

CALCULOS ESTRUCTURALES

ING. LUIS CARLOS QUINTERO A. M.P. 76202092505VLL



TABLE: Joint Drifts


mm mm

STORY5 14 SISMOX Max 2.8 0.03801 0.000253 0.00001

STORY5 14 SISMOY Max 0.0362 1.7 0.000015 0.000125

STORY5 15 SX 4.3 0.03749 0.000447 0.00001

STORY5 15 SY 0.04539 2.6 0.000019 0.000196

STORY5 15 SISMOX Max 3 0.03787 0.000326 0.000006

STORY5 15 SISMOY Max 0.03485 1.7 0.000015 0.000126

STORY5 16 SX 5.6 0.02949 0.001008 0.000019

STORY5 16 SY -0.1 2.6 0.000025 0.000207

STORY5 16 SISMOX Max 4.6 0.03086 0.001041 0.000017

STORY5 16 SISMOY Max 0.1 1.7 0.000041 0.000133

STORY5 17 SX 4.1 0.03913 0.000356 0.00001

STORY5 17 SY 0.02798 2.6 0.000012 0.000205

STORY5 17 SISMOX Max 2.8 0.03021 0.000254 0.000006

STORY5 17 SISMOY Max 0.02018 1.7 0.000009 0.000131

STORY5 18 SX 4.1 -0.2 0.000352 0.000121

STORY5 18 SY 0.00542 2.5 0.000003 0.000157

STORY5 18 SISMOX Max 2.8 0.2 0.000251 0.000089

STORY5 18 SISMOY Max 0.003844 1.6 0.000002 0.000099

STORY5 19 SX 3.5 -0.3 0.000233 0.000131

STORY5 19 SY -0.004926 2.5 0.000009 0.000161

STORY5 19 SISMOX Max 2.4 0.2 0.000165 0.000097

STORY5 19 SISMOY Max 0.004925 1.6 0.000006 0.000101

STORY5 20 SX 3.7 0.9 0.000249 0.0002

STORY5 20 SY 0.1 2.3 0.000039 0.000108

STORY5 20 SISMOX Max 2.5 0.7 0.000175 0.00014

STORY5 20 SISMOY Max 0.1 1.5 0.000025 0.000068

STORY5 21 SX 3.7 0.02538 0.000254 0.000048

STORY5 21 SY 0.1 2.6 0.000039 0.000209

STORY5 21 SISMOX Max 2.5 0.03241 0.000179 0.000039

STORY5 21 SISMOY Max 0.1 1.7 0.000025 0.000134

STORY5 22 SX 4.7 0.03036 0.000599 0.000036

STORY5 22 SY -0.02498 2.6 0.000001 0.000207

STORY5 22 SISMOX Max 3.5 0.03127 0.000564 0.00003

STORY5 22 SISMOY Max 0.0432 1.7 0.000014 0.000132

STORY5 23 SX 3.5 0.1 0.000293 0.000001

STORY5 23 SY -0.03606 2.7 0.00002 0.000213

STORY5 23 SISMOX Max 2.3 0.1 0.000198 0.000006

STORY5 23 SISMOY Max 0.02762 1.7 0.000014 0.000137

STORY5 24 SX 3.5 -0.1 0.000288 0.000006

STORY5 24 SY -0.02378 2.4 0.000003 0.000112

STORY5 24 SISMOX Max 2.3 0.1 0.000194 0.000006

STORY5 24 SISMOY Max 0.02132 1.5 0.000003 0.000072

STORY5 25 SX 3.5 -0.2 0.000287 0.000003

STORY5 25 SY -0.01122 2.8 0.000015 0.000246

STORY5 25 SISMOX Max 2.3 0.2 0.000193 0.000009

STORY5 25 SISMOY Max 0.01654 1.8 0.00001 0.000164





TABLE: Joint Drifts


mm mm

STORY5 26 SX 2.7 -0.1 0.000096 0.000007

STORY5 26 SY -0.02136 2.4 0.000003 0.000111

STORY5 26 SISMOX Max 1.7 0.1 0.000062 0.000007

STORY5 26 SISMOY Max 0.02067 1.5 0.000002 0.000071

STORY5 27 SX 2.7 -0.3 0.000099 0.000003

STORY5 27 SY -0.01566 2.8 0.000001 0.000239

STORY5 27 SISMOX Max 1.7 0.3 0.000064 0.000006

STORY5 27 SISMOY Max 0.01861 1.8 0.000001 0.000159

STORY5 28 SX 2.7 0.2 0.0001 0.000006

STORY5 28 SY -0.02709 2.7 0.000004 0.000212

STORY5 28 SISMOX Max 1.7 0.1 0.000065 0.000009

STORY5 28 SISMOY Max 0.0231 1.7 0.000003 0.000136

STORY5 29 SX 2.9 0.2 0.000157 0.000000135

STORY5 29 SY 0.3 2.7 0.00007 0.000213

STORY5 29 SISMOX Max 1.9 0.1 0.000104 0.000005

STORY5 29 SISMOY Max 0.2 1.7 0.000047 0.000138

STORY5 30 SX 3.1 0.2 0.000198 5.751E-08

STORY5 30 SY 0.3 2.7 0.00006 0.000214

STORY5 30 SISMOX Max 2 0.1 0.000129 0.000005

STORY5 30 SISMOY Max 0.2 1.7 0.000042 0.000138

STORY5 31 SX 2.9 0.9 0.000164 0.000187

STORY5 31 SY 0.3 2.3 0.000063 0.000128

STORY5 31 SISMOX Max 1.9 0.7 0.000109 0.00013

STORY5 31 SISMOY Max 0.2 1.5 0.000043 0.000082

STORY5 32 SX 3.7 -0.3 0.00024 0.000128

STORY5 32 SY 0.1 2.5 0.000038 0.000161

STORY5 32 SISMOX Max 2.5 0.2 0.000168 0.000095

STORY5 32 SISMOY Max 0.1 1.6 0.000024 0.000102

STORY5 33 SX 3.5 -0.3 0.00022 0.00013

STORY5 33 SY 0.0007729 2.5 0.000007 0.000161

STORY5 33 SISMOX Max 2.4 0.2 0.000156 0.000096

STORY5 33 SISMOY Max 0.002354 1.6 0.000005 0.000101

STORY5 34 SX 3.5 0.3 0.000225 0.000131

STORY5 34 SY -0.002299 2.5 0.000006 0.000162

STORY5 34 SISMOX Max 2.4 0.2 0.000159 0.000097

STORY5 34 SISMOY Max 0.002938 1.6 0.000004 0.000102

STORY5 35 SX 3.7 0.1 0.000287 0.000009

STORY5 35 SY -0.0361 2.7 0.00001 0.000208

STORY5 35 SISMOX Max 2.5 0.1 0.000198 0.000005

STORY5 35 SISMOY Max 0.02668 1.7 0.000007 0.000134

STORY5 36 SX 3.7 0.3 0.000289 0.000106

STORY5 36 SY -0.03624 2.6 0.000011 0.000168

STORY5 36 SISMOX Max 2.5 0.2 0.000199 0.000077

STORY5 36 SISMOY Max 0.02669 1.6 0.000007 0.000107

STORY5 37 SX 3.9 0.1 0.000409 0.000005

STORY5 37 SY -0.1 2.7 0.000011 0.000209





TABLE: Joint Drifts


mm mm

STORY5 37 SISMOX Max 2.6 0.1 0.000282 0.000004

STORY5 37 SISMOY Max 0.04326 1.7 0.00001 0.000134

STORY5 38 SX 4.3 0.1 0.000509 0.000016

STORY5 38 SY -0.1 2.6 0.000024 0.000204

STORY5 38 SISMOX Max 3 0.1 0.000372 0.000009

STORY5 38 SISMOY Max 0.04994 1.7 0.000018 0.000132

STORY5 39 SX 4.2 0.3 0.000465 0.00011

STORY5 39 SY 0.0003744 2.6 0.000005 0.000166

STORY5 39 SISMOX Max 2.9 0.2 0.000336 0.00008

STORY5 39 SISMOY Max 0.01255 1.6 0.000003 0.000106

STORY5 40 SX 4.4 0.3 0.000536 0.000115

STORY5 40 SY -0.03214 2.6 0.000009 0.000167

STORY5 40 SISMOX Max 3.1 0.2 0.000392 0.000083

STORY5 40 SISMOY Max 0.02768 1.6 0.000008 0.000106

STORY5 41 SX 4.4 0.3 0.000507 0.000119

STORY5 41 SY -0.1 2.6 0.000021 0.000168

STORY5 41 SISMOX Max 3.1 0.2 0.000368 0.000086

STORY5 41 SISMOY Max 0.04236 1.6 0.000015 0.000107

STORY5 42 SX 4.4 0.1 0.000507 0.00001

STORY5 42 SY -0.1 2.6 0.00002 0.000201

STORY5 42 SISMOX Max 3.1 0.04718 0.000368 0.000005

STORY5 42 SISMOY Max 0.04274 1.7 0.000015 0.000129

STORY5 43 SX 4.5 0.1 0.000519 0.000012

STORY5 43 SY -0.00141 2.6 0.000002 0.000199

STORY5 43 SISMOX Max 3.1 0.04216 0.000381 0.000007

STORY5 43 SISMOY Max 0.007212 1.7 0.000003 0.000128

STORY5 44 SX 3.7 -0.3 0.000288 0.000086

STORY5 44 SY -0.03473 2.7 0.000007 0.000207

STORY5 44 SISMOX Max 2.5 0.3 0.000199 0.000068

STORY5 44 SISMOY Max 0.02575 1.7 0.000005 0.000135

STORY5 45 SX 4.3 -0.3 0.000456 0.000093

STORY5 45 SY -0.1 2.7 0.000037 0.000207

STORY5 45 SISMOX Max 3 0.3 0.00033 0.000073

STORY5 45 SISMOY Max 0.1 1.7 0.000027 0.000135

STORY5 46 SX 4.3 -0.2 0.000456 0.00001

STORY5 46 SY -0.1 2.8 0.000037 0.000251

STORY5 46 SISMOX Max 3 0.2 0.000331 0.000015

STORY5 46 SISMOY Max 0.1 1.8 0.000027 0.000168

STORY5 47 SX 4.4 -0.2 0.000508 0.000012

STORY5 47 SY -0.04243 2.8 0.000015 0.000252

STORY5 47 SISMOX Max 3 0.2 0.000373 0.000016

STORY5 47 SISMOY Max 0.03001 1.8 0.00001 0.000169

STORY5 48 SX 3.9 -0.2 0.000398 0.000007

STORY5 48 SY -0.008223 2.8 0.000004 0.000247

STORY5 48 SISMOX Max 2.6 0.2 0.000272 0.000012

STORY5 48 SISMOY Max 0.01576 1.8 0.000003 0.000165





TABLE: Joint Drifts


mm mm

STORY5 49 SX 4.2 -0.2 0.000474 0.000014

STORY5 49 SY -0.1 2.8 0.000027 0.000249

STORY5 49 SISMOX Max 2.9 0.2 0.000346 0.000017

STORY5 49 SISMOY Max 0.1 1.8 0.000022 0.000166

STORY5 50 SX 3.4 -0.2 0.000263 0.000001

STORY5 50 SY -0.1 2.8 0.000001 0.000244

STORY5 50 SISMOX Max 2.2 0.2 0.000173 0.000008

STORY5 50 SISMOY Max 0.1 1.8 0.000002 0.000162

STORY5 51 SX 3.7 -0.2 0.00037 0.000005

STORY5 51 SY 0.002008 2.8 0.000004 0.000246

STORY5 51 SISMOX Max 2.5 0.2 0.000252 0.000011

STORY5 51 SISMOY Max 0.017 1.8 0.000004 0.000164

STORY5 52 SX 3 -0.3 0.00018 0.000004

STORY5 52 SY -0.3 2.8 0.000072 0.000242

STORY5 52 SISMOX Max 2 0.3 0.000122 0.000009

STORY5 52 SISMOY Max 0.2 1.8 0.00005 0.000161

STORY5 53 SX 3.3 0.1 0.000259 0.000003

STORY5 53 SY 0.1 2.7 0.000002 0.000212

STORY5 53 SISMOX Max 2.2 0.1 0.00017 0.000007

STORY5 53 SISMOY Max 0.04765 1.7 0.000001 0.000137

STORY5 54 SX 3.7 0.1 0.000381 0.000002

STORY5 54 SY -0.1 2.7 0.000015 0.000212

STORY5 54 SISMOX Max 2.5 0.1 0.000261 0.000004

STORY5 54 SISMOY Max 0.04558 1.7 0.000012 0.000137

STORY5 55 SX 3.7 -0.2 0.000286 0.000009

STORY5 55 SY -0.0344 2.8 0.000007 0.000249

STORY5 55 SISMOX Max 2.5 0.2 0.000197 0.000014

STORY5 55 SISMOY Max 0.02562 1.8 0.000005 0.000166

STORY5 56 SX 3.2 -0.3 0.000219 0.000004

STORY5 56 SY -0.3 2.8 0.000061 0.000243

STORY5 56 SISMOX Max 2.1 0.3 0.000146 0.000009

STORY5 56 SISMOY Max 0.2 1.8 0.000044 0.000161

STORY5 57 SX 4 -0.0479 0.000366 0.000012

STORY5 57 SY 0.01722 2.5 0.000009 0.00014

STORY5 57 SISMOX Max 2.8 0.1 0.000258 0.000011

STORY5 57 SISMOY Max 0.01616 1.6 0.000007 0.000091

STORY5 58 SX 4 -0.1 0.000366 0.000006

STORY5 58 SY 0.018 2.5 0.000009 0.000129

STORY5 58 SISMOX Max 2.8 0.1 0.000258 0.000008

STORY5 58 SISMOY Max 0.01656 1.6 0.000007 0.000083

STORY5 59 SX 4.2 0.3 0.000423 0.000028

STORY5 59 SY 0.1 2.4 0.000023 0.000148

STORY5 59 SISMOX Max 2.9 0.3 0.000303 0.000025

STORY5 59 SISMOY Max 0.1 1.6 0.000014 0.000096

STORY5 60 SX 4.1 0.3 0.000353 0.000017

STORY5 60 SY -0.1 2.4 0.000026 0.000152





TABLE: Joint Drifts


mm mm

STORY5 60 SISMOX Max 2.8 0.3 0.000251 0.000017

STORY5 60 SISMOY Max 0.1 1.6 0.00002 0.000098

STORY5 61 SX 3 0.8 0.000183 0.000111

STORY5 61 SY 0.3 2.3 0.000066 0.000127

STORY5 61 SISMOX Max 2 0.6 0.000124 0.000082

STORY5 61 SISMOY Max 0.2 1.5 0.000046 0.000081

STORY5 62 SX 4.2 0.8 0.000432 0.000115

STORY5 62 SY 0.1 2.3 0.000028 0.00011

STORY5 62 SISMOX Max 2.9 0.6 0.00031 0.000084

STORY5 62 SISMOY Max 0.1 1.5 0.000017 0.000069

STORY5 63 SX 4.2 0.1 0.000441 0.000052

STORY5 63 SY 0.1 2.8 0.000031 0.000291

STORY5 63 SISMOX Max 2.9 0.2 0.000317 0.000034

STORY5 63 SISMOY Max 0.1 1.9 0.000019 0.000198

STORY5 64 SX 5 0.1 0.000731 0.000042

STORY5 64 SY -0.1 2.8 0.000038 0.000287

STORY5 64 SISMOX Max 3.8 0.2 0.000665 0.000027

STORY5 64 SISMOY Max 0.2 1.9 0.000065 0.000196

STORY5 65 SX 3.8 0.2 0.000397 0.000007

STORY5 65 SY 0.01135 2.8 0.000004 0.000247

STORY5 65 SISMOX Max 2.6 0.2 0.000272 0.000012

STORY5 65 SISMOY Max 0.01536 1.8 0.000003 0.000164

STORY5 66 SX 4.2 0.2 0.000474 0.000014

STORY5 66 SY 0.1 2.8 0.000028 0.000249

STORY5 66 SISMOX Max 2.9 0.2 0.000346 0.000017

STORY5 66 SISMOY Max 0.1 1.8 0.000023 0.000166

STORY5 67 SX 3.4 0.2 0.000262 0.000001

STORY5 67 SY 0.1 2.8 0.000001 0.000244

STORY5 67 SISMOX Max 2.2 0.2 0.000173 0.000009

STORY5 67 SISMOY Max 0.1 1.8 0.000002 0.000162

STORY5 68 SX 3.7 0.2 0.000369 0.000005

STORY5 68 SY 0.0006809 2.8 0.000003 0.000246

STORY5 68 SISMOX Max 2.5 0.2 0.000251 0.000011

STORY5 68 SISMOY Max 0.01628 1.8 0.000004 0.000163

STORY5 69 SX 4.3 0.1 0.000464 0.000009

STORY5 69 SY -0.1 2.8 0.000026 0.000259

STORY5 69 SISMOX Max 3 0.2 0.000339 0.000015

STORY5 69 SISMOY Max 0.1 1.8 0.000021 0.000175

STORY5 70 SX 4.1 0.1 0.000351 0.000013

STORY5 70 SY -0.1 2.8 0.000031 0.000264

STORY5 70 SISMOX Max 2.8 0.2 0.00025 0.000018

STORY5 70 SISMOY Max 0.1 1.8 0.000023 0.000178

STORY5 71 SX 4.3 0.2 0.000456 0.000011

STORY5 71 SY 0.1 2.8 0.000038 0.000251

STORY5 71 SISMOX Max 3 0.2 0.00033 0.000015

STORY5 71 SISMOY Max 0.1 1.8 0.000027 0.000168





TABLE: Joint Drifts


mm mm

STORY5 72 SX 4.4 0.2 0.000507 0.000012

STORY5 72 SY 0.04535 2.8 0.000015 0.000252

STORY5 72 SISMOX Max 3 0.2 0.000373 0.000016

STORY5 72 SISMOY Max 0.02914 1.8 0.00001 0.000169

STORY5 73 SX 3.7 0.3 0.000288 0.000086

STORY5 73 SY 0.03811 2.6 0.000007 0.000207

STORY5 73 SISMOX Max 2.5 0.3 0.000198 0.000068

STORY5 73 SISMOY Max 0.02638 1.7 0.000005 0.000134

STORY5 74 SX 4.3 0.3 0.000455 0.000093

STORY5 74 SY 0.1 2.7 0.000037 0.000206

STORY5 74 SISMOX Max 3 0.3 0.00033 0.000074

STORY5 74 SISMOY Max 0.1 1.7 0.000027 0.000134

STORY5 75 SX 4.1 0.1 0.000354 0.000005

STORY5 75 SY -0.1 2.9 0.000032 0.000297

STORY5 75 SISMOX Max 2.8 0.2 0.000252 0.000009

STORY5 75 SISMOY Max 0.1 1.9 0.000024 0.000203

STORY5 76 SX 3 0.3 0.00018 0.000004

STORY5 76 SY 0.3 2.8 0.000073 0.000242

STORY5 76 SISMOX Max 2 0.3 0.000122 0.00001

STORY5 76 SISMOY Max 0.2 1.8 0.00005 0.000161

STORY5 77 SX 4.1 0.1 0.00035 0.000011

STORY5 77 SY -0.1 2.5 0.000026 0.000149

STORY5 77 SISMOX Max 2.8 0.1 0.000249 0.000012

STORY5 77 SISMOY Max 0.1 1.6 0.00002 0.000097

STORY5 78 SX 3.7 0.2 0.000285 0.000009

STORY5 78 SY 0.03779 2.8 0.000007 0.000249

STORY5 78 SISMOX Max 2.5 0.2 0.000196 0.000014

STORY5 78 SISMOY Max 0.02626 1.8 0.000005 0.000166

STORY5 79 SX 3.5 0.2 0.000286 0.000003

STORY5 79 SY 0.01356 2.8 0.000014 0.000246

STORY5 79 SISMOX Max 2.3 0.2 0.000192 0.00001

STORY5 79 SISMOY Max 0.01646 1.8 0.00001 0.000163

STORY5 80 SX 3.5 0.1 0.000287 0.000006

STORY5 80 SY 0.02608 2.4 0.000003 0.000112

STORY5 80 SISMOX Max 2.3 0.1 0.000193 0.000007

STORY5 80 SISMOY Max 0.02155 1.5 0.000003 0.000071

STORY5 81 SX 2.7 0.3 0.000099 0.000003

STORY5 81 SY 0.0177 2.8 0.000002 0.000239

STORY5 81 SISMOX Max 1.7 0.3 0.000064 0.000007

STORY5 81 SISMOY Max 0.0188 1.8 0.000001 0.000159

STORY5 82 SX 2.7 -0.2 0.000101 0.000006

STORY5 82 SY 0.02946 2.7 0.000004 0.00021

STORY5 82 SISMOX Max 1.7 0.1 0.000065 0.00001

STORY5 82 SISMOY Max 0.02379 1.7 0.000003 0.000135

STORY5 85 SX 3.7 0.3 0.000237 0.000128

STORY5 85 SY -0.1 2.5 0.000033 0.000162





TABLE: Joint Drifts


mm mm

STORY5 85 SISMOX Max 2.5 0.2 0.000165 0.000095

STORY5 85 SISMOY Max 0.04631 1.6 0.000021 0.000102

STORY5 86 SX 3.5 0.3 0.000235 0.000131

STORY5 86 SY -0.002323 2.5 0.000006 0.000162

STORY5 86 SISMOX Max 2.4 0.2 0.000166 0.000097

STORY5 86 SISMOY Max 0.002992 1.6 0.000004 0.000102

STORY5 87 SX 4.1 0.2 0.000352 0.000121

STORY5 87 SY -0.004119 2.5 0.000003 0.000158

STORY5 87 SISMOX Max 2.8 0.2 0.00025 0.00009

STORY5 87 SISMOY Max 0.005682 1.6 0.000003 0.000099

STORY5 88 SX 2.9 -0.9 0.000159 0.000184

STORY5 88 SY -0.3 2.3 0.000061 0.000125

STORY5 88 SISMOX Max 1.9 0.6 0.000106 0.000127

STORY5 88 SISMOY Max 0.2 1.5 0.000041 0.00008

STORY5 89 SX 3.7 -0.9 0.000245 0.0002

STORY5 89 SY -0.1 2.3 0.000035 0.000103

STORY5 89 SISMOX Max 2.5 0.7 0.000172 0.00014

STORY5 89 SISMOY Max 0.04634 1.5 0.000022 0.000065

STORY5 90 SX 3.7 -0.02752 0.000251 0.000048

STORY5 90 SY -0.1 2.6 0.000035 0.00021

STORY5 90 SISMOX Max 2.5 0.03371 0.000177 0.000039

STORY5 90 SISMOY Max 0.04431 1.7 0.000022 0.000134

STORY5 91 SX 4.7 -0.03239 0.0006 0.000035

STORY5 91 SY 0.04646 2.6 0.000006 0.000208

STORY5 91 SISMOX Max 3.5 0.03259 0.000565 0.000029

STORY5 91 SISMOY Max 0.1 1.7 0.000018 0.000133

STORY5 92 SX 5.6 -0.03125 0.001011 0.000019

STORY5 92 SY 0.1 2.6 0.000032 0.000208

STORY5 92 SISMOX Max 4.6 0.03226 0.001043 0.000017

STORY5 92 SISMOY Max 0.1 1.7 0.000049 0.000133

STORY5 93 SX 4.1 -0.04058 0.000356 0.000011

STORY5 93 SY -0.02625 2.6 0.000012 0.000205

STORY5 93 SISMOX Max 2.8 0.03147 0.000254 0.000006

STORY5 93 SISMOY Max 0.02197 1.7 0.000009 0.000131

STORY5 94 SX 2.9 -0.2 0.000149 0.000001

STORY5 94 SY -0.3 2.7 0.000068 0.000212

STORY5 94 SISMOX Max 1.9 0.1 0.000098 0.000006

STORY5 94 SISMOY Max 0.2 1.7 0.000046 0.000136

STORY5 95 SX 3 -0.2 0.000191 0.000001

STORY5 95 SY -0.3 2.7 0.000063 0.000212

STORY5 95 SISMOX Max 2 0.1 0.000124 0.000006

STORY5 95 SISMOY Max 0.2 1.7 0.000043 0.000136

STORY5 96 SX 3.3 -0.1 0.000257 0.000004

STORY5 96 SY -0.1 2.7 3.597E-07 0.000211

STORY5 96 SISMOX Max 2.2 0.1 0.000169 0.000008

STORY5 96 SISMOY Max 0.04959 1.7 0.000002 0.000136





TABLE: Joint Drifts


mm mm

STORY5 97 SX 3.7 -0.1 0.000381 0.000001

STORY5 97 SY 0.1 2.7 0.000016 0.000211

STORY5 97 SISMOX Max 2.5 0.1 0.000261 0.000005

STORY5 97 SISMOY Max 0.04748 1.7 0.000013 0.000136

STORY5 98 SX 3.9 -0.1 0.000409 0.000005

STORY5 98 SY 0.1 2.7 0.000012 0.000208

STORY5 98 SISMOX Max 2.6 0.1 0.000282 0.000004

STORY5 98 SISMOY Max 0.04477 1.7 0.00001 0.000134

STORY5 99 SX 4.3 -0.1 0.000508 0.000015

STORY5 99 SY 0.1 2.6 0.000024 0.000203

STORY5 99 SISMOX Max 3 0.1 0.000371 0.000008

STORY5 99 SISMOY Max 0.1 1.7 0.000018 0.000131

STORY5 100 SX 4.4 -0.1 0.000507 0.000009

STORY5 100 SY 0.1 2.6 0.000021 0.0002

STORY5 100 SISMOX Max 3.1 0.04668 0.000367 0.000005

STORY5 100 SISMOY Max 0.04344 1.7 0.000015 0.000129

STORY5 101 SX 4.5 -0.1 0.000519 0.000012

STORY5 101 SY 0.005185 2.6 0.000002 0.000198

STORY5 101 SISMOX Max 3.1 0.04228 0.00038 0.000006

STORY5 101 SISMOY Max 0.007029 1.7 0.000002 0.000127

STORY5 102 SX 4.3 -0.03667 0.000447 0.00001

STORY5 102 SY -0.04294 2.6 0.000019 0.000196

STORY5 102 SISMOX Max 3 0.03973 0.000326 0.000005

STORY5 102 SISMOY Max 0.0359 1.7 0.000015 0.000125

STORY5 103 SX 4.1 -0.03427 0.000356 0.000016

STORY5 103 SY -0.04897 2.6 0.00002 0.000195

STORY5 103 SISMOX Max 2.8 0.03997 0.000253 0.000009

STORY5 103 SISMOY Max 0.03796 1.7 0.000015 0.000125

STORY5 104 SX 3.7 -0.3 0.000288 0.000106

STORY5 104 SY 0.03961 2.6 0.000011 0.000168

STORY5 104 SISMOX Max 2.5 0.2 0.000199 0.000077

STORY5 104 SISMOY Max 0.02733 1.6 0.000007 0.000106

STORY5 105 SX 4.2 -0.3 0.000464 0.00011

STORY5 105 SY 0.003724 2.5 0.000004 0.000166

STORY5 105 SISMOX Max 2.9 0.2 0.000335 0.000079

STORY5 105 SISMOY Max 0.01255 1.6 0.000002 0.000105

STORY5 106 SX 4.4 -0.3 0.000536 0.000114

STORY5 106 SY 0.03636 2.5 0.00001 0.000166

STORY5 106 SISMOX Max 3.1 0.2 0.000392 0.000083

STORY5 106 SISMOY Max 0.02848 1.6 0.000008 0.000106

STORY5 107 SX 4.4 -0.3 0.000506 0.000118

STORY5 107 SY 0.1 2.6 0.000022 0.000167

STORY5 107 SISMOX Max 3.1 0.2 0.000367 0.000086

STORY5 107 SISMOY Max 0.0431 1.6 0.000016 0.000106

STORY5 108 SX 3.7 -0.1 0.000286 0.000009

STORY5 108 SY 0.03941 2.6 0.000011 0.000207





TABLE: Joint Drifts


mm mm

STORY5 108 SISMOX Max 2.5 0.1 0.000197 0.000004

STORY5 108 SISMOY Max 0.02728 1.7 0.000007 0.000133

STORY5 109 SX 3.5 -0.1 0.000293 0.000002

STORY5 109 SY 0.03832 2.7 0.000021 0.000211

STORY5 109 SISMOX Max 2.3 0.1 0.000198 0.000006

STORY5 109 SISMOY Max 0.02798 1.7 0.000014 0.000136

STORY5 110 SX 2.7 0.1 0.000097 0.000007

STORY5 110 SY 0.02357 2.4 0.000003 0.000111

STORY5 110 SISMOX Max 1.7 0.1 0.000062 0.000007

STORY5 110 SISMOY Max 0.02112 1.5 0.000002 0.00007

STORY5 111 SX 5.8 0.1 0.001066 0.000031

STORY5 111 SY -0.2 2.9 0.000088 0.000289

STORY5 111 SISMOX Max 4.8 0.2 0.001106 0.000019

STORY5 111 SISMOY Max 0.4 1.9 0.000143 0.000197

STORY5 112 SX 3.2 0.3 0.000219 0.000004

STORY5 112 SY 0.3 2.8 0.000061 0.000243

STORY5 112 SISMOX Max 2.1 0.3 0.000146 0.00001

STORY5 112 SISMOY Max 0.2 1.8 0.000044 0.000161

STORY5 113 SX 4 0.04809 0.000366 0.000012

STORY5 113 SY -0.01401 2.5 0.000009 0.000141

STORY5 113 SISMOX Max 2.8 0.1 0.000258 0.000011

STORY5 113 SISMOY Max 0.01602 1.6 0.000007 0.000091

STORY5 114 SX 4 0.1 0.000366 0.000006

STORY5 114 SY -0.01477 2.5 0.000009 0.000129

STORY5 114 SISMOX Max 2.8 0.1 0.000258 0.000008

STORY5 114 SISMOY Max 0.0164 1.6 0.000007 0.000082

STORY5 115 SX 4.3 0.2 0.000433 0.000021

STORY5 115 SY 0.1 2.4 0.000021 0.000148

STORY5 115 SISMOX Max 3 0.1 0.000315 0.000013

STORY5 115 SISMOY Max 0.04 1.6 0.000012 0.000096

STORY5 116 SX 4.1 0.1 0.000353 0.000009

STORY5 116 SY -0.1 2.4 0.000026 0.000151

STORY5 116 SISMOX Max 2.9 0.1 0.000252 0.000005

STORY5 116 SISMOY Max 0.1 1.6 0.00002 0.000098

STORY5 117 SX 3.1 0.7 0.000185 0.000109

STORY5 117 SY 0.3 2.3 0.000065 0.000126

STORY5 117 SISMOX Max 2.1 0.4 0.000126 0.000077

STORY5 117 SISMOY Max 0.2 1.5 0.000045 0.00008

STORY5 118 SX 4.3 0.6 0.000441 0.000116

STORY5 118 SY 0.1 2.3 0.000026 0.000109

STORY5 118 SISMOX Max 3 0.4 0.000322 0.000083

STORY5 118 SISMOY Max 0.03996 1.5 0.000015 0.000069

STORY5 119 SX 4.3 -0.1 0.00045 0.00008

STORY5 119 SY 0.1 2.8 0.000029 0.00029

STORY5 119 SISMOX Max 3 0.1 0.000328 0.000072

STORY5 119 SISMOY Max 0.03984 1.9 0.000017 0.000198





TABLE: Joint Drifts


mm mm

STORY5 120 SX 5.1 -0.1 0.000749 0.000069

STORY5 120 SY -0.1 2.8 0.00004 0.000286

STORY5 120 SISMOX Max 3.9 0.1 0.000699 0.000063

STORY5 120 SISMOY Max 0.2 1.9 0.000073 0.000195

STORY5 121 SX 4 0.1 0.000412 0.000009

STORY5 121 SY -0.01337 2.8 0.000001 0.000246

STORY5 121 SISMOX Max 2.8 0.1 0.000293 0.000015

STORY5 121 SISMOY Max 0.03944 1.8 0.000005 0.000164

STORY5 122 SX 4.3 0.1 0.000484 0.000003

STORY5 122 SY 0.1 2.8 0.000025 0.000247

STORY5 122 SISMOX Max 3.1 0.1 0.00036 0.000011

STORY5 122 SISMOY Max 0.04225 1.8 0.000019 0.000165

STORY5 123 SX 3.5 0.1 0.000275 0.000014

STORY5 123 SY 0.1 2.8 0.000003 0.000243

STORY5 123 SISMOX Max 2.4 0.1 0.000188 0.000017

STORY5 123 SISMOY Max 0.1 1.8 0.000003 0.000161

STORY5 124 SX 3.8 0.1 0.000386 0.00001

STORY5 124 SY -0.02428 2.8 0.000006 0.000245

STORY5 124 SISMOX Max 2.7 0.1 0.000274 0.000015

STORY5 124 SISMOY Max 0.04424 1.8 0.000008 0.000163

STORY5 125 SX 4.3 -0.0238 0.000468 0.000014

STORY5 125 SY -0.1 2.8 0.000027 0.000256

STORY5 125 SISMOX Max 3 0.1 0.000346 0.000019

STORY5 125 SISMOY Max 0.1 1.8 0.000022 0.000173

STORY5 126 SX 4.1 -0.03282 0.000354 0.000012

STORY5 126 SY -0.1 2.8 0.00003 0.000261

STORY5 126 SISMOX Max 2.9 0.1 0.000254 0.000018

STORY5 126 SISMOY Max 0.1 1.8 0.000023 0.000176

STORY5 127 SX 4.3 0.02988 0.000463 0.000009

STORY5 127 SY 0.1 2.8 0.000035 0.000249

STORY5 127 SISMOX Max 3.1 0.1 0.00034 0.000014

STORY5 127 SISMOY Max 0.04914 1.8 0.000024 0.000167

STORY5 128 SX 4.4 0.01594 0.000511 0.000008

STORY5 128 SY 0.02733 2.8 0.000012 0.00025

STORY5 128 SISMOX Max 3.1 0.1 0.000379 0.000014

STORY5 128 SISMOY Max 0.01888 1.8 0.000007 0.000168

STORY5 129 SX 3.8 0.2 0.000298 0.000078

STORY5 129 SY 0.01344 2.6 0.000005 0.000206

STORY5 129 SISMOX Max 2.6 0.1 0.000211 0.000056

STORY5 129 SISMOY Max 0.02227 1.7 0.000003 0.000134

STORY5 130 SX 4.3 0.2 0.000462 0.000086

STORY5 130 SY 0.1 2.6 0.000035 0.000205

STORY5 130 SISMOX Max 3.1 0.1 0.000339 0.000062

STORY5 130 SISMOY Max 0.04936 1.7 0.000024 0.000133

STORY5 131 SX 4.1 -0.1 0.000355 0.000033

STORY5 131 SY -0.1 2.9 0.000031 0.000296





TABLE: Joint Drifts


mm mm

STORY5 131 SISMOX Max 2.9 0.1 0.000255 0.000035

STORY5 131 SISMOY Max 0.1 1.9 0.000024 0.000202

STORY5 132 SX 3.1 0.1 0.00018 0.00001

STORY5 132 SY 0.3 2.8 0.000071 0.000241

STORY5 132 SISMOX Max 2.1 0.1 0.000122 0.000015

STORY5 132 SISMOY Max 0.2 1.8 0.000049 0.00016

STORY5 133 SX 4.1 -0.02788 0.000353 0.000001

STORY5 133 SY -0.1 2.5 0.000025 0.000146

STORY5 133 SISMOX Max 2.9 0.1 0.000253 0.000004

STORY5 133 SISMOY Max 0.1 1.6 0.000019 0.000095

STORY5 134 SX 3.8 0.1 0.000296 0.000007

STORY5 134 SY 0.01304 2.8 0.000004 0.000247

STORY5 134 SISMOX Max 2.6 0.1 0.000209 0.000013

STORY5 134 SISMOY Max 0.02232 1.8 0.000003 0.000165

STORY5 135 SX 3.6 0.1 0.000304 0.000012

STORY5 135 SY -0.01111 2.8 0.000017 0.000244

STORY5 135 SISMOX Max 2.5 0.1 0.000212 0.000016

STORY5 135 SISMOY Max 0.03348 1.8 0.000013 0.000163

STORY5 136 SX 3.6 -0.02247 0.000302 9.024E-08

STORY5 136 SY 0.001451 2.4 0.000001 0.000113

STORY5 136 SISMOX Max 2.5 0.1 0.00021 0.000003

STORY5 136 SISMOY Max 0.0296 1.5 0.000003 0.000072

STORY5 137 SX 2.8 0.1 0.000108 0.000016

STORY5 137 SY -0.002562 2.8 0.000001 0.000238

STORY5 137 SISMOX Max 1.9 0.1 0.000072 0.000019

STORY5 137 SISMOY Max 0.03 1.8 0.000001 0.000158

STORY5 138 SX 2.8 -0.2 0.000108 0.000001

STORY5 138 SY 0.008837 2.7 0.000003 0.00021

STORY5 138 SISMOX Max 1.9 0.2 0.000072 0.000005

STORY5 138 SISMOY Max 0.02785 1.7 0.000002 0.000136

STORY5 141 SX 4.3 -0.1 0.000425 0.000003

STORY5 141 SY -0.1 2.4 0.000036 0.000138

STORY5 141 SISMOX Max 3 0.1 0.000311 0.000003

STORY5 141 SISMOY Max 0.1 1.5 0.000026 0.000087

STORY5 142 SX 4.5 -0.1 0.000587 0.000001

STORY5 142 SY -0.1 2.4 0.000042 0.000137

STORY5 142 SISMOX Max 3.3 0.1 0.000463 0.000002

STORY5 142 SISMOY Max 0.1 1.5 0.00004 0.000087

STORY5 143 SX 4.1 -0.1 0.000363 0.000001

STORY5 143 SY -0.01016 2.4 0.000005 0.000135

STORY5 143 SISMOX Max 2.9 0.1 0.000261 0.000002

STORY5 143 SISMOY Max 0.0113 1.5 0.000004 0.000085

STORY5 144 SX 3.1 -0.7 0.000188 0.000117

STORY5 144 SY -0.3 2.3 0.000063 0.00013

STORY5 144 SISMOX Max 2.2 0.6 0.000131 0.000087

STORY5 144 SISMOY Max 0.2 1.5 0.000044 0.000083





TABLE: Joint Drifts


mm mm

STORY5 145 SX 4.3 -0.7 0.000434 0.000126

STORY5 145 SY -0.1 2.3 0.000039 0.000111

STORY5 145 SISMOX Max 3 0.6 0.000318 0.000094

STORY5 145 SISMOY Max 0.1 1.5 0.000028 0.00007

STORY5 146 SX 4.3 -0.1 0.000447 0.000047

STORY5 146 SY -0.1 2.6 0.000042 0.000205

STORY5 146 SISMOX Max 3 0.1 0.000328 0.000036

STORY5 146 SISMOY Max 0.1 1.7 0.000029 0.000131

STORY5 147 SX 5.1 -0.1 0.000743 0.000037

STORY5 147 SY -0.02148 2.6 0.000009 0.000203

STORY5 147 SISMOX Max 4 0.1 0.000706 0.000028

STORY5 147 SISMOY Max 0.1 1.7 0.000025 0.000129

STORY5 148 SX 5.9 -0.1 0.001082 0.000023

STORY5 148 SY 0.02032 2.6 0.000012 0.000203

STORY5 148 SISMOX Max 5 0.1 0.001169 0.000017

STORY5 148 SISMOY Max 0.1 1.7 0.00005 0.00013

STORY5 149 SX 4.1 -0.1 0.000361 0.000005

STORY5 149 SY -0.03106 2.6 0.000012 0.000198

STORY5 149 SISMOX Max 2.9 0.1 0.000259 0.000006

STORY5 149 SISMOY Max 0.027 1.7 0.000009 0.000126

STORY5 150 SX 3.1 -0.2 0.000183 0.000009

STORY5 150 SY -0.3 2.7 0.00007 0.000212

STORY5 150 SISMOX Max 2.2 0.2 0.000127 0.00001

STORY5 150 SISMOY Max 0.2 1.7 0.000048 0.000137

STORY5 151 SX 3.3 -0.2 0.000222 0.000009

STORY5 151 SY -0.3 2.7 0.00006 0.000212

STORY5 151 SISMOX Max 2.3 0.2 0.000152 0.00001

STORY5 151 SISMOY Max 0.2 1.7 0.000043 0.000137

STORY5 152 SX 3.5 -0.2 0.000271 0.000007

STORY5 152 SY -0.1 2.7 0.000001 0.000211

STORY5 152 SISMOX Max 2.4 0.2 0.000185 0.000009

STORY5 152 SISMOY Max 0.1 1.7 0.000003 0.000136

STORY5 153 SX 3.8 -0.2 0.000389 0.000012

STORY5 153 SY 0.03467 2.7 0.000012 0.000211

STORY5 153 SISMOX Max 2.7 0.2 0.000275 0.000013

STORY5 153 SISMOY Max 0.0339 1.7 0.000009 0.000136

STORY5 154 SX 4 -0.2 0.000416 0.000016

STORY5 154 SY 0.03065 2.6 0.000008 0.000207

STORY5 154 SISMOX Max 2.8 0.2 0.000296 0.000015

STORY5 154 SISMOY Max 0.0324 1.7 0.000007 0.000134

STORY5 155 SX 4.4 -0.2 0.000515 0.000024

STORY5 155 SY 0.04525 2.6 0.000022 0.000202

STORY5 155 SISMOX Max 3.1 0.2 0.000385 0.000021

STORY5 155 SISMOY Max 0.0328 1.7 0.000015 0.00013

STORY5 156 SX 4.5 -0.2 0.000518 0.000017

STORY5 156 SY 0.03999 2.6 0.000019 0.000198





TABLE: Joint Drifts


mm mm

STORY5 156 SISMOX Max 3.2 0.2 0.000382 0.000017

STORY5 156 SISMOY Max 0.02693 1.7 0.000012 0.000127

STORY5 157 SX 4.5 -0.1 0.000527 0.000019

STORY5 157 SY -0.01107 2.6 0.000005 0.000195

STORY5 157 SISMOX Max 3.2 0.1 0.000394 0.000018

STORY5 157 SISMOY Max 0.0245 1.7 0.000006 0.000126

STORY5 158 SX 4.3 -0.1 0.000452 0.000016

STORY5 158 SY -0.1 2.6 0.000021 0.000192

STORY5 158 SISMOX Max 3.1 0.1 0.000334 0.000016

STORY5 158 SISMOY Max 0.04672 1.7 0.000017 0.000123

STORY5 159 SX 4.1 -0.1 0.000358 0.000022

STORY5 159 SY -0.1 2.6 0.00002 0.00019

STORY5 159 SISMOX Max 2.9 0.1 0.000257 0.00002

STORY5 159 SISMOY Max 0.04375 1.7 0.000015 0.000122

STORY5 160 SX 3.8 -0.4 0.000297 0.000116

STORY5 160 SY 0.01513 2.6 0.000009 0.000168

STORY5 160 SISMOX Max 2.6 0.3 0.00021 0.000092

STORY5 160 SISMOY Max 0.02226 1.6 0.000006 0.000108

STORY5 161 SX 4.3 -0.4 0.000475 0.000119

STORY5 161 SY -0.0216 2.5 0.000007 0.000166

STORY5 161 SISMOX Max 3 0.3 0.000353 0.000094

STORY5 161 SISMOY Max 0.03502 1.6 0.000007 0.000106

STORY5 162 SX 4.5 -0.4 0.000549 0.000123

STORY5 162 SY 0.01143 2.6 0.000008 0.000166

STORY5 162 SISMOX Max 3.2 0.3 0.000411 0.000097

STORY5 162 SISMOY Max 0.02499 1.6 0.000006 0.000106

STORY5 163 SX 4.5 -0.4 0.00052 0.000126

STORY5 163 SY 0.03899 2.6 0.000019 0.000167

STORY5 163 SISMOX Max 3.2 0.3 0.000384 0.0001

STORY5 163 SISMOY Max 0.02649 1.6 0.000012 0.000107

STORY5 164 SX 3.8 -0.2 0.000293 0.000019

STORY5 164 SY 0.01542 2.6 0.00001 0.000206

STORY5 164 SISMOX Max 2.6 0.2 0.000207 0.000018

STORY5 164 SISMOY Max 0.02232 1.7 0.000006 0.000133

STORY5 165 SX 3.6 -0.2 0.000302 0.00001

STORY5 165 SY 0.01384 2.7 0.000019 0.000211

STORY5 165 SISMOX Max 2.5 0.2 0.00021 0.000011

STORY5 165 SISMOY Max 0.02777 1.7 0.000012 0.000136

STORY5 166 SX 2.8 -0.02021 0.000104 0.000001

STORY5 166 SY 0.003127 2.4 0.000002 0.000111

STORY5 166 SISMOX Max 1.9 0.1 0.000069 0.000002

STORY5 166 SISMOY Max 0.02875 1.5 0.000002 0.00007

STORY5 169 SX 5.9 -0.1 0.001086 0.000059

STORY5 169 SY -0.2 2.9 0.00009 0.000288

STORY5 169 SISMOX Max 5 0.1 0.001156 0.000055

STORY5 169 SISMOY Max 0.4 1.9 0.000157 0.000196





TABLE: Joint Drifts


mm mm

STORY5 170 SX 3.3 0.1 0.000221 0.00001

STORY5 170 SY 0.3 2.8 0.00006 0.000242

STORY5 170 SISMOX Max 2.2 0.1 0.000149 0.000015

STORY5 170 SISMOY Max 0.2 1.8 0.000042 0.00016

STORY5 171 SX 4.1 -0.04293 0.000375 0.000004

STORY5 171 SY -0.03283 2.5 0.00001 0.000138

STORY5 171 SISMOX Max 2.9 0.1 0.00027 0.000003

STORY5 171 SISMOY Max 0.03742 1.6 0.000009 0.000089

STORY5 172 SX 4.1 -0.009114 0.000376 0.000002

STORY5 172 SY -0.03379 2.4 0.000011 0.000128

STORY5 172 SISMOX Max 2.9 0.1 0.00027 0.000005

STORY5 172 SISMOY Max 0.03793 1.6 0.000009 0.000082

STORY5 173 SX 4.3 -0.2 0.000433 0.000021

STORY5 173 SY -0.1 2.4 0.000021 0.000148

STORY5 173 SISMOX Max 3 0.1 0.000315 0.000013

STORY5 173 SISMOY Max 0.0429 1.6 0.000012 0.000096

STORY5 174 SX 4.1 -0.1 0.000353 0.000009

STORY5 174 SY 0.1 2.4 0.000026 0.000151

STORY5 174 SISMOX Max 2.9 0.1 0.000252 0.000005

STORY5 174 SISMOY Max 0.1 1.6 0.00002 0.000098

STORY5 175 SX 3.1 -0.6 0.000185 0.000109

STORY5 175 SY -0.3 2.3 0.000065 0.000126

STORY5 175 SISMOX Max 2.1 0.4 0.000126 0.000077

STORY5 175 SISMOY Max 0.2 1.5 0.000045 0.00008

STORY5 176 SX 4.3 -0.6 0.000441 0.000116

STORY5 176 SY -0.1 2.3 0.000025 0.000109

STORY5 176 SISMOX Max 3 0.4 0.000322 0.000083

STORY5 176 SISMOY Max 0.04284 1.5 0.000015 0.000068

STORY5 177 SX 4.3 0.1 0.00045 0.00008

STORY5 177 SY -0.1 2.8 0.000029 0.000289

STORY5 177 SISMOX Max 3 0.1 0.000329 0.000072

STORY5 177 SISMOY Max 0.04268 1.9 0.000017 0.000197

STORY5 178 SX 5.1 0.1 0.000749 0.00007

STORY5 178 SY 0.1 2.8 0.00004 0.000286

STORY5 178 SISMOX Max 3.9 0.1 0.000699 0.000064

STORY5 178 SISMOY Max 0.2 1.8 0.000072 0.000194

STORY5 179 SX 4 -0.1 0.000412 0.00001

STORY5 179 SY 0.01427 2.8 0.000001 0.000245

STORY5 179 SISMOX Max 2.8 0.1 0.000293 0.000015

STORY5 179 SISMOY Max 0.03594 1.8 0.000005 0.000163

STORY5 180 SX 4.3 -0.1 0.000484 0.000003

STORY5 180 SY -0.1 2.8 0.000025 0.000247

STORY5 180 SISMOX Max 3.1 0.1 0.00036 0.000011

STORY5 180 SISMOY Max 0.04545 1.8 0.000019 0.000164

STORY5 181 SX 3.5 -0.1 0.000275 0.000014

STORY5 181 SY -0.1 2.7 0.000003 0.000243





TABLE: Joint Drifts


mm mm

STORY5 181 SISMOX Max 2.4 0.1 0.000188 0.000018

STORY5 181 SISMOY Max 0.1 1.8 0.000002 0.000161

STORY5 182 SX 3.8 -0.1 0.000386 0.00001

STORY5 182 SY 0.02509 2.7 0.000006 0.000244

STORY5 182 SISMOX Max 2.7 0.1 0.000274 0.000015

STORY5 182 SISMOY Max 0.04043 1.8 0.000008 0.000162

STORY5 183 SX 4.3 0.0252 0.000468 0.000015

STORY5 183 SY 0.1 2.8 0.000027 0.000256

STORY5 183 SISMOX Max 3 0.1 0.000346 0.000019

STORY5 183 SISMOY Max 0.1 1.8 0.000021 0.000172

STORY5 184 SX 4.1 0.03425 0.000354 0.000013

STORY5 184 SY 0.1 2.8 0.00003 0.000261

STORY5 184 SISMOX Max 2.9 0.1 0.000254 0.000018

STORY5 184 SISMOY Max 0.1 1.8 0.000022 0.000176

STORY5 185 SX 4.3 -0.0286 0.000463 0.000009

STORY5 185 SY -0.1 2.8 0.000035 0.000249

STORY5 185 SISMOX Max 3.1 0.1 0.00034 0.000015

STORY5 185 SISMOY Max 0.1 1.8 0.000025 0.000166

STORY5 186 SX 4.4 -0.01464 0.000511 0.000008

STORY5 186 SY -0.0259 2.8 0.000012 0.000249

STORY5 186 SISMOX Max 3.1 0.1 0.00038 0.000014

STORY5 186 SISMOY Max 0.02054 1.8 0.000008 0.000167

STORY5 187 SX 3.8 -0.2 0.000298 0.000078

STORY5 187 SY -0.01257 2.6 0.000004 0.000206

STORY5 187 SISMOX Max 2.6 0.1 0.000211 0.000056

STORY5 187 SISMOY Max 0.02196 1.7 0.000003 0.000134

STORY5 188 SX 4.3 -0.2 0.000462 0.000086

STORY5 188 SY -0.1 2.6 0.000034 0.000205

STORY5 188 SISMOX Max 3.1 0.1 0.000339 0.000062

STORY5 188 SISMOY Max 0.1 1.7 0.000024 0.000133

STORY5 189 SX 4.1 0.1 0.000356 0.000033

STORY5 189 SY 0.1 2.9 0.000031 0.000295

STORY5 189 SISMOX Max 2.9 0.1 0.000255 0.000035

STORY5 189 SISMOY Max 0.1 1.9 0.000023 0.000201

STORY5 190 SX 3.1 -0.1 0.00018 0.00001

STORY5 190 SY -0.3 2.8 0.000071 0.000241

STORY5 190 SISMOX Max 2.1 0.1 0.000122 0.000015

STORY5 190 SISMOY Max 0.2 1.8 0.000049 0.00016

STORY5 191 SX 4.1 0.02823 0.000353 0.000001

STORY5 191 SY 0.1 2.5 0.000025 0.000146

STORY5 191 SISMOX Max 2.9 0.1 0.000253 0.000004

STORY5 191 SISMOY Max 0.1 1.6 0.000018 0.000095

STORY5 192 SX 3.8 -0.1 0.000296 0.000007

STORY5 192 SY -0.01213 2.8 0.000004 0.000247

STORY5 192 SISMOX Max 2.6 0.1 0.000209 0.000014

STORY5 192 SISMOY Max 0.02197 1.8 0.000003 0.000164





TABLE: Joint Drifts


mm mm

STORY5 193 SX 3.6 -0.1 0.000304 0.000012

STORY5 193 SY 0.01183 2.7 0.000017 0.000244

STORY5 193 SISMOX Max 2.5 0.1 0.000212 0.000017

STORY5 193 SISMOY Max 0.03071 1.8 0.000012 0.000162

STORY5 194 SX 3.6 0.02282 0.000302 5.623E-08

STORY5 194 SY -0.0007421 2.4 0.000001 0.000113

STORY5 194 SISMOX Max 2.5 0.1 0.00021 0.000003

STORY5 194 SISMOY Max 0.02776 1.5 0.000002 0.000072

STORY5 195 SX 2.8 -0.1 0.000108 0.000017

STORY5 195 SY 0.002891 2.8 0.000001 0.000238

STORY5 195 SISMOX Max 1.9 0.1 0.000072 0.00002

STORY5 195 SISMOY Max 0.02807 1.8 0.000001 0.000158

STORY5 196 SX 2.8 0.2 0.000108 0.000001

STORY5 196 SY -0.008508 2.7 0.000003 0.00021

STORY5 196 SISMOX Max 1.9 0.2 0.000072 0.000005

STORY5 196 SISMOY Max 0.02686 1.7 0.000003 0.000135

STORY5 199 SX 4.3 0.1 0.000425 0.000003

STORY5 199 SY 0.1 2.4 0.000036 0.000138

STORY5 199 SISMOX Max 3 0.1 0.000311 0.000003

STORY5 199 SISMOY Max 0.1 1.5 0.000025 0.000087

STORY5 200 SX 4.5 0.1 0.000587 0.000001

STORY5 200 SY 0.1 2.4 0.000043 0.000137

STORY5 200 SISMOX Max 3.3 0.1 0.000463 0.000002

STORY5 200 SISMOY Max 0.1 1.5 0.000039 0.000087

STORY5 201 SX 4.1 0.1 0.000363 0.000001

STORY5 201 SY 0.01146 2.4 0.000005 0.000135

STORY5 201 SISMOX Max 2.9 0.1 0.000261 0.000002

STORY5 201 SISMOY Max 0.008318 1.5 0.000004 0.000085

STORY5 202 SX 3.1 0.7 0.000188 0.000117

STORY5 202 SY 0.3 2.3 0.000063 0.00013

STORY5 202 SISMOX Max 2.2 0.6 0.000131 0.000087

STORY5 202 SISMOY Max 0.2 1.5 0.000044 0.000083

STORY5 203 SX 4.3 0.7 0.000434 0.000126

STORY5 203 SY 0.1 2.3 0.000039 0.000111

STORY5 203 SISMOX Max 3 0.6 0.000318 0.000094

STORY5 203 SISMOY Max 0.1 1.5 0.000027 0.00007

STORY5 204 SX 4.3 0.1 0.000447 0.000047

STORY5 204 SY 0.1 2.6 0.000042 0.000205

STORY5 204 SISMOX Max 3 0.1 0.000328 0.000036

STORY5 204 SISMOY Max 0.1 1.7 0.000029 0.000131

STORY5 205 SX 5.1 0.1 0.000743 0.000037

STORY5 205 SY 0.02262 2.6 0.000009 0.000203

STORY5 205 SISMOX Max 4 0.1 0.000706 0.000028

STORY5 205 SISMOY Max 0.1 1.7 0.000024 0.000129

STORY5 206 SX 5.9 0.1 0.001082 0.000023

STORY5 206 SY -0.01913 2.6 0.000012 0.000203





TABLE: Joint Drifts


mm mm

STORY5 206 SISMOX Max 5 0.1 0.00117 0.000016

STORY5 206 SISMOY Max 0.1 1.7 0.00005 0.00013

STORY5 207 SX 4.1 0.1 0.000361 0.000005

STORY5 207 SY 0.03236 2.6 0.000012 0.000198

STORY5 207 SISMOX Max 2.9 0.1 0.000259 0.000006

STORY5 207 SISMOY Max 0.02394 1.7 0.000009 0.000126

STORY5 208 SX 3.1 0.2 0.000183 0.000009

STORY5 208 SY 0.3 2.7 0.00007 0.000212

STORY5 208 SISMOX Max 2.2 0.2 0.000127 0.00001

STORY5 208 SISMOY Max 0.2 1.7 0.000048 0.000137

STORY5 209 SX 3.3 0.2 0.000222 0.000009

STORY5 209 SY 0.3 2.7 0.00006 0.000212

STORY5 209 SISMOX Max 2.3 0.2 0.000152 0.00001

STORY5 209 SISMOY Max 0.2 1.7 0.000043 0.000137

STORY5 210 SX 3.5 0.2 0.000271 0.000007

STORY5 210 SY 0.1 2.7 0.000001 0.000211

STORY5 210 SISMOX Max 2.4 0.2 0.000185 0.000009

STORY5 210 SISMOY Max 0.1 1.7 0.000003 0.000136

STORY5 211 SX 3.8 0.2 0.000389 0.000012

STORY5 211 SY -0.03398 2.7 0.000012 0.00021

STORY5 211 SISMOX Max 2.7 0.2 0.000276 0.000013

STORY5 211 SISMOY Max 0.03573 1.7 0.00001 0.000136

STORY5 212 SX 4 0.2 0.000416 0.000016

STORY5 212 SY -0.02988 2.6 0.000008 0.000207

STORY5 212 SISMOX Max 2.8 0.2 0.000296 0.000015

STORY5 212 SISMOY Max 0.03403 1.7 0.000008 0.000133

STORY5 213 SX 4.4 0.2 0.000516 0.000024

STORY5 213 SY -0.04412 2.6 0.000022 0.000202

STORY5 213 SISMOX Max 3.1 0.2 0.000385 0.000021

STORY5 213 SISMOY Max 0.03549 1.7 0.000015 0.00013

STORY5 214 SX 4.5 0.2 0.000518 0.000017

STORY5 214 SY -0.03877 2.6 0.000019 0.000198

STORY5 214 SISMOX Max 3.2 0.2 0.000382 0.000017

STORY5 214 SISMOY Max 0.02963 1.7 0.000013 0.000127

STORY5 215 SX 4.5 0.1 0.000527 0.000019

STORY5 215 SY 0.01233 2.6 0.000005 0.000195

STORY5 215 SISMOX Max 3.2 0.2 0.000394 0.000018

STORY5 215 SISMOY Max 0.02117 1.7 0.000006 0.000125

STORY5 216 SX 4.3 0.1 0.000452 0.000016

STORY5 216 SY 0.1 2.6 0.000021 0.000192

STORY5 216 SISMOX Max 3.1 0.1 0.000334 0.000016

STORY5 216 SISMOY Max 0.04297 1.7 0.000016 0.000123

STORY5 217 SX 4.1 0.1 0.000358 0.000022

STORY5 217 SY 0.1 2.6 0.00002 0.00019

STORY5 217 SISMOX Max 2.9 0.1 0.000257 0.00002

STORY5 217 SISMOY Max 0.04068 1.7 0.000014 0.000122





TABLE: Joint Drifts


mm mm

STORY5 218 SX 3.8 0.4 0.000297 0.000116

STORY5 218 SY -0.01408 2.6 0.000009 0.000168

STORY5 218 SISMOX Max 2.6 0.3 0.00021 0.000092

STORY5 218 SISMOY Max 0.02213 1.6 0.000006 0.000107

STORY5 219 SX 4.3 0.4 0.000475 0.000119

STORY5 219 SY 0.0226 2.5 0.000007 0.000166

STORY5 219 SISMOX Max 3 0.3 0.000353 0.000094

STORY5 219 SISMOY Max 0.03159 1.6 0.000006 0.000106

STORY5 220 SX 4.5 0.4 0.000549 0.000123

STORY5 220 SY -0.01036 2.5 0.000008 0.000166

STORY5 220 SISMOX Max 3.2 0.3 0.000411 0.000097

STORY5 220 SISMOY Max 0.02457 1.6 0.000007 0.000106

STORY5 221 SX 4.5 0.4 0.00052 0.000126

STORY5 221 SY -0.03777 2.6 0.000019 0.000167

STORY5 221 SISMOX Max 3.2 0.3 0.000384 0.0001

STORY5 221 SISMOY Max 0.02915 1.6 0.000013 0.000106

STORY5 222 SX 3.8 0.2 0.000293 0.000019

STORY5 222 SY -0.0144 2.6 0.00001 0.000206

STORY5 222 SISMOX Max 2.6 0.2 0.000207 0.000018

STORY5 222 SISMOY Max 0.02224 1.7 0.000006 0.000133

STORY5 223 SX 3.6 0.2 0.000302 0.000009

STORY5 223 SY -0.01314 2.7 0.000019 0.000211

STORY5 223 SISMOX Max 2.5 0.2 0.00021 0.000011

STORY5 223 SISMOY Max 0.02712 1.7 0.000012 0.000136

STORY5 224 SX 2.8 0.02054 0.000104 0.000001

STORY5 224 SY -0.002798 2.4 0.000002 0.000111

STORY5 224 SISMOX Max 1.9 0.1 0.000069 0.000002

STORY5 224 SISMOY Max 0.02727 1.5 0.000002 0.00007

STORY5 225 SX 5.9 0.1 0.001086 0.000059

STORY5 225 SY 0.2 2.9 0.00009 0.000288

STORY5 225 SISMOX Max 5 0.1 0.001157 0.000055

STORY5 225 SISMOY Max 0.4 1.9 0.000155 0.000195

STORY5 226 SX 3.3 -0.1 0.000221 0.00001

STORY5 226 SY -0.3 2.8 0.00006 0.000241

STORY5 226 SISMOX Max 2.2 0.1 0.000149 0.000015

STORY5 226 SISMOY Max 0.2 1.8 0.000042 0.00016

STORY5 227 SX 4.1 0.0424 0.000372 0.000004

STORY5 227 SY 0.03359 2.5 0.00001 0.000136

STORY5 227 SISMOX Max 2.9 0.1 0.000267 0.000003

STORY5 227 SISMOY Max 0.03344 1.6 0.000008 0.000088

STORY5 228 SX 4.1 0.01002 0.000373 0.000002

STORY5 228 SY 0.03423 2.4 0.00001 0.000126

STORY5 228 SISMOX Max 2.9 0.1 0.000268 0.000005

STORY5 228 SISMOY Max 0.03378 1.6 0.000008 0.000081

STORY5 229 SX 4.1 -0.1 0.000354 0.000014

STORY5 229 SY 0.1 3 0.000031 0.000324





TABLE: Joint Drifts


mm mm

STORY5 229 SISMOX Max 2.8 0.2 0.000252 0.000021

STORY5 229 SISMOY Max 0.1 1.9 0.000024 0.000223

STORY5 230 SX 4.1 -0.1 0.000356 0.000014

STORY5 230 SY -0.1 3 0.000031 0.000323

STORY5 230 SISMOX Max 2.9 0.2 0.000255 0.000022

STORY5 230 SISMOY Max 0.1 1.9 0.000024 0.000223

STORY5 231 SX 4.1 0.1 0.000354 0.000014

STORY5 231 SY -0.1 3 0.000031 0.000323

STORY5 231 SISMOX Max 2.8 0.2 0.000252 0.000022

STORY5 231 SISMOY Max 0.1 1.9 0.000024 0.000222

STORY5 232 SX 4.1 0.1 0.000356 0.000015

STORY5 232 SY 0.1 3 0.000031 0.000323

STORY5 232 SISMOX Max 2.9 0.2 0.000255 0.000022

STORY5 232 SISMOY Max 0.1 1.9 0.000024 0.000222

STORY4 3 SX 2.6 -0.5 0.000259 0.000093

STORY4 3 SY -0.2 2 0.000034 0.000194

STORY4 3 SISMOX Max 1.7 0.4 0.000175 0.000074

STORY4 3 SISMOY Max 0.1 1.3 0.000024 0.000125

STORY4 4 SX 3.1 -0.5 0.000381 0.000095

STORY4 4 SY -0.02038 2.1 0.000004 0.000206

STORY4 4 SISMOX Max 2.1 0.4 0.000267 0.000075

STORY4 4 SISMOY Max 0.01531 1.3 0.000002 0.000134

STORY4 5 SX 3.1 -0.2 0.000387 0.000029

STORY4 5 SY -0.03122 2.1 0.000007 0.000212

STORY4 5 SISMOX Max 2.1 0.3 0.000272 0.000029

STORY4 5 SISMOY Max 0.02183 1.3 0.000004 0.000138

STORY4 6 SX 3.1 -0.2 0.000374 0.000043

STORY4 6 SY -0.01215 2.1 0.000001 0.000228

STORY4 6 SISMOX Max 2.1 0.2 0.000262 0.000038

STORY4 6 SISMOY Max 0.01093 1.4 0.000001 0.000149

STORY4 7 SX 3.2 -0.2 0.000395 0.000039

STORY4 7 SY 0.001942 2.1 0.000002 0.000229

STORY4 7 SISMOX Max 2.2 0.2 0.000277 0.000035

STORY4 7 SISMOY Max 0.007898 1.4 0.000002 0.00015

STORY4 8 SX 3.2 -0.3 0.000389 0.000038

STORY4 8 SY 0.0496 2.1 0.000014 0.000209

STORY4 8 SISMOX Max 2.2 0.3 0.000275 0.000035

STORY4 8 SISMOY Max 0.03393 1.3 0.00001 0.000136

STORY4 9 SX 3.2 -0.1 0.000389 0.000018

STORY4 9 SY 0.02658 2.2 0.000008 0.000234

STORY4 9 SISMOX Max 2.2 0.2 0.000275 0.00002

STORY4 9 SISMOY Max 0.0174 1.4 0.000006 0.000154

STORY4 10 SX 3.1 -0.2 0.000378 0.000032

STORY4 10 SY -0.004102 2.1 6.417E-08 0.000231

STORY4 10 SISMOX Max 2.1 0.2 0.000266 0.00003

STORY4 10 SISMOY Max 0.006083 1.4 0.000001 0.000151





TABLE: Joint Drifts


mm mm

STORY4 11 SX 3.1 -0.1 0.000378 0.000018

STORY4 11 SY 0.002427 2.2 0.000002 0.000231

STORY4 11 SISMOX Max 2.2 0.1 0.000266 0.000019

STORY4 11 SISMOY Max 0.00259 1.4 0.000001 0.000151

STORY4 12 SX 3.2 -0.1 0.00039 0.000016

STORY4 12 SY 0.01305 2.2 0.000004 0.00023

STORY4 12 SISMOX Max 2.2 0.1 0.000276 0.000018

STORY4 12 SISMOY Max 0.007942 1.4 0.000003 0.00015

STORY4 13 SX 3.2 -0.04805 0.000392 0.000007

STORY4 13 SY 0.004108 2.1 0.000003 0.00022

STORY4 13 SISMOX Max 2.2 0.1 0.000277 0.00001

STORY4 13 SISMOY Max 0.002318 1.4 0.000002 0.000143

STORY4 14 SX 3.2 -0.004693 0.000386 0.000000151

STORY4 14 SY 0.001062 2.1 0.000003 0.000221

STORY4 14 SISMOX Max 2.2 0.04165 0.000273 0.000004

STORY4 14 SISMOY Max 0.001886 1.4 0.000002 0.000143

STORY4 15 SX 3.2 0.01275 0.000384 0.000004

STORY4 15 SY -0.002045 2.1 0.000002 0.000221

STORY4 15 SISMOX Max 2.2 0.03356 0.000271 0.000003

STORY4 15 SISMOY Max 0.003502 1.4 0.000002 0.000143

STORY4 16 SX 3.1 0.1 0.000371 0.000015

STORY4 16 SY -0.006811 2.1 0.000001 0.000221

STORY4 16 SISMOX Max 2.1 0.04412 0.00026 0.000009

STORY4 16 SISMOY Max 0.006649 1.4 0.000001 0.000142

STORY4 17 SX 3.2 0.01341 0.000382 0.000002

STORY4 17 SY -0.001071 2.1 0.000001 0.000219

STORY4 17 SISMOX Max 2.2 0.02685 0.00027 0.000005

STORY4 17 SISMOY Max 0.002707 1.4 0.000001 0.000141

STORY4 18 SX 3.2 0.1 0.00038 0.000005

STORY4 18 SY -0.001835 2.1 0.000001 0.000215

STORY4 18 SISMOX Max 2.2 0.03661 0.000269 0.000004

STORY4 18 SISMOY Max 0.002933 1.4 0.000001 0.000138

STORY4 19 SX 2.9 0.1 0.00032 0.00001

STORY4 19 SY 0.01774 2.1 0.000006 0.000214

STORY4 19 SISMOX Max 2 0.03682 0.000223 0.000008

STORY4 19 SISMOY Max 0.0117 1.4 0.000004 0.000137

STORY4 20 SX 3.1 0.4 0.000368 0.000104

STORY4 20 SY -0.01051 2.1 0.000001 0.000204

STORY4 20 SISMOX Max 2.1 0.3 0.000257 0.000074

STORY4 20 SISMOY Max 0.00941 1.3 0.000001 0.000131

STORY4 21 SX 3.1 0.1 0.000367 0.000033

STORY4 21 SY -0.01448 2.1 2.527E-07 0.000219

STORY4 21 SISMOX Max 2.1 0.1 0.000256 0.000022

STORY4 21 SISMOY Max 0.01176 1.4 0.000001 0.000141

STORY4 22 SX 3.2 0.1 0.000398 0.000025

STORY4 22 SY -0.02688 2.1 0.000002 0.00022





TABLE: Joint Drifts


mm mm

STORY4 22 SISMOX Max 2.2 0.1 0.000279 0.000016

STORY4 22 SISMOY Max 0.01886 1.4 0.000002 0.000142

STORY4 23 SX 2.7 0.1 0.000295 0.000034

STORY4 23 SY 0.01395 2.1 0.000006 0.000223

STORY4 23 SISMOX Max 1.8 0.1 0.000201 0.000022

STORY4 23 SISMOY Max 0.01579 1.4 0.000004 0.000144

STORY4 24 SX 2.8 -0.04592 0.0003 0.000005

STORY4 24 SY -0.01634 2.1 0.000001 0.000214

STORY4 24 SISMOX Max 1.8 0.1 0.000205 0.000009

STORY4 24 SISMOY Max 0.01529 1.4 0.000001 0.000139

STORY4 25 SX 2.8 -0.2 0.0003 0.000042

STORY4 25 SY -0.0471 2.2 0.000008 0.000228

STORY4 25 SISMOX Max 1.8 0.2 0.000205 0.000036

STORY4 25 SISMOY Max 0.03299 1.4 0.000006 0.000149

STORY4 26 SX 2.4 -0.04547 0.000225 0.000005

STORY4 26 SY -0.01503 2.1 4.852E-07 0.000215

STORY4 26 SISMOX Max 1.6 0.1 0.00015 0.000009

STORY4 26 SISMOY Max 0.0171 1.4 0.000002 0.000139

STORY4 27 SX 2.4 -0.3 0.000224 0.00005

STORY4 27 SY -0.01277 2.2 0.000003 0.000232

STORY4 27 SISMOX Max 1.6 0.3 0.000148 0.000042

STORY4 27 SISMOY Max 0.0165 1.4 0.000003 0.000152

STORY4 28 SX 2.4 0.2 0.000222 0.00004

STORY4 28 SY -0.01753 2.2 0.000002 0.000226

STORY4 28 SISMOX Max 1.6 0.1 0.000147 0.000026

STORY4 28 SISMOY Max 0.01782 1.4 0.000002 0.000146

STORY4 29 SX 2.5 0.2 0.000243 0.000037

STORY4 29 SY 0.1 2.2 0.000027 0.000225

STORY4 29 SISMOX Max 1.7 0.1 0.000163 0.000024

STORY4 29 SISMOY Max 0.1 1.4 0.000019 0.000146

STORY4 30 SX 2.6 0.2 0.000257 0.000037

STORY4 30 SY 0.1 2.2 0.000028 0.000225

STORY4 30 SISMOX Max 1.7 0.1 0.000172 0.000024

STORY4 30 SISMOY Max 0.1 1.4 0.00002 0.000146

STORY4 31 SX 2.5 0.5 0.000239 0.000114

STORY4 31 SY 0.1 2 0.00003 0.000191

STORY4 31 SISMOX Max 1.7 0.3 0.000159 0.000081

STORY4 31 SISMOY Max 0.1 1.3 0.000021 0.000122

STORY4 32 SX 3.1 0.1 0.000371 0.000011

STORY4 32 SY -0.006477 2.1 0.000002 0.000214

STORY4 32 SISMOX Max 2.1 0.03424 0.000259 0.000009

STORY4 32 SISMOY Max 0.0071 1.4 0.000002 0.000137

STORY4 33 SX 2.9 0.1 0.000321 0.00001

STORY4 33 SY 0.01806 2.1 0.000006 0.000214

STORY4 33 SISMOX Max 2 0.03631 0.000223 0.000008

STORY4 33 SISMOY Max 0.012 1.4 0.000004 0.000137





TABLE: Joint Drifts


mm mm

STORY4 34 SX 2.9 -0.1 0.00032 0.00001

STORY4 34 SY -0.01668 2.1 0.000006 0.000214

STORY4 34 SISMOX Max 2 0.03672 0.000223 0.000008

STORY4 34 SISMOY Max 0.01236 1.4 0.000004 0.000137

STORY4 35 SX 3 0.1 0.000345 0.000024

STORY4 35 SY -0.01051 2.1 9.134E-08 0.000222

STORY4 35 SISMOX Max 2 0.1 0.000239 0.000015

STORY4 35 SISMOY Max 0.01068 1.4 0.000001 0.000143

STORY4 36 SX 3 0.02064 0.000344 0.000008

STORY4 36 SY -0.01022 2.1 2.11E-08 0.000221

STORY4 36 SISMOX Max 2 0.03755 0.000239 0.000004

STORY4 36 SISMOY Max 0.01065 1.4 0.000001 0.000143

STORY4 37 SX 2.9 0.1 0.000319 0.000026

STORY4 37 SY -0.02662 2.1 0.000004 0.000222

STORY4 37 SISMOX Max 1.9 0.1 0.00022 0.000017

STORY4 37 SISMOY Max 0.01975 1.4 0.000003 0.000143

STORY4 38 SX 3.1 0.1 0.000358 0.000018

STORY4 38 SY -0.006485 2.1 0.000001 0.000222

STORY4 38 SISMOX Max 2.1 0.04268 0.00025 0.000011

STORY4 38 SISMOY Max 0.007386 1.4 0.000001 0.000143

STORY4 39 SX 3.1 0.01746 0.00036 0.000007

STORY4 39 SY -0.0112 2.1 1.808E-07 0.000222

STORY4 39 SISMOX Max 2.1 0.03855 0.000251 0.000004

STORY4 39 SISMOY Max 0.01025 1.4 0.000001 0.000143

STORY4 40 SX 3.1 0.009438 0.000378 0.000005

STORY4 40 SY -0.008841 2.1 4.788E-07 0.000222

STORY4 40 SISMOX Max 2.1 0.0416 0.000264 0.000004

STORY4 40 SISMOY Max 0.008668 1.4 0.000001 0.000144

STORY4 41 SX 3.1 0.001871 0.00038 0.000003

STORY4 41 SY -0.005892 2.1 0.000001 0.000222

STORY4 41 SISMOX Max 2.2 0.04498 0.000267 0.000004

STORY4 41 SISMOY Max 0.006605 1.4 0.000001 0.000144

STORY4 42 SX 3.1 0.1 0.000379 0.000014

STORY4 42 SY -0.008515 2.1 0.000001 0.000222

STORY4 42 SISMOX Max 2.2 0.03486 0.000266 0.000008

STORY4 42 SISMOY Max 0.007757 1.4 0.000001 0.000144

STORY4 43 SX 3.2 0.04058 0.000382 0.00001

STORY4 43 SY -0.006573 2.1 0.000001 0.000222

STORY4 43 SISMOX Max 2.2 0.02978 0.000269 0.000005

STORY4 43 SISMOY Max 0.006273 1.4 0.000001 0.000143

STORY4 44 SX 3 -0.1 0.000346 0.000021

STORY4 44 SY -0.01809 2.1 0.000002 0.000224

STORY4 44 SISMOX Max 2 0.1 0.00024 0.00002

STORY4 44 SISMOY Max 0.01452 1.4 0.000002 0.000146

STORY4 45 SX 3.1 -0.1 0.000381 0.000019

STORY4 45 SY -0.003373 2.1 0.000001 0.000225





TABLE: Joint Drifts


mm mm

STORY4 45 SISMOX Max 2.2 0.1 0.000268 0.000019

STORY4 45 SISMOY Max 0.005886 1.4 0.000001 0.000146

STORY4 46 SX 3.1 -0.2 0.000381 0.000026

STORY4 46 SY -0.001421 2.2 0.000001 0.000232

STORY4 46 SISMOX Max 2.2 0.2 0.000268 0.000025

STORY4 46 SISMOY Max 0.005593 1.4 0.000001 0.000151

STORY4 47 SX 3.1 -0.1 0.000375 0.000023

STORY4 47 SY -0.006714 2.2 0.000001 0.000231

STORY4 47 SISMOX Max 2.1 0.2 0.000264 0.000023

STORY4 47 SISMOY Max 0.006457 1.4 0.000001 0.000151

STORY4 48 SX 2.9 -0.2 0.000322 0.000035

STORY4 48 SY 0.001627 2.1 0.000003 0.000229

STORY4 48 SISMOX Max 1.9 0.2 0.000222 0.000032

STORY4 48 SISMOY Max 0.01028 1.4 0.000003 0.000149

STORY4 49 SX 3.1 -0.2 0.000365 0.00003

STORY4 49 SY -0.008223 2.2 2.236E-07 0.00023

STORY4 49 SISMOX Max 2.1 0.2 0.000255 0.000028

STORY4 49 SISMOY Max 0.00829 1.4 0.000001 0.00015

STORY4 50 SX 2.7 -0.2 0.000295 0.000043

STORY4 50 SY -0.1 2.2 0.000022 0.000229

STORY4 50 SISMOX Max 1.8 0.2 0.000201 0.000037

STORY4 50 SISMOY Max 0.1 1.4 0.000015 0.00015

STORY4 51 SX 2.8 -0.2 0.000305 0.00004

STORY4 51 SY -0.007198 2.2 0.000001 0.000229

STORY4 51 SISMOX Max 1.9 0.2 0.000209 0.000035

STORY4 51 SISMOY Max 0.01156 1.4 0.000002 0.000149

STORY4 52 SX 2.6 -0.3 0.000262 0.000046

STORY4 52 SY -0.1 2.2 0.000032 0.000232

STORY4 52 SISMOX Max 1.7 0.2 0.000177 0.000039

STORY4 52 SISMOY Max 0.1 1.4 0.000022 0.000151

STORY4 53 SX 2.7 0.2 0.000283 0.000035

STORY4 53 SY 0.1 2.2 0.000018 0.000223

STORY4 53 SISMOX Max 1.8 0.1 0.000191 0.000023

STORY4 53 SISMOY Max 0.046 1.4 0.000013 0.000144

STORY4 54 SX 2.8 0.1 0.000303 0.000032

STORY4 54 SY -0.02081 2.1 0.000003 0.000223

STORY4 54 SISMOX Max 1.9 0.1 0.000208 0.000021

STORY4 54 SISMOY Max 0.01695 1.4 0.000002 0.000144

STORY4 55 SX 3 -0.2 0.000348 0.000033

STORY4 55 SY -0.01746 2.1 0.000002 0.000228

STORY4 55 SISMOX Max 2 0.2 0.000241 0.00003

STORY4 55 SISMOY Max 0.01422 1.4 0.000002 0.000149

STORY4 56 SX 2.6 -0.3 0.000275 0.000045

STORY4 56 SY -0.1 2.2 0.000033 0.000231

STORY4 56 SISMOX Max 1.7 0.2 0.000187 0.000039

STORY4 56 SISMOY Max 0.1 1.4 0.000023 0.000151





TABLE: Joint Drifts


mm mm

STORY4 57 SX 3.1 -0.01865 0.000378 0.000000129

STORY4 57 SY -0.005555 2.1 0.000001 0.00022

STORY4 57 SISMOX Max 2.1 0.1 0.000265 0.000006

STORY4 57 SISMOY Max 0.006746 1.4 0.000001 0.000143

STORY4 58 SX 3.1 -0.1 0.000378 0.000013

STORY4 58 SY -0.004987 2.1 0.000001 0.000221

STORY4 58 SISMOX Max 2.1 0.1 0.000265 0.000014

STORY4 58 SISMOY Max 0.006571 1.4 0.000001 0.000143

STORY4 59 SX 3.1 0.2 0.000387 0.000029

STORY4 59 SY 0.03354 2.1 0.000007 0.000212

STORY4 59 SISMOX Max 2.1 0.3 0.000272 0.000029

STORY4 59 SISMOY Max 0.02184 1.3 0.000005 0.000138

STORY4 60 SX 3.2 0.3 0.000389 0.000038

STORY4 60 SY -0.04771 2.1 0.000013 0.000209

STORY4 60 SISMOX Max 2.2 0.3 0.000275 0.000035

STORY4 60 SISMOY Max 0.03494 1.3 0.00001 0.000136

STORY4 61 SX 2.6 0.5 0.000259 0.000093

STORY4 61 SY 0.2 2 0.000034 0.000194

STORY4 61 SISMOX Max 1.7 0.4 0.000175 0.000074

STORY4 61 SISMOY Max 0.1 1.3 0.000024 0.000125

STORY4 62 SX 3.1 0.5 0.00038 0.000095

STORY4 62 SY 0.02271 2.1 0.000004 0.000206

STORY4 62 SISMOX Max 2.1 0.4 0.000267 0.000076

STORY4 62 SISMOY Max 0.0153 1.3 0.000003 0.000133

STORY4 63 SX 3.1 0.2 0.000373 0.000043

STORY4 63 SY 0.01449 2.1 0.000002 0.000227

STORY4 63 SISMOX Max 2.1 0.2 0.000261 0.000038

STORY4 63 SISMOY Max 0.01088 1.4 0.000001 0.000148

STORY4 64 SX 3.2 0.2 0.000394 0.000039

STORY4 64 SY 0.0005641 2.1 0.000002 0.000229

STORY4 64 SISMOX Max 2.2 0.2 0.000276 0.000035

STORY4 64 SISMOY Max 0.007655 1.4 0.000002 0.000149

STORY4 65 SX 2.9 0.2 0.000321 0.000036

STORY4 65 SY 0.0003948 2.1 0.000003 0.000228

STORY4 65 SISMOX Max 1.9 0.2 0.000221 0.000032

STORY4 65 SISMOY Max 0.009883 1.4 0.000003 0.000149

STORY4 66 SX 3.1 0.2 0.000364 0.00003

STORY4 66 SY 0.01046 2.1 0.000001 0.00023

STORY4 66 SISMOX Max 2.1 0.2 0.000255 0.000028

STORY4 66 SISMOY Max 0.008109 1.4 0.000001 0.00015

STORY4 67 SX 2.7 0.2 0.000294 0.000043

STORY4 67 SY 0.1 2.2 0.000022 0.000229

STORY4 67 SISMOX Max 1.8 0.2 0.0002 0.000037

STORY4 67 SISMOY Max 0.1 1.4 0.000015 0.000149

STORY4 68 SX 2.8 0.2 0.000305 0.00004

STORY4 68 SY 0.009041 2.1 0.000001 0.000228





TABLE: Joint Drifts


mm mm

STORY4 68 SISMOX Max 1.9 0.2 0.000209 0.000035

STORY4 68 SISMOY Max 0.01139 1.4 0.000002 0.000149

STORY4 69 SX 3.1 0.1 0.000378 0.000019

STORY4 69 SY -0.0004612 2.2 0.000001 0.000231

STORY4 69 SISMOX Max 2.2 0.1 0.000266 0.00002

STORY4 69 SISMOY Max 0.002869 1.4 0.000001 0.000151

STORY4 70 SX 3.2 0.1 0.00039 0.000016

STORY4 70 SY -0.01113 2.2 0.000004 0.00023

STORY4 70 SISMOX Max 2.2 0.1 0.000276 0.000018

STORY4 70 SISMOY Max 0.008983 1.4 0.000003 0.00015

STORY4 71 SX 3.1 0.2 0.000381 0.000026

STORY4 71 SY 0.003765 2.2 4.247E-07 0.000232

STORY4 71 SISMOX Max 2.2 0.2 0.000268 0.000025

STORY4 71 SISMOY Max 0.00542 1.4 0.000001 0.000151

STORY4 72 SX 3.1 0.1 0.000375 0.000024

STORY4 72 SY 0.008853 2.2 0.000002 0.000231

STORY4 72 SISMOX Max 2.1 0.2 0.000264 0.000023

STORY4 72 SISMOY Max 0.006031 1.4 0.000001 0.000151

STORY4 73 SX 3 0.1 0.000345 0.000021

STORY4 73 SY 0.02044 2.1 0.000002 0.000224

STORY4 73 SISMOX Max 2 0.1 0.000239 0.000021

STORY4 73 SISMOY Max 0.01469 1.4 0.000002 0.000146

STORY4 74 SX 3.1 0.1 0.000381 0.00002

STORY4 74 SY 0.00579 2.1 4.904E-07 0.000225

STORY4 74 SISMOX Max 2.2 0.1 0.000268 0.00002

STORY4 74 SISMOY Max 0.0057 1.4 0.000001 0.000146

STORY4 75 SX 3.2 0.1 0.000389 0.000018

STORY4 75 SY -0.02465 2.2 0.000008 0.000234

STORY4 75 SISMOX Max 2.2 0.2 0.000275 0.00002

STORY4 75 SISMOY Max 0.01842 1.4 0.000006 0.000153

STORY4 76 SX 2.6 0.3 0.000261 0.000046

STORY4 76 SY 0.1 2.2 0.000032 0.000231

STORY4 76 SISMOX Max 1.7 0.2 0.000176 0.000039

STORY4 76 SISMOY Max 0.1 1.4 0.000022 0.000151

STORY4 77 SX 3.2 0.04854 0.000392 0.000008

STORY4 77 SY -0.002186 2.1 0.000003 0.00022

STORY4 77 SISMOX Max 2.2 0.1 0.000277 0.000011

STORY4 77 SISMOY Max 0.003117 1.4 0.000002 0.000142

STORY4 78 SX 3 0.2 0.000347 0.000034

STORY4 78 SY 0.01975 2.1 0.000002 0.000228

STORY4 78 SISMOX Max 2 0.2 0.000241 0.000031

STORY4 78 SISMOY Max 0.01434 1.4 0.000002 0.000149

STORY4 79 SX 2.8 0.2 0.0003 0.000042

STORY4 79 SY 0.04887 2.1 0.000009 0.000228

STORY4 79 SISMOX Max 1.8 0.2 0.000205 0.000036

STORY4 79 SISMOY Max 0.03335 1.4 0.000006 0.000149





TABLE: Joint Drifts


mm mm

STORY4 80 SX 2.8 0.04642 0.0003 0.000005

STORY4 80 SY 0.01814 2.1 0.000001 0.000214

STORY4 80 SISMOX Max 1.8 0.1 0.000204 0.000009

STORY4 80 SISMOY Max 0.0154 1.4 0.000001 0.000138

STORY4 81 SX 2.4 0.3 0.000224 0.00005

STORY4 81 SY 0.0139 2.2 0.000003 0.000232

STORY4 81 SISMOX Max 1.6 0.3 0.000148 0.000042

STORY4 81 SISMOY Max 0.01635 1.4 0.000003 0.000151

STORY4 82 SX 2.4 -0.2 0.000222 0.000039

STORY4 82 SY 0.01839 2.2 0.000002 0.000225

STORY4 82 SISMOX Max 1.6 0.1 0.000147 0.000026

STORY4 82 SISMOY Max 0.01773 1.4 0.000002 0.000146

STORY4 85 SX 3.1 -0.1 0.00037 0.000011

STORY4 85 SY 0.01087 2.1 0.000001 0.000214

STORY4 85 SISMOX Max 2.1 0.03471 0.000259 0.000009

STORY4 85 SISMOY Max 0.007958 1.4 0.000001 0.000137

STORY4 86 SX 2.9 -0.1 0.000319 0.000009

STORY4 86 SY -0.01651 2.1 0.000006 0.000214

STORY4 86 SISMOX Max 2 0.0372 0.000222 0.000008

STORY4 86 SISMOY Max 0.01219 1.4 0.000004 0.000137

STORY4 87 SX 3.2 -0.1 0.00038 0.000005

STORY4 87 SY 0.00348 2.1 0.000001 0.000215

STORY4 87 SISMOX Max 2.2 0.03685 0.000269 0.000004

STORY4 87 SISMOY Max 0.00209 1.4 0.000001 0.000138

STORY4 88 SX 2.5 -0.5 0.000236 0.000114

STORY4 88 SY -0.1 2 0.00003 0.000189

STORY4 88 SISMOX Max 1.6 0.3 0.000157 0.000081

STORY4 88 SISMOY Max 0.1 1.3 0.000021 0.000121

STORY4 89 SX 3.1 -0.4 0.000367 0.000103

STORY4 89 SY 0.01496 2.1 5.64E-08 0.000203

STORY4 89 SISMOX Max 2.1 0.3 0.000256 0.000073

STORY4 89 SISMOY Max 0.01049 1.3 0.000001 0.00013

STORY4 90 SX 3.1 -0.1 0.000366 0.000033

STORY4 90 SY 0.01865 2.1 0.000001 0.000218

STORY4 90 SISMOX Max 2.1 0.1 0.000255 0.000022

STORY4 90 SISMOY Max 0.01278 1.4 0.000001 0.000141

STORY4 91 SX 3.2 -0.1 0.000397 0.000025

STORY4 91 SY 0.03194 2.1 0.000004 0.000219

STORY4 91 SISMOX Max 2.2 0.1 0.000278 0.000016

STORY4 91 SISMOY Max 0.02049 1.4 0.000002 0.000141

STORY4 92 SX 3.1 -0.1 0.00037 0.000015

STORY4 92 SY 0.009605 2.1 0.000001 0.00022

STORY4 92 SISMOX Max 2.1 0.04364 0.00026 0.000009

STORY4 92 SISMOY Max 0.006666 1.4 0.000001 0.000142

STORY4 93 SX 3.2 -0.01404 0.000382 0.000002

STORY4 93 SY 0.002788 2.1 0.000001 0.000219





TABLE: Joint Drifts


mm mm

STORY4 93 SISMOX Max 2.2 0.02843 0.00027 0.000005

STORY4 93 SISMOY Max 0.002038 1.4 0.000001 0.000141

STORY4 94 SX 2.5 -0.2 0.000241 0.000037

STORY4 94 SY -0.1 2.2 0.000027 0.000225

STORY4 94 SISMOX Max 1.7 0.1 0.000161 0.000024

STORY4 94 SISMOY Max 0.1 1.4 0.000019 0.000145

STORY4 95 SX 2.6 -0.2 0.000255 0.000036

STORY4 95 SY -0.1 2.2 0.000028 0.000224

STORY4 95 SISMOX Max 1.7 0.1 0.000171 0.000023

STORY4 95 SISMOY Max 0.1 1.4 0.000019 0.000145

STORY4 96 SX 2.7 -0.2 0.000281 0.000035

STORY4 96 SY -0.1 2.1 0.000018 0.000223

STORY4 96 SISMOX Max 1.8 0.1 0.00019 0.000022

STORY4 96 SISMOY Max 0.0453 1.4 0.000012 0.000144

STORY4 97 SX 2.8 -0.1 0.000303 0.000032

STORY4 97 SY 0.02286 2.1 0.000003 0.000222

STORY4 97 SISMOX Max 1.9 0.1 0.000207 0.00002

STORY4 97 SISMOY Max 0.01718 1.4 0.000002 0.000143

STORY4 98 SX 2.9 -0.1 0.000319 0.000026

STORY4 98 SY 0.02898 2.1 0.000005 0.000221

STORY4 98 SISMOX Max 1.9 0.1 0.000219 0.000016

STORY4 98 SISMOY Max 0.0201 1.4 0.000003 0.000143

STORY4 99 SX 3.1 -0.1 0.000357 0.000018

STORY4 99 SY 0.00907 2.1 0.000001 0.000222

STORY4 99 SISMOX Max 2.1 0.04223 0.00025 0.00001

STORY4 99 SISMOY Max 0.00735 1.4 0.000001 0.000143

STORY4 100 SX 3.1 -0.1 0.000379 0.000013

STORY4 100 SY 0.01142 2.1 0.000000118 0.000222

STORY4 100 SISMOX Max 2.2 0.03497 0.000266 0.000007

STORY4 100 SISMOY Max 0.007822 1.4 0.000001 0.000143

STORY4 101 SX 3.2 -0.0407 0.000381 0.00001

STORY4 101 SY 0.008972 2.1 0.000001 0.000222

STORY4 101 SISMOX Max 2.2 0.03073 0.000269 0.000005

STORY4 101 SISMOY Max 0.00594 1.4 0.000001 0.000143

STORY4 102 SX 3.2 -0.01293 0.000384 0.000003

STORY4 102 SY 0.004024 2.1 0.000002 0.000221

STORY4 102 SISMOX Max 2.2 0.03541 0.000271 0.000003

STORY4 102 SISMOY Max 0.003053 1.4 0.000002 0.000143

STORY4 103 SX 3.2 0.004482 0.000385 6.339E-08

STORY4 103 SY 0.0007445 2.1 0.000002 0.000221

STORY4 103 SISMOX Max 2.2 0.04362 0.000272 0.000005

STORY4 103 SISMOY Max 0.001916 1.4 0.000002 0.000142

STORY4 104 SX 3 -0.02021 0.000343 0.000007

STORY4 104 SY 0.01288 2.1 0.000001 0.000221

STORY4 104 SISMOX Max 2 0.03951 0.000238 0.000004

STORY4 104 SISMOY Max 0.01082 1.4 0.000001 0.000143





TABLE: Joint Drifts


mm mm

STORY4 105 SX 3.1 -0.01708 0.00036 0.000007

STORY4 105 SY 0.01404 2.1 0.000001 0.000221

STORY4 105 SISMOX Max 2.1 0.04057 0.000251 0.000004

STORY4 105 SISMOY Max 0.01046 1.4 0.000001 0.000143

STORY4 106 SX 3.1 -0.009101 0.000377 0.000005

STORY4 106 SY 0.01195 2.1 2.587E-07 0.000221

STORY4 106 SISMOX Max 2.1 0.04374 0.000264 0.000004

STORY4 106 SISMOY Max 0.008894 1.4 0.000001 0.000143

STORY4 107 SX 3.1 -0.001571 0.000379 0.000003

STORY4 107 SY 0.008637 2.1 0.000001 0.000221

STORY4 107 SISMOX Max 2.2 0.0472 0.000266 0.000004

STORY4 107 SISMOY Max 0.006549 1.4 0.000001 0.000143

STORY4 108 SX 3 -0.1 0.000344 0.000023

STORY4 108 SY 0.01347 2.1 0.000001 0.000221

STORY4 108 SISMOX Max 2 0.1 0.000239 0.000014

STORY4 108 SISMOY Max 0.01099 1.4 0.000001 0.000143

STORY4 109 SX 2.7 -0.1 0.000294 0.000034

STORY4 109 SY -0.01227 2.1 0.000006 0.000222

STORY4 109 SISMOX Max 1.8 0.1 0.0002 0.000022

STORY4 109 SISMOY Max 0.01507 1.4 0.000004 0.000143

STORY4 110 SX 2.4 0.04611 0.000225 0.000005

STORY4 110 SY 0.01602 2.1 3.217E-07 0.000214

STORY4 110 SISMOX Max 1.6 0.1 0.000149 0.000009

STORY4 110 SISMOY Max 0.01698 1.4 0.000001 0.000139

STORY4 111 SX 3.1 0.2 0.000378 0.000032

STORY4 111 SY 0.006335 2.1 3.479E-07 0.000231

STORY4 111 SISMOX Max 2.1 0.2 0.000265 0.00003

STORY4 111 SISMOY Max 0.005852 1.4 0.000001 0.000151

STORY4 112 SX 2.6 0.3 0.000275 0.000045

STORY4 112 SY 0.1 2.2 0.000033 0.000231

STORY4 112 SISMOX Max 1.7 0.2 0.000186 0.000039

STORY4 112 SISMOY Max 0.1 1.4 0.000023 0.00015

STORY4 113 SX 3.1 0.01928 0.000377 3.623E-07

STORY4 113 SY 0.00818 2.1 0.000001 0.00022

STORY4 113 SISMOX Max 2.1 0.1 0.000265 0.000006

STORY4 113 SISMOY Max 0.006649 1.4 0.000001 0.000142

STORY4 114 SX 3.1 0.1 0.000377 0.000013

STORY4 114 SY 0.007555 2.1 3.807E-07 0.00022

STORY4 114 SISMOX Max 2.1 0.1 0.000265 0.000015

STORY4 114 SISMOY Max 0.006446 1.4 0.000001 0.000143

STORY4 115 SX 3.2 0.1 0.000398 0.000012

STORY4 115 SY 0.01742 2.1 0.000005 0.000213

STORY4 115 SISMOX Max 2.2 0.1 0.000285 0.000007

STORY4 115 SISMOY Max 0.01704 1.3 0.000003 0.000138

STORY4 116 SX 3.2 0.1 0.000395 0.000022

STORY4 116 SY -0.1 2.1 0.000015 0.00021





TABLE: Joint Drifts


mm mm

STORY4 116 SISMOX Max 2.3 0.1 0.000281 0.000013

STORY4 116 SISMOY Max 0.04502 1.3 0.000011 0.000136

STORY4 117 SX 2.7 0.4 0.000271 0.000084

STORY4 117 SY 0.1 2 0.000032 0.000194

STORY4 117 SISMOX Max 1.8 0.3 0.000187 0.000059

STORY4 117 SISMOY Max 0.1 1.3 0.000021 0.000125

STORY4 118 SX 3.2 0.4 0.000392 0.000083

STORY4 118 SY 0.006486 2.1 0.000001 0.000206

STORY4 118 SISMOX Max 2.2 0.2 0.00028 0.000058

STORY4 118 SISMOY Max 0.017 1.3 0.000002 0.000133

STORY4 119 SX 3.2 0.1 0.000386 0.000029

STORY4 119 SY -0.001772 2.1 0.000001 0.000227

STORY4 119 SISMOX Max 2.2 0.1 0.000275 0.000018

STORY4 119 SISMOY Max 0.01878 1.4 0.000003 0.000148

STORY4 120 SX 3.2 0.1 0.000407 0.000024

STORY4 120 SY -0.01554 2.1 0.000005 0.000229

STORY4 120 SISMOX Max 2.3 0.1 0.000291 0.000014

STORY4 120 SISMOY Max 0.02425 1.4 0.000005 0.000149

STORY4 121 SX 3 0.1 0.000336 0.000023

STORY4 121 SY -0.01694 2.1 0.000006 0.000228

STORY4 121 SISMOX Max 2 0.1 0.000238 0.000014

STORY4 121 SISMOY Max 0.02773 1.4 0.000005 0.000149

STORY4 122 SX 3.1 0.1 0.000376 0.000016

STORY4 122 SY -0.004182 2.2 0.000002 0.00023

STORY4 122 SISMOX Max 2.2 0.04776 0.000267 0.000009

STORY4 122 SISMOY Max 0.01743 1.4 0.000003 0.00015

STORY4 123 SX 2.8 0.1 0.000308 0.000031

STORY4 123 SY 0.1 2.2 0.00002 0.000229

STORY4 123 SISMOX Max 1.9 0.1 0.000215 0.000019

STORY4 123 SISMOY Max 0.1 1.4 0.000013 0.000149

STORY4 124 SX 2.9 0.1 0.000321 0.000028

STORY4 124 SY -0.008851 2.1 0.000004 0.000228

STORY4 124 SISMOX Max 2 0.1 0.000226 0.000017

STORY4 124 SISMOY Max 0.02527 1.4 0.000004 0.000149

STORY4 125 SX 3.2 0.01187 0.000383 0.000004

STORY4 125 SY -0.01009 2.2 0.000002 0.000231

STORY4 125 SISMOX Max 2.2 0.1 0.000273 0.000006

STORY4 125 SISMOY Max 0.01487 1.4 0.000003 0.000151

STORY4 126 SX 3.2 -0.002286 0.000395 0.000001

STORY4 126 SY -0.0203 2.2 0.000005 0.00023

STORY4 126 SISMOX Max 2.3 0.1 0.000281 0.000006

STORY4 126 SISMOY Max 0.01945 1.4 0.000005 0.00015

STORY4 127 SX 3.2 0.1 0.000391 0.000012

STORY4 127 SY -0.01033 2.2 0.000003 0.000231

STORY4 127 SISMOX Max 2.2 0.04643 0.000279 0.000007

STORY4 127 SISMOY Max 0.0188 1.4 0.000003 0.000151





TABLE: Joint Drifts


mm mm

STORY4 128 SX 3.2 0.03602 0.000382 0.000009

STORY4 128 SY -0.002795 2.2 2.168E-08 0.000231

STORY4 128 SISMOX Max 2.2 0.04871 0.000272 0.000006

STORY4 128 SISMOY Max 0.01327 1.4 0.000002 0.000151

STORY4 129 SX 3.1 0.03511 0.00036 0.00001

STORY4 129 SY 0.002342 2.1 4.547E-07 0.000224

STORY4 129 SISMOX Max 2.1 0.04306 0.000255 0.000006

STORY4 129 SISMOY Max 0.01867 1.4 0.000002 0.000146

STORY4 130 SX 3.2 0.02126 0.000392 0.000008

STORY4 130 SY -0.008615 2.1 0.000003 0.000225

STORY4 130 SISMOX Max 2.2 0.04709 0.000279 0.000005

STORY4 130 SISMOY Max 0.01771 1.4 0.000003 0.000146

STORY4 131 SX 3.2 0.01342 0.000394 0.000001

STORY4 131 SY -0.03401 2.2 0.000009 0.000234

STORY4 131 SISMOX Max 2.3 0.1 0.00028 0.000007

STORY4 131 SISMOY Max 0.02889 1.4 0.000007 0.000153

STORY4 132 SX 2.7 0.2 0.000274 0.000034

STORY4 132 SY 0.1 2.2 0.000029 0.000231

STORY4 132 SISMOX Max 1.8 0.1 0.00019 0.000022

STORY4 132 SISMOY Max 0.1 1.4 0.00002 0.00015

STORY4 133 SX 3.2 -0.03044 0.000396 0.000004

STORY4 133 SY -0.01064 2.1 0.000004 0.00022

STORY4 133 SISMOX Max 2.3 0.1 0.000282 0.000008

STORY4 133 SISMOY Max 0.01302 1.4 0.000003 0.000143

STORY4 134 SX 3.1 0.1 0.000361 0.000021

STORY4 134 SY 0.002143 2.1 4.667E-07 0.000228

STORY4 134 SISMOX Max 2.1 0.1 0.000256 0.000012

STORY4 134 SISMOY Max 0.01886 1.4 0.000003 0.000148

STORY4 135 SX 2.9 0.1 0.000315 0.00003

STORY4 135 SY 0.03019 2.1 0.000006 0.000228

STORY4 135 SISMOX Max 2 0.1 0.000221 0.000018

STORY4 135 SISMOY Max 0.02426 1.4 0.000004 0.000148

STORY4 136 SX 2.9 -0.02269 0.000317 0.000002

STORY4 136 SY -0.001127 2.1 0.000001 0.000214

STORY4 136 SISMOX Max 2 0.1 0.000223 0.000007

STORY4 136 SISMOY Max 0.02362 1.4 0.000003 0.000138

STORY4 137 SX 2.5 0.2 0.000242 0.000038

STORY4 137 SY -0.004857 2.2 0.000005 0.000231

STORY4 137 SISMOX Max 1.7 0.1 0.000167 0.000024

STORY4 137 SISMOY Max 0.0289 1.4 0.000005 0.000151

STORY4 138 SX 2.5 -0.2 0.000241 0.000046

STORY4 138 SY 0.0003328 2.2 3.652E-07 0.000225

STORY4 138 SISMOX Max 1.7 0.2 0.000167 0.000038

STORY4 138 SISMOY Max 0.02754 1.4 0.000002 0.000146

STORY4 141 SX 3.2 -0.1 0.000402 0.00001

STORY4 141 SY -0.02596 2.1 0.00001 0.000205





TABLE: Joint Drifts


mm mm

STORY4 141 SISMOX Max 2.2 0.1 0.000288 0.000009

STORY4 141 SISMOY Max 0.02973 1.3 0.000008 0.000131

STORY4 142 SX 3.1 -0.1 0.000364 0.000011

STORY4 142 SY -0.04177 2.1 0.000011 0.000205

STORY4 142 SISMOX Max 2.1 0.1 0.000259 0.00001

STORY4 142 SISMOY Max 0.03681 1.3 0.000009 0.000131

STORY4 143 SX 3.2 -0.1 0.000389 0.000012

STORY4 143 SY 0.002443 2.1 0.000001 0.000206

STORY4 143 SISMOX Max 2.2 0.1 0.000277 0.000011

STORY4 143 SISMOY Max 0.003553 1.3 0.000001 0.000132

STORY4 144 SX 2.7 -0.4 0.000271 0.000092

STORY4 144 SY -0.1 2 0.000031 0.000191

STORY4 144 SISMOX Max 1.8 0.4 0.000189 0.000072

STORY4 144 SISMOY Max 0.1 1.3 0.000023 0.000123

STORY4 145 SX 3.2 -0.4 0.000397 0.000091

STORY4 145 SY -0.01705 2.1 0.000007 0.000203

STORY4 145 SISMOX Max 2.2 0.3 0.000284 0.000071

STORY4 145 SISMOY Max 0.02482 1.3 0.000006 0.000131

STORY4 146 SX 3.2 -0.2 0.000388 0.000037

STORY4 146 SY -0.008555 2.1 0.000005 0.000218

STORY4 146 SISMOX Max 2.2 0.2 0.000277 0.000031

STORY4 146 SISMOY Max 0.02064 1.4 0.000005 0.00014

STORY4 147 SX 3.3 -0.2 0.00041 0.000032

STORY4 147 SY 0.0009871 2.1 0.000003 0.000218

STORY4 147 SISMOX Max 2.3 0.1 0.000294 0.000027

STORY4 147 SISMOY Max 0.01634 1.4 0.000004 0.000141

STORY4 148 SX 3.2 -0.1 0.000389 0.000025

STORY4 148 SY -0.00989 2.1 0.000005 0.000219

STORY4 148 SISMOX Max 2.2 0.1 0.000278 0.000022

STORY4 148 SISMOY Max 0.01748 1.4 0.000004 0.000141

STORY4 149 SX 3.2 -0.1 0.00039 0.000011

STORY4 149 SY -0.0008663 2.1 0.000001 0.000219

STORY4 149 SISMOX Max 2.2 0.1 0.000277 0.000012

STORY4 149 SISMOY Max 0.006725 1.4 0.000001 0.000141

STORY4 150 SX 2.7 -0.2 0.000275 0.000042

STORY4 150 SY -0.1 2.2 0.000029 0.000224

STORY4 150 SISMOX Max 1.8 0.2 0.000192 0.000035

STORY4 150 SISMOY Max 0.1 1.4 0.000021 0.000145

STORY4 151 SX 2.7 -0.2 0.000289 0.000041

STORY4 151 SY -0.1 2.2 0.00003 0.000224

STORY4 151 SISMOX Max 1.9 0.2 0.000202 0.000035

STORY4 151 SISMOY Max 0.1 1.4 0.000022 0.000145

STORY4 152 SX 2.8 -0.2 0.000309 0.000039

STORY4 152 SY -0.1 2.1 0.000021 0.000222

STORY4 152 SISMOX Max 1.9 0.2 0.000217 0.000033

STORY4 152 SISMOY Max 0.1 1.4 0.000016 0.000144





TABLE: Joint Drifts


mm mm

STORY4 153 SX 2.9 -0.2 0.00032 0.000036

STORY4 153 SY 0.004121 2.1 3.336E-07 0.000221

STORY4 153 SISMOX Max 2 0.2 0.000225 0.00003

STORY4 153 SISMOY Max 0.02105 1.4 0.000002 0.000143

STORY4 154 SX 3 -0.2 0.000336 0.000031

STORY4 154 SY 0.01006 2.1 0.000002 0.000221

STORY4 154 SISMOX Max 2 0.2 0.000237 0.000027

STORY4 154 SISMOY Max 0.01874 1.4 0.000002 0.000143

STORY4 155 SX 3.1 -0.1 0.000376 0.000025

STORY4 155 SY -0.008134 2.1 0.000004 0.000221

STORY4 155 SISMOX Max 2.2 0.1 0.000268 0.000023

STORY4 155 SISMOY Max 0.01826 1.4 0.000004 0.000143

STORY4 156 SX 3.2 -0.1 0.000393 0.000022

STORY4 156 SY -0.005929 2.1 0.000004 0.000221

STORY4 156 SISMOX Max 2.2 0.1 0.000281 0.00002

STORY4 156 SISMOY Max 0.01586 1.4 0.000004 0.000143

STORY4 157 SX 3.2 -0.1 0.000394 0.000019

STORY4 157 SY 0.0008235 2.1 0.000002 0.000222

STORY4 157 SISMOX Max 2.2 0.1 0.000281 0.000018

STORY4 157 SISMOY Max 0.01064 1.4 0.000002 0.000143

STORY4 158 SX 3.2 -0.1 0.000393 0.000015

STORY4 158 SY 0.0006661 2.1 0.000002 0.000221

STORY4 158 SISMOX Max 2.2 0.1 0.00028 0.000015

STORY4 158 SISMOY Max 0.008373 1.4 0.000002 0.000143

STORY4 159 SX 3.2 -0.1 0.000392 0.000012

STORY4 159 SY -0.005344 2.1 0.000003 0.000221

STORY4 159 SISMOX Max 2.2 0.1 0.000279 0.000013

STORY4 159 SISMOY Max 0.009491 1.4 0.000003 0.000142

STORY4 160 SX 3.1 -0.1 0.00036 0.000015

STORY4 160 SY -0.007306 2.1 0.000003 0.000221

STORY4 160 SISMOX Max 2.1 0.1 0.000255 0.000016

STORY4 160 SISMOY Max 0.02167 1.4 0.000004 0.000143

STORY4 161 SX 3.1 -0.1 0.000375 0.000016

STORY4 161 SY -0.005351 2.1 0.000003 0.000221

STORY4 161 SISMOX Max 2.2 0.1 0.000267 0.000016

STORY4 161 SISMOY Max 0.01904 1.4 0.000003 0.000143

STORY4 162 SX 3.2 -0.1 0.00039 0.000014

STORY4 162 SY -0.007851 2.1 0.000004 0.000221

STORY4 162 SISMOX Max 2.2 0.1 0.000278 0.000015

STORY4 162 SISMOY Max 0.01892 1.4 0.000004 0.000143

STORY4 163 SX 3.2 -0.1 0.000392 0.000013

STORY4 163 SY -0.0075 2.1 0.000004 0.000221

STORY4 163 SISMOX Max 2.2 0.1 0.00028 0.000014

STORY4 163 SISMOY Max 0.01672 1.4 0.000004 0.000143

STORY4 164 SX 3.1 -0.1 0.000362 0.000029

STORY4 164 SY -0.008662 2.1 0.000003 0.00022





TABLE: Joint Drifts


mm mm

STORY4 164 SISMOX Max 2.1 0.1 0.000257 0.000025

STORY4 164 SISMOY Max 0.02224 1.4 0.000004 0.000142

STORY4 165 SX 2.9 -0.2 0.000316 0.000037

STORY4 165 SY -0.03212 2.1 0.000008 0.000221

STORY4 165 SISMOX Max 2 0.2 0.000222 0.000032

STORY4 165 SISMOY Max 0.03757 1.4 0.000007 0.000143

STORY4 166 SX 2.6 -0.0236 0.000244 0.000003

STORY4 166 SY -0.002574 2.1 0.000002 0.000214

STORY4 166 SISMOX Max 1.7 0.1 0.000169 0.000007

STORY4 166 SISMOY Max 0.02839 1.4 0.000004 0.000139

STORY4 169 SX 3.2 0.1 0.000387 0.000017

STORY4 169 SY -0.007429 2.1 0.000002 0.000231

STORY4 169 SISMOX Max 2.2 0.1 0.000276 0.000009

STORY4 169 SISMOY Max 0.01748 1.4 0.000003 0.000151

STORY4 170 SX 2.7 0.2 0.000287 0.000034

STORY4 170 SY 0.1 2.2 0.00003 0.00023

STORY4 170 SISMOX Max 1.9 0.1 0.0002 0.000021

STORY4 170 SISMOY Max 0.1 1.4 0.00002 0.00015

STORY4 171 SX 3.2 -0.1 0.000389 0.00001

STORY4 171 SY -0.007581 2.1 0.000003 0.00022

STORY4 171 SISMOX Max 2.2 0.1 0.000278 0.000012

STORY4 171 SISMOY Max 0.01744 1.4 0.000004 0.000143

STORY4 172 SX 3.2 -0.00357 0.000389 0.000002

STORY4 172 SY -0.00792 2.1 0.000003 0.00022

STORY4 172 SISMOX Max 2.2 0.1 0.000278 0.000005

STORY4 172 SISMOY Max 0.01766 1.4 0.000004 0.000143

STORY4 173 SX 3.2 -0.1 0.000398 0.000012

STORY4 173 SY -0.01648 2.1 0.000004 0.000212

STORY4 173 SISMOX Max 2.2 0.1 0.000285 0.000007

STORY4 173 SISMOY Max 0.01754 1.3 0.000003 0.000138

STORY4 174 SX 3.2 -0.1 0.000395 0.000021

STORY4 174 SY 0.1 2.1 0.000015 0.00021

STORY4 174 SISMOX Max 2.3 0.1 0.000281 0.000012

STORY4 174 SISMOY Max 0.04276 1.3 0.000011 0.000136

STORY4 175 SX 2.7 -0.4 0.000271 0.000084

STORY4 175 SY -0.1 2 0.000032 0.000193

STORY4 175 SISMOX Max 1.8 0.2 0.000187 0.000059

STORY4 175 SISMOY Max 0.1 1.3 0.000022 0.000124

STORY4 176 SX 3.2 -0.4 0.000393 0.000083

STORY4 176 SY -0.005564 2.1 0.000001 0.000205

STORY4 176 SISMOX Max 2.2 0.2 0.00028 0.000058

STORY4 176 SISMOY Max 0.01618 1.3 0.000002 0.000133

STORY4 177 SX 3.2 -0.1 0.000386 0.000029

STORY4 177 SY 0.002679 2.1 0.000001 0.000227

STORY4 177 SISMOX Max 2.2 0.1 0.000275 0.000018

STORY4 177 SISMOY Max 0.0171 1.4 0.000003 0.000148





TABLE: Joint Drifts


mm mm

STORY4 178 SX 3.2 -0.1 0.000407 0.000024

STORY4 178 SY 0.01651 2.1 0.000005 0.000229

STORY4 178 SISMOX Max 2.3 0.1 0.000291 0.000014

STORY4 178 SISMOY Max 0.02172 1.4 0.000005 0.000149

STORY4 179 SX 3 -0.1 0.000337 0.000023

STORY4 179 SY 0.01761 2.1 0.000006 0.000228

STORY4 179 SISMOX Max 2 0.1 0.000238 0.000013

STORY4 179 SISMOY Max 0.0251 1.4 0.000005 0.000148

STORY4 180 SX 3.1 -0.1 0.000376 0.000016

STORY4 180 SY 0.005161 2.1 0.000002 0.000229

STORY4 180 SISMOX Max 2.2 0.04836 0.000267 0.000009

STORY4 180 SISMOY Max 0.01562 1.4 0.000003 0.000149

STORY4 181 SX 2.8 -0.1 0.000308 0.000031

STORY4 181 SY -0.1 2.2 0.000019 0.000228

STORY4 181 SISMOX Max 1.9 0.1 0.000215 0.000019

STORY4 181 SISMOY Max 0.1 1.4 0.000013 0.000149

STORY4 182 SX 2.9 -0.1 0.000321 0.000028

STORY4 182 SY 0.009453 2.1 0.000004 0.000228

STORY4 182 SISMOX Max 2 0.1 0.000226 0.000017

STORY4 182 SISMOY Max 0.02303 1.4 0.000004 0.000148

STORY4 183 SX 3.2 -0.01095 0.000383 0.000004

STORY4 183 SY 0.01134 2.2 0.000003 0.000231

STORY4 183 SISMOX Max 2.2 0.1 0.000273 0.000006

STORY4 183 SISMOY Max 0.01294 1.4 0.000002 0.00015

STORY4 184 SX 3.2 0.003224 0.000394 0.000001

STORY4 184 SY 0.02165 2.2 0.000006 0.00023

STORY4 184 SISMOX Max 2.3 0.1 0.000281 0.000007

STORY4 184 SISMOY Max 0.01739 1.4 0.000004 0.00015

STORY4 185 SX 3.2 -0.1 0.000391 0.000012

STORY4 185 SY 0.0114 2.2 0.000003 0.000231

STORY4 185 SISMOX Max 2.2 0.04786 0.000279 0.000007

STORY4 185 SISMOY Max 0.01663 1.4 0.000003 0.000151

STORY4 186 SX 3.2 -0.03515 0.000382 0.000009

STORY4 186 SY 0.003962 2.2 1.531E-07 0.000231

STORY4 186 SISMOX Max 2.2 0.1 0.000272 0.000006

STORY4 186 SISMOY Max 0.01174 1.4 0.000001 0.00015

STORY4 187 SX 3.1 -0.0346 0.00036 0.00001

STORY4 187 SY -0.001563 2.1 0.000001 0.000224

STORY4 187 SISMOX Max 2.1 0.04482 0.000255 0.000006

STORY4 187 SISMOY Max 0.01741 1.4 0.000002 0.000145

STORY4 188 SX 3.2 -0.02072 0.000392 0.000008

STORY4 188 SY 0.009685 2.1 0.000003 0.000224

STORY4 188 SISMOX Max 2.2 0.04918 0.000279 0.000005

STORY4 188 SISMOY Max 0.01563 1.4 0.000003 0.000146

STORY4 189 SX 3.2 -0.01218 0.000394 0.000001

STORY4 189 SY 0.03534 2.2 0.00001 0.000234





TABLE: Joint Drifts


mm mm

STORY4 189 SISMOX Max 2.3 0.1 0.00028 0.000008

STORY4 189 SISMOY Max 0.02674 1.4 0.000007 0.000153

STORY4 190 SX 2.7 -0.2 0.000274 0.000034

STORY4 190 SY -0.1 2.2 0.000029 0.00023

STORY4 190 SISMOX Max 1.8 0.1 0.00019 0.000021

STORY4 190 SISMOY Max 0.1 1.4 0.00002 0.00015

STORY4 191 SX 3.2 0.03076 0.000396 0.000004

STORY4 191 SY 0.01197 2.1 0.000004 0.00022

STORY4 191 SISMOX Max 2.3 0.1 0.000282 0.000009

STORY4 191 SISMOY Max 0.01108 1.4 0.000003 0.000142

STORY4 192 SX 3.1 -0.1 0.000361 0.000021

STORY4 192 SY -0.00137 2.1 0.000001 0.000228

STORY4 192 SISMOX Max 2.1 0.1 0.000256 0.000012

STORY4 192 SISMOY Max 0.01757 1.4 0.000002 0.000148

STORY4 193 SX 2.9 -0.1 0.000315 0.00003

STORY4 193 SY -0.0296 2.1 0.000006 0.000228

STORY4 193 SISMOX Max 2 0.1 0.000221 0.000018

STORY4 193 SISMOY Max 0.02564 1.4 0.000004 0.000148

STORY4 194 SX 2.9 0.02296 0.000317 0.000003

STORY4 194 SY 0.001674 2.1 0.000001 0.000213

STORY4 194 SISMOX Max 2 0.1 0.000223 0.000007

STORY4 194 SISMOY Max 0.02193 1.4 0.000003 0.000138

STORY4 195 SX 2.5 -0.2 0.000242 0.000038

STORY4 195 SY 0.005104 2.2 0.000005 0.000231

STORY4 195 SISMOX Max 1.7 0.1 0.000168 0.000024

STORY4 195 SISMOY Max 0.02683 1.4 0.000005 0.000151

STORY4 196 SX 2.5 0.2 0.000241 0.000046

STORY4 196 SY -0.00005923 2.2 3.207E-07 0.000225

STORY4 196 SISMOX Max 1.7 0.2 0.000167 0.000038

STORY4 196 SISMOY Max 0.02583 1.4 0.000002 0.000146

STORY4 199 SX 3.2 0.1 0.000402 0.00001

STORY4 199 SY 0.02676 2.1 0.00001 0.000205

STORY4 199 SISMOX Max 2.2 0.1 0.000289 0.000009

STORY4 199 SISMOY Max 0.02677 1.3 0.000008 0.000131

STORY4 200 SX 3.1 0.1 0.000365 0.000011

STORY4 200 SY 0.0426 2.1 0.000012 0.000205

STORY4 200 SISMOX Max 2.1 0.1 0.000259 0.00001

STORY4 200 SISMOY Max 0.034 1.3 0.000008 0.000131

STORY4 201 SX 3.2 0.1 0.000389 0.000012

STORY4 201 SY -0.001292 2.1 0.000001 0.000206

STORY4 201 SISMOX Max 2.2 0.1 0.000277 0.000011

STORY4 201 SISMOY Max 0.003323 1.3 0.000001 0.000132

STORY4 202 SX 2.7 0.4 0.000271 0.000092

STORY4 202 SY 0.1 2 0.000031 0.000191

STORY4 202 SISMOX Max 1.8 0.4 0.000189 0.000072

STORY4 202 SISMOY Max 0.1 1.3 0.000022 0.000122





TABLE: Joint Drifts


mm mm

STORY4 203 SX 3.2 0.4 0.000397 0.000091

STORY4 203 SY 0.01786 2.1 0.000007 0.000203

STORY4 203 SISMOX Max 2.2 0.3 0.000284 0.000071

STORY4 203 SISMOY Max 0.02214 1.3 0.000006 0.00013

STORY4 204 SX 3.2 0.2 0.000388 0.000037

STORY4 204 SY 0.009373 2.1 0.000005 0.000217

STORY4 204 SISMOX Max 2.2 0.2 0.000277 0.000032

STORY4 204 SISMOY Max 0.01841 1.4 0.000004 0.00014

STORY4 205 SX 3.3 0.2 0.00041 0.000032

STORY4 205 SY -0.0001073 2.1 0.000003 0.000218

STORY4 205 SISMOX Max 2.3 0.2 0.000294 0.000028

STORY4 205 SISMOY Max 0.0149 1.4 0.000003 0.00014

STORY4 206 SX 3.2 0.1 0.000389 0.000025

STORY4 206 SY 0.01083 2.1 0.000005 0.000219

STORY4 206 SISMOX Max 2.2 0.1 0.000278 0.000022

STORY4 206 SISMOY Max 0.01526 1.4 0.000004 0.000141

STORY4 207 SX 3.2 0.1 0.00039 0.000011

STORY4 207 SY 0.00201 2.1 0.000001 0.000219

STORY4 207 SISMOX Max 2.2 0.1 0.000277 0.000012

STORY4 207 SISMOY Max 0.005386 1.4 0.000001 0.000141

STORY4 208 SX 2.7 0.2 0.000275 0.000042

STORY4 208 SY 0.1 2.2 0.000029 0.000224

STORY4 208 SISMOX Max 1.8 0.2 0.000192 0.000035

STORY4 208 SISMOY Max 0.1 1.4 0.000021 0.000145

STORY4 209 SX 2.7 0.2 0.000289 0.000041

STORY4 209 SY 0.1 2.2 0.00003 0.000224

STORY4 209 SISMOX Max 1.9 0.2 0.000202 0.000035

STORY4 209 SISMOY Max 0.1 1.4 0.000022 0.000145

STORY4 210 SX 2.8 0.2 0.000309 0.000039

STORY4 210 SY 0.1 2.1 0.000021 0.000222

STORY4 210 SISMOX Max 1.9 0.2 0.000217 0.000033

STORY4 210 SISMOY Max 0.1 1.4 0.000015 0.000143

STORY4 211 SX 2.9 0.2 0.00032 0.000036

STORY4 211 SY -0.003526 2.1 2.515E-07 0.000221

STORY4 211 SISMOX Max 2 0.2 0.000225 0.000031

STORY4 211 SISMOY Max 0.0199 1.4 0.000002 0.000143

STORY4 212 SX 3 0.2 0.000336 0.000031

STORY4 212 SY -0.009374 2.1 0.000002 0.000221

STORY4 212 SISMOX Max 2 0.2 0.000237 0.000027

STORY4 212 SISMOY Max 0.01833 1.4 0.000002 0.000142

STORY4 213 SX 3.1 0.1 0.000377 0.000025

STORY4 213 SY 0.009003 2.1 0.000004 0.000221

STORY4 213 SISMOX Max 2.2 0.1 0.000268 0.000023

STORY4 213 SISMOY Max 0.01614 1.4 0.000003 0.000142

STORY4 214 SX 3.2 0.1 0.000393 0.000022

STORY4 214 SY 0.006869 2.1 0.000004 0.000221





TABLE: Joint Drifts


mm mm

STORY4 214 SISMOX Max 2.2 0.1 0.000281 0.000021

STORY4 214 SISMOY Max 0.01389 1.4 0.000003 0.000143

STORY4 215 SX 3.2 0.1 0.000394 0.000019

STORY4 215 SY 0.00007861 2.1 0.000002 0.000221

STORY4 215 SISMOX Max 2.2 0.1 0.000281 0.000018

STORY4 215 SISMOY Max 0.00942 1.4 0.000002 0.000143

STORY4 216 SX 3.2 0.1 0.000393 0.000015

STORY4 216 SY 0.0003269 2.1 0.000002 0.000221

STORY4 216 SISMOX Max 2.2 0.1 0.00028 0.000015

STORY4 216 SISMOY Max 0.007181 1.4 0.000002 0.000142

STORY4 217 SX 3.2 0.1 0.000392 0.000012

STORY4 217 SY 0.00657 2.1 0.000003 0.00022

STORY4 217 SISMOX Max 2.2 0.1 0.000279 0.000013

STORY4 217 SISMOY Max 0.007699 1.4 0.000003 0.000142

STORY4 218 SX 3.1 0.1 0.00036 0.000015

STORY4 218 SY 0.00806 2.1 0.000003 0.00022

STORY4 218 SISMOX Max 2.1 0.1 0.000255 0.000016

STORY4 218 SISMOY Max 0.01956 1.4 0.000003 0.000142

STORY4 219 SX 3.1 0.1 0.000375 0.000016

STORY4 219 SY 0.006199 2.1 0.000003 0.000221

STORY4 219 SISMOX Max 2.2 0.1 0.000267 0.000016

STORY4 219 SISMOY Max 0.01709 1.4 0.000003 0.000143

STORY4 220 SX 3.2 0.1 0.00039 0.000014

STORY4 220 SY 0.008733 2.1 0.000004 0.000221

STORY4 220 SISMOX Max 2.2 0.1 0.000278 0.000015

STORY4 220 SISMOY Max 0.01678 1.4 0.000004 0.000143

STORY4 221 SX 3.2 0.1 0.000392 0.000013

STORY4 221 SY 0.00845 2.1 0.000004 0.000221

STORY4 221 SISMOX Max 2.2 0.1 0.00028 0.000014

STORY4 221 SISMOY Max 0.01465 1.4 0.000003 0.000143

STORY4 222 SX 3.1 0.1 0.000362 0.000029

STORY4 222 SY 0.009425 2.1 0.000003 0.00022

STORY4 222 SISMOX Max 2.1 0.1 0.000257 0.000025

STORY4 222 SISMOY Max 0.02004 1.4 0.000004 0.000142

STORY4 223 SX 2.9 0.2 0.000316 0.000037

STORY4 223 SY 0.03264 2.1 0.000009 0.000221

STORY4 223 SISMOX Max 2 0.2 0.000222 0.000032

STORY4 223 SISMOY Max 0.03446 1.4 0.000007 0.000143

STORY4 224 SX 2.6 0.02388 0.000244 0.000003

STORY4 224 SY 0.002836 2.1 0.000002 0.000214

STORY4 224 SISMOX Max 1.7 0.1 0.000169 0.000007

STORY4 224 SISMOY Max 0.02646 1.4 0.000003 0.000138

STORY4 225 SX 3.2 -0.1 0.000387 0.000017

STORY4 225 SY 0.0085 2.1 0.000002 0.000231

STORY4 225 SISMOX Max 2.2 0.1 0.000276 0.000009

STORY4 225 SISMOY Max 0.01548 1.4 0.000003 0.000151





TABLE: Joint Drifts


mm mm

STORY4 226 SX 2.7 -0.2 0.000287 0.000033

STORY4 226 SY -0.1 2.2 0.00003 0.00023

STORY4 226 SISMOX Max 1.9 0.1 0.0002 0.000021

STORY4 226 SISMOY Max 0.1 1.4 0.000021 0.00015

STORY4 227 SX 3.2 0.1 0.000389 0.00001

STORY4 227 SY 0.008487 2.1 0.000003 0.00022

STORY4 227 SISMOX Max 2.2 0.1 0.000278 0.000012

STORY4 227 SISMOY Max 0.01535 1.4 0.000003 0.000142

STORY4 228 SX 3.2 0.00392 0.000389 0.000002

STORY4 228 SY 0.008988 2.1 0.000003 0.00022

STORY4 228 SISMOX Max 2.2 0.1 0.000278 0.000005

STORY4 228 SISMOY Max 0.01562 1.4 0.000003 0.000142

STORY4 229 SX 3.2 -0.1 0.000389 0.000008

STORY4 229 SY 0.03335 2.2 0.00001 0.000238

STORY4 229 SISMOX Max 2.2 0.1 0.000275 0.000014

STORY4 229 SISMOY Max 0.02225 1.4 0.000007 0.000156

STORY4 230 SX 3.2 -0.1 0.000394 0.000011

STORY4 230 SY -0.04075 2.2 0.000011 0.000238

STORY4 230 SISMOX Max 2.3 0.1 0.000281 0.000015

STORY4 230 SISMOY Max 0.03363 1.4 0.000009 0.000157

STORY4 231 SX 3.2 0.1 0.000389 0.000009

STORY4 231 SY -0.03143 2.2 0.00001 0.000238

STORY4 231 SISMOX Max 2.2 0.1 0.000275 0.000014

STORY4 231 SISMOY Max 0.02327 1.4 0.000007 0.000156

STORY4 232 SX 3.2 0.1 0.000394 0.000011

STORY4 232 SY 0.04206 2.2 0.000011 0.000238

STORY4 232 SISMOX Max 2.3 0.1 0.000281 0.000016

STORY4 232 SISMOY Max 0.03145 1.4 0.000008 0.000156

STORY3 3 SX 1.9 -0.3 0.000292 0.000068

STORY3 3 SY -0.1 1.5 0.000017 0.000227

STORY3 3 SISMOX Max 1.3 0.2 0.000195 0.000057

STORY3 3 SISMOY Max 0.04794 1 0.000012 0.000146

STORY3 4 SX 2.2 -0.2 0.000367 0.000071

STORY3 4 SY -0.01145 1.5 0.000003 0.000231

STORY3 4 SISMOX Max 1.5 0.2 0.000252 0.000058

STORY3 4 SISMOY Max 0.009328 1 0.000002 0.000149

STORY3 5 SX 2.2 -0.2 0.000369 0.000032

STORY3 5 SY -0.01454 1.5 0.000004 0.000235

STORY3 5 SISMOX Max 1.5 0.2 0.000254 0.000032

STORY3 5 SISMOY Max 0.01105 1 0.000003 0.000152

STORY3 6 SX 2.2 -0.1 0.000365 0.000037

STORY3 6 SY -0.009465 1.6 0.000002 0.000236

STORY3 6 SISMOX Max 1.5 0.1 0.000251 0.000033

STORY3 6 SISMOY Max 0.008277 1 0.000002 0.000152

STORY3 7 SX 2.2 -0.1 0.000378 0.000034

STORY3 7 SY -0.003939 1.6 0.000001 0.000236





TABLE: Joint Drifts


mm mm

STORY3 7 SISMOX Max 1.5 0.1 0.000261 0.000031

STORY3 7 SISMOY Max 0.005514 1 0.000001 0.000152

STORY3 8 SX 2.3 -0.2 0.000385 0.000039

STORY3 8 SY 0.01632 1.6 0.000002 0.000233

STORY3 8 SISMOX Max 1.5 0.2 0.000268 0.000036

STORY3 8 SISMOY Max 0.00964 1 0.000002 0.00015

STORY3 9 SX 2.3 -0.1 0.000384 0.000018

STORY3 9 SY 0.006026 1.6 0.000002 0.000239

STORY3 9 SISMOX Max 1.5 0.1 0.000268 0.00002

STORY3 9 SISMOY Max 0.002886 1 0.000002 0.000154

STORY3 10 SX 2.2 -0.1 0.00037 0.000029

STORY3 10 SY -0.00426 1.6 0.000002 0.000238

STORY3 10 SISMOX Max 1.5 0.1 0.000255 0.000028

STORY3 10 SISMOY Max 0.004821 1 0.000001 0.000153

STORY3 11 SX 2.2 -0.1 0.000372 0.000016

STORY3 11 SY -0.001781 1.6 0.000001 0.000238

STORY3 11 SISMOX Max 1.5 0.1 0.000258 0.000018

STORY3 11 SISMOY Max 0.002813 1 0.000001 0.000153

STORY3 12 SX 2.3 -0.1 0.000386 0.000015

STORY3 12 SY 0.00235 1.6 4.323E-07 0.000238

STORY3 12 SISMOX Max 1.5 0.1 0.000269 0.000017

STORY3 12 SISMOY Max 0.001203 1 4.933E-07 0.000153

STORY3 13 SX 2.3 -0.02972 0.000387 0.000006

STORY3 13 SY -0.00321 1.6 0.000001 0.000239

STORY3 13 SISMOX Max 1.5 0.1 0.00027 0.000009

STORY3 13 SISMOY Max 0.003725 1 0.000001 0.000154

STORY3 14 SX 2.3 -0.005064 0.000383 0.000002

STORY3 14 SY -0.005122 1.6 2.248E-08 0.00024

STORY3 14 SISMOX Max 1.5 0.03083 0.000266 0.000004

STORY3 14 SISMOY Max 0.004767 1 0.000000288 0.000155

STORY3 15 SX 2.3 0.003914 0.000383 0.000004

STORY3 15 SY -0.007999 1.6 0.000001 0.00024

STORY3 15 SISMOX Max 1.5 0.0262 0.000266 0.000003

STORY3 15 SISMOY Max 0.006385 1 0.000001 0.000155

STORY3 16 SX 2.2 0.03951 0.000369 0.000015

STORY3 16 SY -0.009795 1.6 0.000002 0.00024

STORY3 16 SISMOX Max 1.5 0.0237 0.000255 0.000009

STORY3 16 SISMOY Max 0.007677 1 0.000001 0.000154

STORY3 17 SX 2.3 0.01826 0.00038 0.000004

STORY3 17 SY -0.003545 1.6 0.000002 0.000241

STORY3 17 SISMOX Max 1.5 0.01793 0.000265 0.000003

STORY3 17 SISMOY Max 0.003675 1 0.000001 0.000155

STORY3 18 SX 2.3 0.1 0.00038 0.000012

STORY3 18 SY -0.004143 1.6 2.304E-07 0.000241

STORY3 18 SISMOX Max 1.5 0.04618 0.000264 0.000009

STORY3 18 SISMOY Max 0.003862 1 0.000000381 0.000155





TABLE: Joint Drifts


mm mm

STORY3 19 SX 2.1 0.1 0.000341 0.000012

STORY3 19 SY 0.003088 1.6 4.032E-07 0.000241

STORY3 19 SISMOX Max 1.4 0.1 0.000234 0.000009


STORY3 20 SX 2.2 0.2 0.00037 0.000069

STORY3 20 SY -0.01373 1.6 0.000002 0.000233

STORY3 20 SISMOX Max 1.5 0.1 0.000254 0.000049

STORY3 20 SISMOY Max 0.01042 1 0.000002 0.000149

STORY3 21 SX 2.2 0.1 0.000366 0.000024

STORY3 21 SY -0.0151 1.6 0.000003 0.000238

STORY3 21 SISMOX Max 1.5 0.03797 0.000252 0.000016

STORY3 21 SISMOY Max 0.01134 1 0.000002 0.000153

STORY3 22 SX 2.2 0.1 0.000383 0.00002

STORY3 22 SY -0.02084 1.6 0.000004 0.000239

STORY3 22 SISMOX Max 1.5 0.03292 0.000264 0.000013

STORY3 22 SISMOY Max 0.01486 1 0.000003 0.000154

STORY3 23 SX 2 0.1 0.000315 0.000023

STORY3 23 SY -0.0005255 1.6 0.000001 0.00024

STORY3 23 SISMOX Max 1.3 0.03546 0.000212 0.000014

STORY3 23 SISMOY Max 0.008698 1 0.000001 0.000155

STORY3 24 SX 2 -0.03292 0.000318 0.000006

STORY3 24 SY -0.01358 1.6 0.000002 0.00024

STORY3 24 SISMOX Max 1.3 0.1 0.000215 0.000009

STORY3 24 SISMOY Max 0.01215 1 0.000002 0.000155

STORY3 25 SX 2 -0.1 0.000317 0.000034

STORY3 25 SY -0.02635 1.6 0.000005 0.000239

STORY3 25 SISMOX Max 1.3 0.1 0.000214 0.000031

STORY3 25 SISMOY Max 0.019 1 0.000004 0.000154

STORY3 26 SX 1.9 -0.03329 0.000271 0.000006

STORY3 26 SY -0.01622 1.6 0.000002 0.000238

STORY3 26 SISMOX Max 1.2 0.1 0.000179 0.00001

STORY3 26 SISMOY Max 0.01531 1 0.000002 0.000154

STORY3 27 SX 1.9 -0.2 0.00027 0.00004

STORY3 27 SY -0.01976 1.6 2.087E-07 0.000243

STORY3 27 SISMOX Max 1.2 0.2 0.000178 0.000035

STORY3 27 SISMOY Max 0.01685 1 0.000002 0.000157

STORY3 28 SX 1.9 0.1 0.00027 0.000028

STORY3 28 SY -0.0121 1.6 0.000004 0.000244

STORY3 28 SISMOX Max 1.2 0.1 0.000178 0.000018

STORY3 28 SISMOY Max 0.01378 1 0.000003 0.000157

STORY3 29 SX 1.9 0.1 0.000284 0.000027

STORY3 29 SY 0.03434 1.6 0.000015 0.000243

STORY3 29 SISMOX Max 1.3 0.04505 0.000189 0.000017

STORY3 29 SISMOY Max 0.02623 1 0.00001 0.000157

STORY3 30 SX 1.9 0.1 0.000292 0.000026

STORY3 30 SY 0.03531 1.6 0.000015 0.000243





TABLE: Joint Drifts


mm mm

STORY3 30 SISMOX Max 1.3 0.04307 0.000195 0.000016

STORY3 30 SISMOY Max 0.02648 1 0.000011 0.000156

STORY3 31 SX 1.9 0.2 0.000282 0.000068

STORY3 31 SY 0.04426 1.6 0.000013 0.000227

STORY3 31 SISMOX Max 1.3 0.1 0.000187 0.000048

STORY3 31 SISMOY Max 0.03223 1 0.000009 0.000146

STORY3 32 SX 2.2 0.1 0.00037 0.000012

STORY3 32 SY -0.01194 1.6 0.000003 0.000241

STORY3 32 SISMOX Max 1.5 0.1 0.000254 0.000008

STORY3 32 SISMOY Max 0.009197 1 0.000002 0.000155

STORY3 33 SX 2.1 0.1 0.000342 0.000012

STORY3 33 SY 0.002803 1.6 3.898E-07 0.000241

STORY3 33 SISMOX Max 1.4 0.1 0.000235 0.000009


STORY3 34 SX 2.1 -0.1 0.000342 0.000012

STORY3 34 SY -0.001963 1.6 0.00000018 0.000241

STORY3 34 SISMOX Max 1.4 0.1 0.000235 0.000009


STORY3 35 SX 2.1 0.04279 0.000349 0.000016

STORY3 35 SY -0.01029 1.6 0.000002 0.00024

STORY3 35 SISMOX Max 1.4 0.02571 0.000239 0.00001

STORY3 35 SISMOY Max 0.009092 1 0.000001 0.000155

STORY3 36 SX 2.1 0.001693 0.00035 0.000003

STORY3 36 SY -0.01027 1.6 0.000002 0.00024

STORY3 36 SISMOX Max 1.4 0.03246 0.000239 0.000004

STORY3 36 SISMOY Max 0.009097 1 0.000001 0.000155

STORY3 37 SX 2.1 0.04951 0.000332 0.000018

STORY3 37 SY -0.0164 1.6 0.000005 0.00024

STORY3 37 SISMOX Max 1.4 0.02877 0.000226 0.000011

STORY3 37 SISMOY Max 0.01279 1 0.000003 0.000155

STORY3 38 SX 2.2 0.03136 0.000361 0.000014

STORY3 38 SY -0.009342 1.6 0.000002 0.00024

STORY3 38 SISMOX Max 1.5 0.0221 0.000248 0.000008

STORY3 38 SISMOY Max 0.007715 1 0.000002 0.000155

STORY3 39 SX 2.2 -0.0007388 0.00036 0.000004

STORY3 39 SY -0.01075 1.6 0.000002 0.00024

STORY3 39 SISMOX Max 1.5 0.03358 0.000247 0.000004

STORY3 39 SISMOY Max 0.008874 1 0.000002 0.000155

STORY3 40 SX 2.2 -0.003575 0.00037 0.000003

STORY3 40 SY -0.01002 1.6 0.000002 0.00024

STORY3 40 SISMOX Max 1.5 0.03502 0.000255 0.000004

STORY3 40 SISMOY Max 0.008215 1 0.000002 0.000154

STORY3 41 SX 2.2 -0.005982 0.000372 0.000002

STORY3 41 SY -0.008866 1.6 0.000002 0.000239

STORY3 41 SISMOX Max 1.5 0.03624 0.000257 0.000004

STORY3 41 SISMOY Max 0.007221 1 0.000002 0.000154





TABLE: Joint Drifts


mm mm

STORY3 42 SX 2.2 0.02557 0.000372 0.000011

STORY3 42 SY -0.01042 1.6 0.000003 0.00024

STORY3 42 SISMOX Max 1.5 0.02131 0.000257 0.000006

STORY3 42 SISMOY Max 0.008107 1 0.000002 0.000154

STORY3 43 SX 2.2 0.01681 0.000379 0.000008

STORY3 43 SY -0.01014 1.6 0.000002 0.00024

STORY3 43 SISMOX Max 1.5 0.02193 0.000263 0.000005

STORY3 43 SISMOY Max 0.007766 1 0.000001 0.000154

STORY3 44 SX 2.1 -0.1 0.00035 0.000015

STORY3 44 SY -0.01318 1.6 0.000003 0.00024

STORY3 44 SISMOX Max 1.4 0.1 0.000239 0.000017

STORY3 44 SISMOY Max 0.01063 1 0.000002 0.000155

STORY3 45 SX 2.2 -0.1 0.000372 0.000015

STORY3 45 SY -0.005756 1.6 5.919E-08 0.000239

STORY3 45 SISMOX Max 1.5 0.1 0.000257 0.000016

STORY3 45 SISMOY Max 0.00552 1 0.000001 0.000154

STORY3 46 SX 2.2 -0.1 0.000371 0.000022

STORY3 46 SY -0.003565 1.6 4.717E-07 0.000239

STORY3 46 SISMOX Max 1.5 0.1 0.000256 0.000022

STORY3 46 SISMOY Max 0.004503 1 0.000001 0.000154

STORY3 47 SX 2.2 -0.1 0.000367 0.00002

STORY3 47 SY -0.00392 1.6 0.000001 0.000238

STORY3 47 SISMOX Max 1.5 0.1 0.000254 0.000021

STORY3 47 SISMOY Max 0.004153 1 0.000001 0.000153

STORY3 48 SX 2.1 -0.1 0.000331 0.00003

STORY3 48 SY -0.006831 1.6 0.000001 0.000239

STORY3 48 SISMOX Max 1.4 0.1 0.000225 0.000028

STORY3 48 SISMOY Max 0.008389 1 0.000001 0.000154

STORY3 49 SX 2.2 -0.1 0.000361 0.000026

STORY3 49 SY -0.007673 1.6 0.000001 0.000239

STORY3 49 SISMOX Max 1.5 0.1 0.000248 0.000025

STORY3 49 SISMOY Max 0.006905 1 0.000001 0.000154

STORY3 50 SX 2 -0.1 0.000314 0.000035

STORY3 50 SY -0.04721 1.6 0.000013 0.000239

STORY3 50 SISMOX Max 1.3 0.1 0.000211 0.000031

STORY3 50 SISMOY Max 0.032 1 0.000009 0.000155

STORY3 51 SX 2 -0.1 0.00032 0.000034

STORY3 51 SY -0.01073 1.6 1.335E-07 0.000239

STORY3 51 SISMOX Max 1.4 0.1 0.000217 0.00003

STORY3 51 SISMOY Max 0.0105 1 0.000001 0.000154

STORY3 52 SX 1.9 -0.1 0.000295 0.000039

STORY3 52 SY -0.1 1.6 0.000019 0.000242

STORY3 52 SISMOX Max 1.3 0.1 0.000197 0.000034

STORY3 52 SISMOY Max 0.0423 1 0.000013 0.000156

STORY3 53 SX 2 0.1 0.000307 0.000023

STORY3 53 SY 0.01899 1.6 0.000008 0.000241





TABLE: Joint Drifts


mm mm

STORY3 53 SISMOX Max 1.3 0.03814 0.000206 0.000014

STORY3 53 SISMOY Max 0.01626 1 0.000006 0.000155

STORY3 54 SX 2 0.1 0.000321 0.000022

STORY3 54 SY -0.01423 1.6 0.000004 0.00024

STORY3 54 SISMOX Max 1.4 0.03286 0.000217 0.000014

STORY3 54 SISMOY Max 0.0121 1 0.000003 0.000155

STORY3 55 SX 2.1 -0.1 0.000349 0.000028

STORY3 55 SY -0.01287 1.6 0.000003 0.000239

STORY3 55 SISMOX Max 1.4 0.1 0.000239 0.000027

STORY3 55 SISMOY Max 0.01053 1 0.000002 0.000154

STORY3 56 SX 2 -0.1 0.000303 0.000038

STORY3 56 SY -0.1 1.6 0.000019 0.000241

STORY3 56 SISMOX Max 1.3 0.1 0.000203 0.000033

STORY3 56 SISMOY Max 0.04277 1 0.000013 0.000156

STORY3 57 SX 2.2 -0.01833 0.00037 0.000001

STORY3 57 SY -0.008211 1.6 0.000001 0.000239

STORY3 57 SISMOX Max 1.5 0.04704 0.000256 0.000007

STORY3 57 SISMOY Max 0.006941 1 0.000001 0.000154

STORY3 58 SX 2.2 -0.04245 0.00037 0.00001

STORY3 58 SY -0.00723 1.6 0.000001 0.00024

STORY3 58 SISMOX Max 1.5 0.1 0.000255 0.000012

STORY3 58 SISMOY Max 0.006419 1 0.000001 0.000155

STORY3 59 SX 2.2 0.2 0.000368 0.000033

STORY3 59 SY 0.01581 1.5 0.000004 0.000235

STORY3 59 SISMOX Max 1.5 0.2 0.000253 0.000033

STORY3 59 SISMOY Max 0.01087 1 0.000003 0.000151

STORY3 60 SX 2.3 0.2 0.000385 0.000039

STORY3 60 SY -0.01514 1.6 0.000002 0.000232

STORY3 60 SISMOX Max 1.5 0.2 0.000268 0.000037

STORY3 60 SISMOY Max 0.01046 1 0.000002 0.00015

STORY3 61 SX 1.9 0.3 0.000292 0.000068

STORY3 61 SY 0.1 1.5 0.000017 0.000227

STORY3 61 SISMOX Max 1.3 0.2 0.000195 0.000057

STORY3 61 SISMOY Max 0.04822 1 0.000012 0.000146

STORY3 62 SX 2.2 0.2 0.000367 0.000071

STORY3 62 SY 0.01271 1.5 0.000003 0.000231

STORY3 62 SISMOX Max 1.5 0.2 0.000252 0.000059

STORY3 62 SISMOY Max 0.00913 1 0.000002 0.000148

STORY3 63 SX 2.2 0.1 0.000364 0.000037

STORY3 63 SY 0.01071 1.6 0.000003 0.000236

STORY3 63 SISMOX Max 1.5 0.1 0.000251 0.000034

STORY3 63 SISMOY Max 0.008067 1 0.000002 0.000152

STORY3 64 SX 2.2 0.1 0.000378 0.000034

STORY3 64 SY 0.00527 1.6 0.000001 0.000236

STORY3 64 SISMOX Max 1.5 0.1 0.000261 0.000031

STORY3 64 SISMOY Max 0.005298 1 0.000001 0.000152





TABLE: Joint Drifts


mm mm

STORY3 65 SX 2.1 0.1 0.000331 0.00003

STORY3 65 SY 0.007888 1.6 2.528E-07 0.000239

STORY3 65 SISMOX Max 1.4 0.1 0.000225 0.000028

STORY3 65 SISMOY Max 0.008216 1 0.000001 0.000154

STORY3 66 SX 2.2 0.1 0.000361 0.000026

STORY3 66 SY 0.008864 1.6 0.000001 0.000239

STORY3 66 SISMOX Max 1.5 0.1 0.000248 0.000025

STORY3 66 SISMOY Max 0.006603 1 0.000001 0.000154

STORY3 67 SX 2 0.1 0.000313 0.000035

STORY3 67 SY 0.04814 1.6 0.000013 0.000239

STORY3 67 SISMOX Max 1.3 0.1 0.000211 0.000032

STORY3 67 SISMOY Max 0.03215 1 0.000009 0.000154

STORY3 68 SX 2 0.1 0.00032 0.000034

STORY3 68 SY 0.01169 1.6 0.000000106 0.000239

STORY3 68 SISMOX Max 1.4 0.1 0.000216 0.000031

STORY3 68 SISMOY Max 0.01038 1 0.000001 0.000154

STORY3 69 SX 2.2 0.1 0.000371 0.000016

STORY3 69 SY 0.002935 1.6 0.000001 0.000238

STORY3 69 SISMOX Max 1.5 0.1 0.000257 0.000018

STORY3 69 SISMOY Max 0.002241 1 0.000001 0.000153

STORY3 70 SX 2.3 0.1 0.000385 0.000016

STORY3 70 SY -0.0012 1.6 0.000001 0.000237

STORY3 70 SISMOX Max 1.5 0.1 0.000268 0.000017


STORY3 71 SX 2.2 0.1 0.000371 0.000022

STORY3 71 SY 0.00481 1.6 0.000001 0.000238

STORY3 71 SISMOX Max 1.5 0.1 0.000256 0.000022

STORY3 71 SISMOY Max 0.004193 1 0.000001 0.000153

STORY3 72 SX 2.2 0.1 0.000367 0.00002

STORY3 72 SY 0.005108 1.6 0.000001 0.000237

STORY3 72 SISMOX Max 1.5 0.1 0.000253 0.000021

STORY3 72 SISMOY Max 0.003692 1 0.000001 0.000153

STORY3 73 SX 2.1 0.1 0.000349 0.000015

STORY3 73 SY 0.01436 1.6 0.000003 0.00024

STORY3 73 SISMOX Max 1.4 0.1 0.000239 0.000017

STORY3 73 SISMOY Max 0.01049 1 0.000002 0.000155

STORY3 74 SX 2.2 0.1 0.000372 0.000015

STORY3 74 SY 0.006997 1.6 2.508E-07 0.000239

STORY3 74 SISMOX Max 1.5 0.1 0.000257 0.000017

STORY3 74 SISMOY Max 0.005162 1 0.000001 0.000154

STORY3 75 SX 2.3 0.1 0.000384 0.000018

STORY3 75 SY -0.004868 1.6 0.000002 0.000239

STORY3 75 SISMOX Max 1.5 0.1 0.000267 0.00002

STORY3 75 SISMOY Max 0.003688 1 0.000002 0.000154

STORY3 76 SX 1.9 0.1 0.000294 0.000039

STORY3 76 SY 0.1 1.6 0.000019 0.000242





TABLE: Joint Drifts


mm mm

STORY3 76 SISMOX Max 1.3 0.1 0.000197 0.000034

STORY3 76 SISMOY Max 0.04257 1 0.000013 0.000156

STORY3 77 SX 2.3 0.02985 0.000387 0.000006

STORY3 77 SY 0.004349 1.6 0.000001 0.000239

STORY3 77 SISMOX Max 1.5 0.1 0.000269 0.000009

STORY3 77 SISMOY Max 0.0029 1 0.000001 0.000154

STORY3 78 SX 2.1 0.1 0.000349 0.000028

STORY3 78 SY 0.01404 1.6 0.000003 0.000239

STORY3 78 SISMOX Max 1.4 0.1 0.000239 0.000027

STORY3 78 SISMOY Max 0.01039 1 0.000002 0.000154

STORY3 79 SX 2 0.1 0.000317 0.000034

STORY3 79 SY 0.02729 1.6 0.000005 0.000239

STORY3 79 SISMOX Max 1.3 0.1 0.000214 0.000031

STORY3 79 SISMOY Max 0.01905 1 0.000004 0.000154

STORY3 80 SX 2 0.03311 0.000318 0.000006

STORY3 80 SY 0.01447 1.6 0.000002 0.00024

STORY3 80 SISMOX Max 1.3 0.1 0.000214 0.00001

STORY3 80 SISMOY Max 0.01207 1 0.000002 0.000154

STORY3 81 SX 1.9 0.2 0.00027 0.00004

STORY3 81 SY 0.02034 1.6 7.148E-08 0.000243

STORY3 81 SISMOX Max 1.2 0.2 0.000178 0.000036

STORY3 81 SISMOY Max 0.0169 1 0.000002 0.000156

STORY3 82 SX 1.9 -0.1 0.000269 0.000028

STORY3 82 SY 0.01268 1.6 0.000004 0.000243

STORY3 82 SISMOX Max 1.2 0.04987 0.000178 0.000018

STORY3 82 SISMOY Max 0.01367 1 0.000003 0.000157

STORY3 85 SX 2.2 -0.1 0.000369 0.000012

STORY3 85 SY 0.0133 1.6 0.000003 0.000241

STORY3 85 SISMOX Max 1.5 0.1 0.000254 0.000008

STORY3 85 SISMOY Max 0.009096 1 0.000002 0.000155

STORY3 86 SX 2.1 -0.1 0.000341 0.000013

STORY3 86 SY -0.002249 1.6 0.000000202 0.000241

STORY3 86 SISMOX Max 1.4 0.1 0.000234 0.000009


STORY3 87 SX 2.3 -0.1 0.00038 0.000013

STORY3 87 SY 0.005228 1.6 4.596E-07 0.000241

STORY3 87 SISMOX Max 1.5 0.04619 0.000264 0.000009


STORY3 88 SX 1.9 -0.2 0.000281 0.000068

STORY3 88 SY -0.04437 1.6 0.000013 0.000227

STORY3 88 SISMOX Max 1.3 0.1 0.000187 0.000048

STORY3 88 SISMOY Max 0.03221 1 0.000009 0.000145

STORY3 89 SX 2.2 -0.2 0.000369 0.000069

STORY3 89 SY 0.0151 1.6 0.000003 0.000232

STORY3 89 SISMOX Max 1.5 0.1 0.000254 0.000049

STORY3 89 SISMOY Max 0.01031 1 0.000002 0.000149





TABLE: Joint Drifts


mm mm

STORY3 90 SX 2.2 -0.1 0.000366 0.000025

STORY3 90 SY 0.01658 1.6 0.000003 0.000238

STORY3 90 SISMOX Max 1.5 0.03779 0.000252 0.000016

STORY3 90 SISMOY Max 0.01129 1 0.000002 0.000153

STORY3 91 SX 2.2 -0.1 0.000383 0.000021

STORY3 91 SY 0.02256 1.6 0.000005 0.000238

STORY3 91 SISMOX Max 1.5 0.03282 0.000264 0.000013

STORY3 91 SISMOY Max 0.01489 1 0.000003 0.000153

STORY3 92 SX 2.2 -0.04032 0.000369 0.000015

STORY3 92 SY 0.01106 1.6 0.000002 0.00024

STORY3 92 SISMOX Max 1.5 0.02391 0.000255 0.000009

STORY3 92 SISMOY Max 0.007313 1 0.000001 0.000154

STORY3 93 SX 2.3 -0.0189 0.00038 0.000004

STORY3 93 SY 0.004657 1.6 0.000002 0.000241

STORY3 93 SISMOX Max 1.5 0.01887 0.000265 0.000003

STORY3 93 SISMOY Max 0.002866 1 0.000001 0.000155

STORY3 94 SX 1.9 -0.1 0.000284 0.000026

STORY3 94 SY -0.03456 1.6 0.000015 0.000243

STORY3 94 SISMOX Max 1.3 0.04468 0.000188 0.000017

STORY3 94 SISMOY Max 0.02625 1 0.00001 0.000156

STORY3 95 SX 1.9 -0.1 0.000292 0.000026

STORY3 95 SY -0.03549 1.6 0.000015 0.000242

STORY3 95 SISMOX Max 1.3 0.04271 0.000194 0.000016

STORY3 95 SISMOY Max 0.02655 1 0.000011 0.000156

STORY3 96 SX 2 -0.1 0.000307 0.000023

STORY3 96 SY -0.0187 1.6 0.000008 0.00024

STORY3 96 SISMOX Max 1.3 0.03788 0.000206 0.000014

STORY3 96 SISMOY Max 0.01615 1 0.000006 0.000155

STORY3 97 SX 2 -0.1 0.00032 0.000022

STORY3 97 SY 0.01532 1.6 0.000005 0.00024

STORY3 97 SISMOX Max 1.4 0.03274 0.000217 0.000013

STORY3 97 SISMOY Max 0.01208 1 0.000003 0.000155

STORY3 98 SX 2.1 -0.1 0.000332 0.000018

STORY3 98 SY 0.01764 1.6 0.000005 0.00024

STORY3 98 SISMOX Max 1.4 0.02882 0.000226 0.000011

STORY3 98 SISMOY Max 0.0128 1 0.000003 0.000155

STORY3 99 SX 2.2 -0.03186 0.00036 0.000014

STORY3 99 SY 0.01055 1.6 0.000003 0.00024

STORY3 99 SISMOX Max 1.5 0.02273 0.000248 0.000008

STORY3 99 SISMOY Max 0.00742 1 0.000002 0.000154

STORY3 100 SX 2.2 -0.02607 0.000372 0.000011

STORY3 100 SY 0.01171 1.6 0.000003 0.000239

STORY3 100 SISMOX Max 1.5 0.02215 0.000257 0.000006

STORY3 100 SISMOY Max 0.007751 1 0.000002 0.000154

STORY3 101 SX 2.2 -0.01729 0.000379 0.000009

STORY3 101 SY 0.01135 1.6 0.000002 0.000239





TABLE: Joint Drifts


mm mm

STORY3 101 SISMOX Max 1.5 0.02303 0.000262 0.000005

STORY3 101 SISMOY Max 0.007223 1 0.000001 0.000154

STORY3 102 SX 2.3 -0.004361 0.000383 0.000004

STORY3 102 SY 0.009143 1.6 0.000001 0.00024

STORY3 102 SISMOX Max 1.5 0.02749 0.000266 0.000004

STORY3 102 SISMOY Max 0.005668 1 0.000001 0.000154

STORY3 103 SX 2.3 0.004638 0.000383 0.000002

STORY3 103 SY 0.006236 1.6 2.253E-07 0.00024

STORY3 103 SISMOX Max 1.5 0.03216 0.000266 0.000004


STORY3 104 SX 2.1 -0.001832 0.000349 0.000003

STORY3 104 SY 0.01146 1.6 0.000002 0.00024

STORY3 104 SISMOX Max 1.4 0.03393 0.000239 0.000004

STORY3 104 SISMOY Max 0.008957 1 0.000002 0.000154

STORY3 105 SX 2.2 0.0005956 0.000359 0.000003

STORY3 105 SY 0.01201 1.6 0.000003 0.00024

STORY3 105 SISMOX Max 1.5 0.03506 0.000247 0.000004

STORY3 105 SISMOY Max 0.00868 1 0.000002 0.000154

STORY3 106 SX 2.2 0.00343 0.000369 0.000003

STORY3 106 SY 0.01131 1.6 0.000002 0.000239

STORY3 106 SISMOX Max 1.5 0.03651 0.000255 0.000004

STORY3 106 SISMOY Max 0.007962 1 0.000002 0.000154

STORY3 107 SX 2.2 0.005839 0.000371 0.000002

STORY3 107 SY 0.01015 1.6 0.000003 0.000239

STORY3 107 SISMOX Max 1.5 0.03774 0.000257 0.000005

STORY3 107 SISMOY Max 0.00686 1 0.000002 0.000154

STORY3 108 SX 2.1 -0.04331 0.000349 0.000017

STORY3 108 SY 0.01151 1.6 0.000002 0.00024

STORY3 108 SISMOX Max 1.4 0.02595 0.000239 0.00001

STORY3 108 SISMOY Max 0.008968 1 0.000002 0.000154

STORY3 109 SX 2 -0.1 0.000314 0.000023

STORY3 109 SY 0.001277 1.6 0.000001 0.00024

STORY3 109 SISMOX Max 1.3 0.03525 0.000212 0.000014

STORY3 109 SISMOY Max 0.008411 1 0.000001 0.000155

STORY3 110 SX 1.9 0.03346 0.00027 0.000006

STORY3 110 SY 0.01681 1.6 0.000002 0.000238

STORY3 110 SISMOX Max 1.2 0.1 0.000178 0.00001

STORY3 110 SISMOY Max 0.0153 1 0.000002 0.000153

STORY3 111 SX 2.2 0.1 0.000369 0.00003

STORY3 111 SY 0.005479 1.6 0.000002 0.000238

STORY3 111 SISMOX Max 1.5 0.1 0.000255 0.000028

STORY3 111 SISMOY Max 0.004484 1 0.000001 0.000153

STORY3 112 SX 2 0.1 0.000302 0.000038

STORY3 112 SY 0.1 1.6 0.000019 0.000241

STORY3 112 SISMOX Max 1.3 0.1 0.000203 0.000034

STORY3 112 SISMOY Max 0.04302 1 0.000013 0.000155





TABLE: Joint Drifts


mm mm

STORY3 113 SX 2.2 0.01839 0.00037 0.000002

STORY3 113 SY 0.009474 1.6 0.000002 0.000239

STORY3 113 SISMOX Max 1.5 0.04866 0.000255 0.000007

STORY3 113 SISMOY Max 0.006601 1 0.000001 0.000154

STORY3 114 SX 2.2 0.04268 0.00037 0.00001

STORY3 114 SY 0.008491 1.6 0.000002 0.000239

STORY3 114 SISMOX Max 1.5 0.1 0.000255 0.000012

STORY3 114 SISMOY Max 0.006084 1 0.000001 0.000154

STORY3 115 SX 2.2 0.1 0.000378 0.000016

STORY3 115 SY 0.006003 1.6 0.000002 0.000236

STORY3 115 SISMOX Max 1.5 0.04985 0.000265 0.000009

STORY3 115 SISMOY Max 0.01129 1 0.000002 0.000152

STORY3 116 SX 2.3 0.1 0.000389 0.000023

STORY3 116 SY -0.02093 1.6 0.000004 0.000233

STORY3 116 SISMOX Max 1.6 0.04808 0.000272 0.000013

STORY3 116 SISMOY Max 0.01732 1 0.000003 0.000151

STORY3 117 SX 2 0.2 0.000306 0.000056

STORY3 117 SY 0.1 1.5 0.000015 0.000227

STORY3 117 SISMOX Max 1.4 0.1 0.000211 0.000038

STORY3 117 SISMOY Max 0.03754 1 0.000009 0.000146

STORY3 118 SX 2.2 0.2 0.000377 0.000058

STORY3 118 SY 0.002866 1.5 0.000001 0.000231

STORY3 118 SISMOX Max 1.5 0.1 0.000264 0.000039

STORY3 118 SISMOY Max 0.01165 1 0.000002 0.000149

STORY3 119 SX 2.2 0.1 0.000375 0.000025

STORY3 119 SY 0.0008722 1.6 1.211E-07 0.000236

STORY3 119 SISMOX Max 1.5 0.0392 0.000263 0.000015

STORY3 119 SISMOY Max 0.01204 1 0.000002 0.000152

STORY3 120 SX 2.2 0.1 0.000388 0.000022

STORY3 120 SY -0.004203 1.6 0.000001 0.000236

STORY3 120 SISMOX Max 1.5 0.03758 0.000272 0.000013

STORY3 120 SISMOY Max 0.01275 1 0.000002 0.000152

STORY3 121 SX 2.1 0.1 0.000343 0.000019

STORY3 121 SY -0.003208 1.6 0.000003 0.000239

STORY3 121 SISMOX Max 1.5 0.03494 0.00024 0.000011

STORY3 121 SISMOY Max 0.01593 1 0.000004 0.000154

STORY3 122 SX 2.2 0.03086 0.000369 0.000015

STORY3 122 SY -0.0001249 1.6 0.000001 0.000239

STORY3 122 SISMOX Max 1.5 0.03416 0.000259 0.000008

STORY3 122 SISMOY Max 0.01102 1 0.000002 0.000154

STORY3 123 SX 2.1 0.1 0.000327 0.000024

STORY3 123 SY 0.03563 1.6 0.000011 0.000239

STORY3 123 SISMOX Max 1.4 0.04031 0.000227 0.000015

STORY3 123 SISMOY Max 0.02402 1 0.000007 0.000154

STORY3 124 SX 2.1 0.1 0.000333 0.000023

STORY3 124 SY 0.0000409 1.6 0.000002 0.000239





TABLE: Joint Drifts


mm mm

STORY3 124 SISMOX Max 1.4 0.03696 0.000232 0.000014

STORY3 124 SISMOY Max 0.01631 1 0.000003 0.000154

STORY3 125 SX 2.2 0.002308 0.000376 0.000005

STORY3 125 SY -0.00398 1.6 4.241E-07 0.000238

STORY3 125 SISMOX Max 1.5 0.04415 0.000263 0.000005

STORY3 125 SISMOY Max 0.008471 1 0.000001 0.000153

STORY3 126 SX 2.3 -0.00597 0.000389 0.000004

STORY3 126 SY -0.006857 1.6 0.000001 0.000238

STORY3 126 SISMOX Max 1.6 0.04863 0.000272 0.000005

STORY3 126 SISMOY Max 0.008475 1 0.000001 0.000153

STORY3 127 SX 2.2 0.02143 0.000379 0.00001

STORY3 127 SY -0.003568 1.6 0.000001 0.000239

STORY3 127 SISMOX Max 1.5 0.03629 0.000266 0.000006

STORY3 127 SISMOY Max 0.01091 1 0.000002 0.000154

STORY3 128 SX 2.2 0.01312 0.000373 0.000009

STORY3 128 SY -0.002848 1.6 0.000001 0.000238

STORY3 128 SISMOX Max 1.5 0.03922 0.000261 0.000005

STORY3 128 SISMOY Max 0.009458 1 0.000002 0.000153

STORY3 129 SX 2.2 0.01077 0.000361 0.000006

STORY3 129 SY 0.003461 1.6 3.585E-07 0.00024

STORY3 129 SISMOX Max 1.5 0.03607 0.000253 0.000005

STORY3 129 SISMOY Max 0.01293 1 0.000002 0.000155

STORY3 130 SX 2.2 0.002342 0.00038 0.000005

STORY3 130 SY -0.001342 1.6 0.000002 0.000239

STORY3 130 SISMOX Max 1.5 0.03983 0.000266 0.000005

STORY3 130 SISMOY Max 0.01002 1 0.000003 0.000154

STORY3 131 SX 2.3 0.01087 0.000388 0.000005

STORY3 131 SY -0.01069 1.6 0.000004 0.000239

STORY3 131 SISMOX Max 1.6 0.04423 0.000272 0.000006

STORY3 131 SISMOY Max 0.0108 1 0.000003 0.000154

STORY3 132 SX 2 0.1 0.000309 0.000028

STORY3 132 SY 0.1 1.6 0.000016 0.000241

STORY3 132 SISMOX Max 1.4 0.04528 0.000213 0.000017

STORY3 132 SISMOY Max 0.03263 1 0.00001 0.000156

STORY3 133 SX 2.3 -0.01975 0.00039 0.000003

STORY3 133 SY -0.000871 1.6 4.965E-07 0.000239

STORY3 133 SISMOX Max 1.6 0.04864 0.000273 0.000008

STORY3 133 SISMOY Max 0.005363 1 0.000001 0.000154

STORY3 134 SX 2.2 0.04501 0.00036 0.000017

STORY3 134 SY 0.003291 1.6 4.474E-07 0.000239

STORY3 134 SISMOX Max 1.5 0.03382 0.000252 0.00001

STORY3 134 SISMOY Max 0.01299 1 0.000002 0.000154

STORY3 135 SX 2.1 0.1 0.00033 0.000024

STORY3 135 SY 0.01517 1.6 0.000003 0.000239

STORY3 135 SISMOX Max 1.4 0.03854 0.00023 0.000014

STORY3 135 SISMOY Max 0.01646 1 0.000002 0.000154





TABLE: Joint Drifts


mm mm

STORY3 136 SX 2.1 -0.01666 0.000333 0.000002

STORY3 136 SY 0.002183 1.6 3.276E-07 0.00024

STORY3 136 SISMOX Max 1.4 0.04664 0.000232 0.000007

STORY3 136 SISMOY Max 0.01675 1 0.000003 0.000155

STORY3 137 SX 1.9 0.1 0.000287 0.00003

STORY3 137 SY 0.006957 1.6 0.000002 0.000242

STORY3 137 SISMOX Max 1.3 0.04933 0.000198 0.000018

STORY3 137 SISMOY Max 0.02033 1 0.000004 0.000157

STORY3 138 SX 1.9 -0.1 0.000287 0.000033

STORY3 138 SY -0.0005655 1.6 0.000002 0.000243

STORY3 138 SISMOX Max 1.3 0.1 0.000198 0.000029

STORY3 138 SISMOY Max 0.0217 1 0.000003 0.000157

STORY3 141 SX 2.2 -0.1 0.000381 0.000012

STORY3 141 SY -0.002018 1.6 0.000002 0.000238

STORY3 141 SISMOX Max 1.5 0.1 0.000268 0.000012

STORY3 141 SISMOY Max 0.0127 1 0.000003 0.000153

STORY3 142 SX 2.2 -0.1 0.000359 0.000013

STORY3 142 SY -0.01365 1.6 0.000005 0.000238

STORY3 142 SISMOX Max 1.5 0.1 0.000251 0.000012

STORY3 142 SISMOY Max 0.01639 1 0.000004 0.000153

STORY3 143 SX 2.3 -0.1 0.000384 0.000017

STORY3 143 SY 0.00383 1.6 7.001E-08 0.000237

STORY3 143 SISMOX Max 1.6 0.1 0.000269 0.000014


STORY3 144 SX 2 -0.2 0.000305 0.000061

STORY3 144 SY -0.1 1.6 0.000016 0.000227

STORY3 144 SISMOX Max 1.4 0.2 0.000211 0.000049

STORY3 144 SISMOY Max 0.04902 1 0.000012 0.000145

STORY3 145 SX 2.2 -0.2 0.00038 0.000063

STORY3 145 SY 0.0002737 1.6 0.000002 0.000232

STORY3 145 SISMOX Max 1.5 0.2 0.000267 0.00005

STORY3 145 SISMOY Max 0.01202 1 0.000003 0.000149

STORY3 146 SX 2.2 -0.1 0.000376 0.000028

STORY3 146 SY 0.002744 1.6 0.000001 0.000237

STORY3 146 SISMOX Max 1.5 0.1 0.000264 0.000024

STORY3 146 SISMOY Max 0.01153 1 0.000002 0.000153

STORY3 147 SX 2.3 -0.1 0.000391 0.000025

STORY3 147 SY 0.00848 1.6 0.000001 0.000238

STORY3 147 SISMOX Max 1.6 0.1 0.000275 0.000022

STORY3 147 SISMOY Max 0.01036 1 0.000002 0.000153

STORY3 148 SX 2.2 -0.1 0.000378 0.00002

STORY3 148 SY 0.001394 1.6 0.000001 0.000239

STORY3 148 SISMOX Max 1.5 0.1 0.000265 0.000018

STORY3 148 SISMOY Max 0.008911 1 0.000002 0.000154

STORY3 149 SX 2.3 -0.04354 0.000384 0.00001

STORY3 149 SY 0.001912 1.6 0.000001 0.000241





TABLE: Joint Drifts


mm mm

STORY3 149 SISMOX Max 1.6 0.1 0.000269 0.000011

STORY3 149 SISMOY Max 0.003873 1 0.000001 0.000155

STORY3 150 SX 2 -0.1 0.000308 0.000032

STORY3 150 SY -0.04739 1.6 0.000017 0.000242

STORY3 150 SISMOX Max 1.4 0.1 0.000214 0.000027

STORY3 150 SISMOY Max 0.04301 1 0.000013 0.000156

STORY3 151 SX 2 -0.1 0.000316 0.000031

STORY3 151 SY -0.04837 1.6 0.000017 0.000242

STORY3 151 SISMOX Max 1.4 0.1 0.000219 0.000027

STORY3 151 SISMOY Max 0.04316 1 0.000013 0.000156

STORY3 152 SX 2.1 -0.1 0.000327 0.000028

STORY3 152 SY -0.03159 1.6 0.000011 0.00024

STORY3 152 SISMOX Max 1.4 0.1 0.000228 0.000024

STORY3 152 SISMOY Max 0.0324 1 0.000009 0.000155

STORY3 153 SX 2.1 -0.1 0.000333 0.000027

STORY3 153 SY 0.003301 1.6 0.000002 0.00024

STORY3 153 SISMOX Max 1.4 0.1 0.000232 0.000023

STORY3 153 SISMOY Max 0.01557 1 0.000002 0.000155

STORY3 154 SX 2.1 -0.1 0.000343 0.000023

STORY3 154 SY 0.005885 1.6 0.000002 0.00024

STORY3 154 SISMOX Max 1.5 0.1 0.000239 0.000021

STORY3 154 SISMOY Max 0.01392 1 0.000002 0.000155

STORY3 155 SX 2.2 -0.1 0.00037 0.00002

STORY3 155 SY 0.0008348 1.6 1.436E-07 0.00024

STORY3 155 SISMOX Max 1.5 0.1 0.000259 0.000018

STORY3 155 SISMOY Max 0.01042 1 0.000002 0.000154

STORY3 156 SX 2.2 -0.1 0.00038 0.000017

STORY3 156 SY 0.002705 1.6 4.508E-07 0.000239

STORY3 156 SISMOX Max 1.5 0.1 0.000266 0.000016

STORY3 156 SISMOY Max 0.008727 1 0.000001 0.000154

STORY3 157 SX 2.3 -0.04999 0.000385 0.000015

STORY3 157 SY 0.005791 1.6 0.000001 0.000239

STORY3 157 SISMOX Max 1.6 0.1 0.00027 0.000015

STORY3 157 SISMOY Max 0.006651 1 0.000001 0.000154

STORY3 158 SX 2.3 -0.03741 0.000388 0.00001

STORY3 158 SY 0.005697 1.6 8.982E-08 0.00024

STORY3 158 SISMOX Max 1.6 0.1 0.000272 0.000011

STORY3 158 SISMOY Max 0.005214 1 0.000001 0.000155

STORY3 159 SX 2.3 -0.0284 0.000386 0.000009

STORY3 159 SY 0.002203 1.6 0.000001 0.00024

STORY3 159 SISMOX Max 1.6 0.04591 0.00027 0.00001

STORY3 159 SISMOY Max 0.004179 1 0.000001 0.000155

STORY3 160 SX 2.2 -0.04394 0.000361 0.00001

STORY3 160 SY -0.0001197 1.6 0.000001 0.00024

STORY3 160 SISMOX Max 1.5 0.1 0.000253 0.000012

STORY3 160 SISMOY Max 0.01363 1 0.000002 0.000155





TABLE: Joint Drifts


mm mm

STORY3 161 SX 2.2 -0.0412 0.000369 0.000011

STORY3 161 SY 0.001318 1.6 3.038E-07 0.000239

STORY3 161 SISMOX Max 1.5 0.1 0.000259 0.000012

STORY3 161 SISMOY Max 0.0117 1 0.000002 0.000154

STORY3 162 SX 2.2 -0.03828 0.000379 0.00001

STORY3 162 SY 0.001047 1.6 3.766E-07 0.000239

STORY3 162 SISMOX Max 1.5 0.1 0.000266 0.000012

STORY3 162 SISMOY Max 0.01068 1 0.000002 0.000154

STORY3 163 SX 2.2 -0.03571 0.000379 0.000009

STORY3 163 SY 0.00135 1.6 9.455E-08 0.000239

STORY3 163 SISMOX Max 1.5 0.1 0.000266 0.000011

STORY3 163 SISMOY Max 0.009054 1 0.000002 0.000154

STORY3 164 SX 2.2 -0.1 0.000361 0.000021

STORY3 164 SY -0.0006321 1.6 0.000001 0.00024

STORY3 164 SISMOX Max 1.5 0.1 0.000252 0.00002

STORY3 164 SISMOY Max 0.01378 1 0.000003 0.000154

STORY3 165 SX 2.1 -0.1 0.00033 0.000027

STORY3 165 SY -0.01125 1.6 0.000003 0.00024

STORY3 165 SISMOX Max 1.4 0.1 0.00023 0.000024

STORY3 165 SISMOY Max 0.02115 1 0.000004 0.000155

STORY3 166 SX 1.9 -0.01652 0.000288 0.000002

STORY3 166 SY 0.003439 1.6 4.061E-07 0.000238

STORY3 166 SISMOX Max 1.3 0.04669 0.000199 0.000007

STORY3 166 SISMOY Max 0.02086 1 0.000003 0.000154

STORY3 169 SX 2.2 0.04017 0.000377 0.000017

STORY3 169 SY -0.002883 1.6 2.296E-07 0.000238

STORY3 169 SISMOX Max 1.5 0.03648 0.000264 0.00001

STORY3 169 SISMOY Max 0.01073 1 0.000002 0.000153

STORY3 170 SX 2 0.1 0.000316 0.000027

STORY3 170 SY 0.1 1.6 0.000017 0.000241

STORY3 170 SISMOX Max 1.4 0.04374 0.000219 0.000017

STORY3 170 SISMOY Max 0.03297 1 0.000011 0.000156

STORY3 171 SX 2.2 -0.0292 0.000378 0.000007

STORY3 171 SY 0.0006558 1.6 0.000001 0.000239

STORY3 171 SISMOX Max 1.5 0.1 0.000265 0.00001

STORY3 171 SISMOY Max 0.009711 1 0.000002 0.000154

STORY3 172 SX 2.2 -0.00888 0.000378 0.000001

STORY3 172 SY -0.0002882 1.6 0.000001 0.000239

STORY3 172 SISMOX Max 1.5 0.0428 0.000265 0.000005

STORY3 172 SISMOY Max 0.009986 1 0.000002 0.000154

STORY3 173 SX 2.2 -0.1 0.000378 0.000016

STORY3 173 SY -0.005423 1.6 0.000002 0.000235

STORY3 173 SISMOX Max 1.5 0.04966 0.000265 0.000009

STORY3 173 SISMOY Max 0.01104 1 0.000002 0.000152

STORY3 174 SX 2.3 -0.1 0.000388 0.000022

STORY3 174 SY 0.0218 1.6 0.000004 0.000233





TABLE: Joint Drifts


mm mm

STORY3 174 SISMOX Max 1.6 0.04808 0.000272 0.000013

STORY3 174 SISMOY Max 0.01579 1 0.000003 0.00015

STORY3 175 SX 2 -0.2 0.000306 0.000056

STORY3 175 SY -0.1 1.5 0.000015 0.000227

STORY3 175 SISMOX Max 1.4 0.1 0.000211 0.000038

STORY3 175 SISMOY Max 0.0397 1 0.00001 0.000146

STORY3 176 SX 2.2 -0.2 0.000377 0.000058

STORY3 176 SY -0.002287 1.5 0.000001 0.000231

STORY3 176 SISMOX Max 1.5 0.1 0.000264 0.000039

STORY3 176 SISMOY Max 0.01101 1 0.000002 0.000148

STORY3 177 SX 2.2 -0.1 0.000375 0.000025

STORY3 177 SY -0.000294 1.6 0 0.000236

STORY3 177 SISMOX Max 1.5 0.03939 0.000263 0.000015

STORY3 177 SISMOY Max 0.01117 1 0.000002 0.000152

STORY3 178 SX 2.2 -0.1 0.000388 0.000022

STORY3 178 SY 0.004816 1.6 0.000001 0.000236

STORY3 178 SISMOX Max 1.5 0.03802 0.000272 0.000012

STORY3 178 SISMOY Max 0.01141 1 0.000002 0.000152

STORY3 179 SX 2.1 -0.1 0.000343 0.000019

STORY3 179 SY 0.003667 1.6 0.000003 0.000239

STORY3 179 SISMOX Max 1.5 0.03537 0.00024 0.000011

STORY3 179 SISMOY Max 0.0146 1 0.000003 0.000154

STORY3 180 SX 2.2 -0.0304 0.000369 0.000014

STORY3 180 SY 0.0007481 1.6 0.000001 0.000238

STORY3 180 SISMOX Max 1.5 0.03537 0.000259 0.000008

STORY3 180 SISMOY Max 0.01009 1 0.000002 0.000154

STORY3 181 SX 2.1 -0.1 0.000327 0.000024

STORY3 181 SY -0.03529 1.6 0.000011 0.000239

STORY3 181 SISMOX Max 1.4 0.04017 0.000227 0.000014

STORY3 181 SISMOY Max 0.02569 1 0.000007 0.000154

STORY3 182 SX 2.1 -0.1 0.000333 0.000023

STORY3 182 SY 0.0003572 1.6 0.000002 0.000239

STORY3 182 SISMOX Max 1.4 0.0371 0.000232 0.000013

STORY3 182 SISMOY Max 0.01522 1 0.000003 0.000154

STORY3 183 SX 2.2 -0.00181 0.000376 0.000005

STORY3 183 SY 0.004797 1.6 0.000001 0.000238

STORY3 183 SISMOX Max 1.5 0.04593 0.000263 0.000005

STORY3 183 SISMOY Max 0.007315 1 0.000001 0.000153

STORY3 184 SX 2.3 0.006477 0.000389 0.000004

STORY3 184 SY 0.007762 1.6 0.000001 0.000237

STORY3 184 SISMOX Max 1.6 0.1 0.000272 0.000006

STORY3 184 SISMOY Max 0.007171 1 0.000001 0.000153

STORY3 185 SX 2.2 -0.02096 0.000379 0.00001

STORY3 185 SY 0.004241 1.6 0.000002 0.000238

STORY3 185 SISMOX Max 1.5 0.03777 0.000266 0.000006

STORY3 185 SISMOY Max 0.009669 1 0.000002 0.000153





TABLE: Joint Drifts


mm mm

STORY3 186 SX 2.2 -0.01264 0.000373 0.000009

STORY3 186 SY 0.003585 1.6 0.000001 0.000237

STORY3 186 SISMOX Max 1.5 0.04086 0.000261 0.000006

STORY3 186 SISMOY Max 0.008341 1 0.000001 0.000153

STORY3 187 SX 2.2 -0.0105 0.000361 0.000006

STORY3 187 SY -0.002945 1.6 2.471E-07 0.00024

STORY3 187 SISMOX Max 1.5 0.03764 0.000253 0.000005

STORY3 187 SISMOY Max 0.01229 1 0.000002 0.000155

STORY3 188 SX 2.2 -0.002067 0.00038 0.000005

STORY3 188 SY 0.002012 1.6 0.000002 0.000239

STORY3 188 SISMOX Max 1.5 0.04149 0.000266 0.000005

STORY3 188 SISMOY Max 0.008994 1 0.000002 0.000154

STORY3 189 SX 2.3 -0.01018 0.000388 0.000005

STORY3 189 SY 0.01158 1.6 0.000004 0.000239

STORY3 189 SISMOX Max 1.6 0.04601 0.000272 0.000006

STORY3 189 SISMOY Max 0.00939 1 0.000003 0.000154

STORY3 190 SX 2 -0.1 0.000309 0.000028

STORY3 190 SY -0.1 1.6 0.000016 0.000241

STORY3 190 SISMOX Max 1.4 0.04487 0.000213 0.000017

STORY3 190 SISMOY Max 0.03466 1 0.000011 0.000156

STORY3 191 SX 2.3 0.01986 0.00039 0.000003

STORY3 191 SY 0.001755 1.6 0.000001 0.000239

STORY3 191 SISMOX Max 1.6 0.1 0.000273 0.000008

STORY3 191 SISMOY Max 0.004545 1 0.000001 0.000154

STORY3 192 SX 2.2 -0.04457 0.00036 0.000017

STORY3 192 SY -0.002772 1.6 3.362E-07 0.000238

STORY3 192 SISMOX Max 1.5 0.03452 0.000252 0.00001

STORY3 192 SISMOY Max 0.01234 1 0.000002 0.000154

STORY3 193 SX 2.1 -0.1 0.00033 0.000023

STORY3 193 SY -0.01481 1.6 0.000003 0.000239

STORY3 193 SISMOX Max 1.4 0.03854 0.00023 0.000014

STORY3 193 SISMOY Max 0.01688 1 0.000003 0.000154

STORY3 194 SX 2.1 0.01678 0.000333 0.000002

STORY3 194 SY -0.001827 1.6 4.021E-07 0.000239

STORY3 194 SISMOX Max 1.4 0.04827 0.000232 0.000007

STORY3 194 SISMOY Max 0.01583 1 0.000002 0.000154

STORY3 195 SX 1.9 -0.1 0.000287 0.000029

STORY3 195 SY -0.006782 1.6 0.000003 0.000242

STORY3 195 SISMOX Max 1.3 0.04877 0.000198 0.000018

STORY3 195 SISMOY Max 0.01967 1 0.000004 0.000156

STORY3 196 SX 1.9 0.1 0.000287 0.000033

STORY3 196 SY 0.0007296 1.6 0.000001 0.000243

STORY3 196 SISMOX Max 1.3 0.1 0.000198 0.000029

STORY3 196 SISMOY Max 0.02037 1 0.000003 0.000157

STORY3 199 SX 2.2 0.1 0.000382 0.000012

STORY3 199 SY 0.00254 1.6 0.000002 0.000238





TABLE: Joint Drifts


mm mm

STORY3 199 SISMOX Max 1.5 0.1 0.000268 0.000012

STORY3 199 SISMOY Max 0.01153 1 0.000003 0.000152

STORY3 200 SX 2.2 0.1 0.000359 0.000013

STORY3 200 SY 0.01422 1.6 0.000005 0.000238

STORY3 200 SISMOX Max 1.5 0.1 0.000251 0.000012

STORY3 200 SISMOY Max 0.01461 1 0.000004 0.000152

STORY3 201 SX 2.3 0.1 0.000384 0.000017

STORY3 201 SY -0.003034 1.6 9.124E-08 0.000237

STORY3 201 SISMOX Max 1.6 0.1 0.000269 0.000014


STORY3 202 SX 2 0.2 0.000305 0.000061

STORY3 202 SY 0.1 1.6 0.000016 0.000227

STORY3 202 SISMOX Max 1.4 0.2 0.000212 0.000049

STORY3 202 SISMOY Max 0.04624 1 0.000012 0.000145

STORY3 203 SX 2.2 0.2 0.00038 0.000063

STORY3 203 SY 0.0002541 1.6 0.000002 0.000232

STORY3 203 SISMOX Max 1.5 0.2 0.000267 0.00005

STORY3 203 SISMOY Max 0.01111 1 0.000002 0.000149

STORY3 204 SX 2.2 0.1 0.000376 0.000028

STORY3 204 SY -0.002209 1.6 0.000001 0.000237

STORY3 204 SISMOX Max 1.5 0.1 0.000264 0.000024

STORY3 204 SISMOY Max 0.0109 1 0.000002 0.000153

STORY3 205 SX 2.3 0.1 0.000391 0.000025

STORY3 205 SY -0.007908 1.6 0.000001 0.000238

STORY3 205 SISMOX Max 1.6 0.1 0.000275 0.000022

STORY3 205 SISMOY Max 0.01059 1 0.000002 0.000153

STORY3 206 SX 2.2 0.1 0.000378 0.00002

STORY3 206 SY -0.0007558 1.6 0.000001 0.000239

STORY3 206 SISMOX Max 1.5 0.1 0.000265 0.000018

STORY3 206 SISMOY Max 0.00824 1 0.000002 0.000154

STORY3 207 SX 2.3 0.04298 0.000384 0.00001

STORY3 207 SY -0.001131 1.6 0.000001 0.000241

STORY3 207 SISMOX Max 1.6 0.1 0.000269 0.000011

STORY3 207 SISMOY Max 0.003681 1 0.000001 0.000155

STORY3 208 SX 2 0.1 0.000308 0.000032

STORY3 208 SY 0.04761 1.6 0.000017 0.000242

STORY3 208 SISMOX Max 1.4 0.1 0.000214 0.000028

STORY3 208 SISMOY Max 0.0403 1 0.000013 0.000156

STORY3 209 SX 2 0.1 0.000316 0.000031

STORY3 209 SY 0.04862 1.6 0.000017 0.000242

STORY3 209 SISMOX Max 1.4 0.1 0.00022 0.000027

STORY3 209 SISMOY Max 0.04047 1 0.000013 0.000156

STORY3 210 SX 2.1 0.1 0.000327 0.000028

STORY3 210 SY 0.0319 1.6 0.000011 0.00024

STORY3 210 SISMOX Max 1.4 0.1 0.000228 0.000025

STORY3 210 SISMOY Max 0.02993 1 0.000009 0.000155





TABLE: Joint Drifts


mm mm

STORY3 211 SX 2.1 0.1 0.000333 0.000027

STORY3 211 SY -0.002908 1.6 0.000002 0.00024

STORY3 211 SISMOX Max 1.4 0.1 0.000232 0.000024

STORY3 211 SISMOY Max 0.01481 1 0.000002 0.000154

STORY3 212 SX 2.1 0.1 0.000343 0.000023

STORY3 212 SY -0.005446 1.6 0.000002 0.00024

STORY3 212 SISMOX Max 1.5 0.1 0.000239 0.000021

STORY3 212 SISMOY Max 0.01351 1 0.000002 0.000154

STORY3 213 SX 2.2 0.1 0.00037 0.00002

STORY3 213 SY -0.0002363 1.6 2.679E-07 0.000239

STORY3 213 SISMOX Max 1.5 0.1 0.000259 0.000018

STORY3 213 SISMOY Max 0.009618 1 0.000002 0.000154

STORY3 214 SX 2.2 0.1 0.00038 0.000017

STORY3 214 SY -0.002052 1.6 3.116E-07 0.000239

STORY3 214 SISMOX Max 1.5 0.1 0.000266 0.000016

STORY3 214 SISMOY Max 0.008243 1 0.000001 0.000154

STORY3 215 SX 2.3 0.0497 0.000385 0.000015

STORY3 215 SY -0.005101 1.6 4.922E-07 0.000239

STORY3 215 SISMOX Max 1.6 0.1 0.00027 0.000015

STORY3 215 SISMOY Max 0.006886 1 0.000001 0.000154

STORY3 216 SX 2.3 0.03708 0.000388 0.00001

STORY3 216 SY -0.004947 1.6 5.178E-08 0.00024

STORY3 216 SISMOX Max 1.6 0.1 0.000272 0.000011

STORY3 216 SISMOY Max 0.005676 1 0.000001 0.000154

STORY3 217 SX 2.3 0.02805 0.000386 0.000009

STORY3 217 SY -0.00137 1.6 0.000001 0.00024

STORY3 217 SISMOX Max 1.6 0.04722 0.00027 0.000011

STORY3 217 SISMOY Max 0.003993 1 0.000001 0.000154

STORY3 218 SX 2.2 0.0439 0.000361 0.00001

STORY3 218 SY 0.0006096 1.6 0.000001 0.00024

STORY3 218 SISMOX Max 1.5 0.1 0.000253 0.000012

STORY3 218 SISMOY Max 0.0126 1 0.000002 0.000154

STORY3 219 SX 2.2 0.04115 0.000369 0.000011

STORY3 219 SY -0.0007575 1.6 0.000000421 0.000239

STORY3 219 SISMOX Max 1.5 0.1 0.000259 0.000012

STORY3 219 SISMOY Max 0.0109 1 0.000002 0.000154

STORY3 220 SX 2.2 0.03822 0.000379 0.00001

STORY3 220 SY -0.0004343 1.6 0.000001 0.000239

STORY3 220 SISMOX Max 1.5 0.1 0.000266 0.000012

STORY3 220 SISMOY Max 0.009894 1 0.000002 0.000154

STORY3 221 SX 2.2 0.03564 0.000379 0.000009

STORY3 221 SY -0.0006823 1.6 4.864E-08 0.000239

STORY3 221 SISMOX Max 1.5 0.1 0.000266 0.000011

STORY3 221 SISMOY Max 0.008372 1 0.000001 0.000154

STORY3 222 SX 2.2 0.1 0.000361 0.000021

STORY3 222 SY 0.001117 1.6 0.000001 0.000239





TABLE: Joint Drifts


mm mm

STORY3 222 SISMOX Max 1.5 0.1 0.000252 0.00002

STORY3 222 SISMOY Max 0.01271 1 0.000002 0.000154

STORY3 223 SX 2.1 0.1 0.000331 0.000027

STORY3 223 SY 0.0116 1.6 0.000003 0.00024

STORY3 223 SISMOX Max 1.4 0.1 0.00023 0.000024

STORY3 223 SISMOY Max 0.01926 1 0.000004 0.000154

STORY3 224 SX 2 0.01665 0.000288 0.000002

STORY3 224 SY -0.003269 1.6 4.426E-07 0.000238

STORY3 224 SISMOX Max 1.3 0.04833 0.000199 0.000007

STORY3 224 SISMOY Max 0.01987 1 0.000003 0.000153

STORY3 225 SX 2.2 -0.03955 0.000377 0.000017

STORY3 225 SY 0.003564 1.6 3.713E-07 0.000238

STORY3 225 SISMOX Max 1.5 0.03747 0.000264 0.000009

STORY3 225 SISMOY Max 0.009555 1 0.000002 0.000153

STORY3 226 SX 2 -0.1 0.000316 0.000027

STORY3 226 SY -0.1 1.6 0.000017 0.000241

STORY3 226 SISMOX Max 1.4 0.0434 0.000219 0.000016

STORY3 226 SISMOY Max 0.03502 1 0.000011 0.000155

STORY3 227 SX 2.2 0.02928 0.000378 0.000007

STORY3 227 SY 0.0000106 1.6 0.000001 0.000239

STORY3 227 SISMOX Max 1.5 0.1 0.000265 0.00001

STORY3 227 SISMOY Max 0.008913 1 0.000002 0.000154

STORY3 228 SX 2.2 0.009021 0.000378 0.000001

STORY3 228 SY 0.0009315 1.6 0.000001 0.000239

STORY3 228 SISMOX Max 1.5 0.04444 0.000265 0.000006

STORY3 228 SISMOY Max 0.009069 1 0.000002 0.000154

STORY3 229 SX 2.3 -0.04791 0.000384 0.000008

STORY3 229 SY 0.009076 1.6 0.000002 0.00024

STORY3 229 SISMOX Max 1.5 0.1 0.000268 0.000013

STORY3 229 SISMOY Max 0.004831 1 0.000001 0.000155

STORY3 230 SX 2.3 -0.03275 0.000388 0.000007

STORY3 230 SY -0.01374 1.6 0.000004 0.00024

STORY3 230 SISMOX Max 1.6 0.1 0.000272 0.000013

STORY3 230 SISMOY Max 0.01271 1 0.000003 0.000155

STORY3 231 SX 2.3 0.04889 0.000384 0.000008

STORY3 231 SY -0.007912 1.6 0.000002 0.00024

STORY3 231 SISMOX Max 1.5 0.1 0.000267 0.000013

STORY3 231 SISMOY Max 0.005661 1 0.000002 0.000155

STORY3 232 SX 2.3 0.03368 0.000388 0.000008

STORY3 232 SY 0.01463 1.6 0.000004 0.00024

STORY3 232 SISMOX Max 1.6 0.1 0.000272 0.000013

STORY3 232 SISMOY Max 0.01125 1 0.000003 0.000155

STORY2 3 SX 1.2 -0.1 0.000281 0.000036

STORY2 3 SY -0.03055 1 0.000018 0.000224

STORY2 3 SISMOX Max 0.8 0.1 0.000184 0.000033

STORY2 3 SISMOY Max 0.01999 0.6 0.000011 0.000143





TABLE: Joint Drifts


mm mm

STORY2 4 SX 1.3 -0.1 0.000322 0.000043

STORY2 4 SY -0.003993 1 0.000006 0.000232

STORY2 4 SISMOX Max 0.8 0.1 0.000216 0.000038

STORY2 4 SISMOY Max 0.00431 0.6 0.000004 0.000149

STORY2 5 SX 1.3 -0.1 0.000324 0.000019

STORY2 5 SY -0.004875 1 0.000009 0.00023

STORY2 5 SISMOX Max 0.8 0.1 0.000218 0.000022

STORY2 5 SISMOY Max 0.004679 0.6 0.000006 0.000147

STORY2 6 SX 1.3 -0.04252 0.00032 0.000023

STORY2 6 SY -0.004052 1 0.000003 0.000242

STORY2 6 SISMOX Max 0.8 0.1 0.000215 0.000023

STORY2 6 SISMOY Max 0.004359 0.6 0.000002 0.000154

STORY2 7 SX 1.3 -0.04294 0.000328 0.000021

STORY2 7 SY -0.001458 1 0.000003 0.000241

STORY2 7 SISMOX Max 0.9 0.1 0.000221 0.000022

STORY2 7 SISMOY Max 0.003062 0.6 0.000002 0.000154

STORY2 8 SX 1.3 -0.1 0.000332 0.00003

STORY2 8 SY 0.01077 1 0.000001 0.000228

STORY2 8 SISMOX Max 0.9 0.1 0.000226 0.000029

STORY2 8 SISMOY Max 0.005941 0.6 0.000001 0.000146

STORY2 9 SX 1.3 -0.03978 0.000331 0.000011

STORY2 9 SY 0.00000783 1 0.000002 0.000243

STORY2 9 SISMOX Max 0.9 0.1 0.000225 0.000015

STORY2 9 SISMOY Max 0.00127 0.6 0.000001 0.000155

STORY2 10 SX 1.3 -0.04034 0.000324 0.00002

STORY2 10 SY -0.0003642 1 0.000005 0.000241

STORY2 10 SISMOX Max 0.9 0.1 0.000219 0.000021

STORY2 10 SISMOY Max 0.002234 0.6 0.000003 0.000154

STORY2 11 SX 1.3 -0.0276 0.000325 0.000011

STORY2 11 SY 0.0006491 1 0.000003 0.000244

STORY2 11 SISMOX Max 0.9 0.04647 0.00022 0.000014

STORY2 11 SISMOY Max 0.0009519 0.6 0.000002 0.000156

STORY2 12 SX 1.3 -0.02143 0.000331 0.000011

STORY2 12 SY 0.003414 1 0.000001 0.000243

STORY2 12 SISMOX Max 0.9 0.04252 0.000226 0.000014

STORY2 12 SISMOY Max 0.001431 0.6 0.000001 0.000155

STORY2 13 SX 1.3 -0.01601 0.000334 0.000005

STORY2 13 SY -0.001303 1 0.000001 0.00024

STORY2 13 SISMOX Max 0.9 0.0326 0.000227 0.000008

STORY2 13 SISMOY Max 0.001865 0.6 0.000001 0.000153

STORY2 14 SX 1.3 -0.01037 0.000331 0.000001

STORY2 14 SY -0.005178 1 1.725E-07 0.000245

STORY2 14 SISMOX Max 0.9 0.02274 0.000225 0.000004

STORY2 14 SISMOY Max 0.004183 0.6 1.998E-07 0.000157

STORY2 15 SX 1.3 -0.004722 0.000333 0.000001

STORY2 15 SY -0.006098 1 0.000001 0.000246





TABLE: Joint Drifts


mm mm

STORY2 15 SISMOX Max 0.9 0.0193 0.000226 0.000004

STORY2 15 SISMOY Max 0.004643 0.6 0.000001 0.000157

STORY2 16 SX 1.3 0.003641 0.000324 0.000009

STORY2 16 SY -0.005243 1 1.887E-07 0.000244

STORY2 16 SISMOX Max 0.9 0.01194 0.000219 0.000005


STORY2 17 SX 1.3 0.009358 0.00033 0.000001

STORY2 17 SY 0.0003454 1 0.000002 0.000245

STORY2 17 SISMOX Max 0.9 0.01099 0.000225 0.000003

STORY2 17 SISMOY Max 0.000868 0.6 0.000001 0.000156

STORY2 18 SX 1.3 0.03528 0.00033 0.000008

STORY2 18 SY -0.003576 1 1.454E-07 0.000237

STORY2 18 SISMOX Max 0.9 0.02486 0.000225 0.000006


STORY2 19 SX 1.3 0.04738 0.000308 0.000009

STORY2 19 SY 0.002096 1 0.000004 0.000238

STORY2 19 SISMOX Max 0.9 0.03344 0.000207 0.000007

STORY2 19 SISMOY Max 0.0016 0.6 0.000003 0.000152

STORY2 20 SX 1.3 0.01753 0.000321 0.000034

STORY2 20 SY -0.00768 1 0.000001 0.000235

STORY2 20 SISMOX Max 0.8 0.01449 0.000216 0.000024

STORY2 20 SISMOY Max 0.006047 0.6 0.000001 0.00015

STORY2 21 SX 1.3 0.002829 0.000319 0.000013

STORY2 21 SY -0.007891 1 0.000003 0.000244

STORY2 21 SISMOX Max 0.9 0.01202 0.000215 0.000008

STORY2 21 SISMOY Max 0.00624 0.6 0.000002 0.000156

STORY2 22 SX 1.3 0.005034 0.000328 0.000011

STORY2 22 SY -0.01003 1 0.000003 0.000244

STORY2 22 SISMOX Max 0.9 0.01148 0.000221 0.000006

STORY2 22 SISMOY Max 0.007438 0.6 0.000002 0.000156

STORY2 23 SX 1.2 0.006325 0.000293 0.000011

STORY2 23 SY -0.00261 1 0.000001 0.000246

STORY2 23 SISMOX Max 0.8 0.01424 0.000194 0.000006

STORY2 23 SISMOY Max 0.005895 0.6 0.000001 0.000157

STORY2 24 SX 1.2 -0.0186 0.000296 0.000005

STORY2 24 SY -0.00847 1 0.000003 0.000236

STORY2 24 SISMOX Max 0.8 0.03423 0.000196 0.000009

STORY2 24 SISMOY Max 0.00781 0.6 0.000002 0.000151

STORY2 25 SX 1.2 -0.04523 0.000294 0.000021

STORY2 25 SY -0.01346 1 0.000006 0.000245

STORY2 25 SISMOX Max 0.8 0.1 0.000194 0.000021

STORY2 25 SISMOY Max 0.0102 0.6 0.000004 0.000156

STORY2 26 SX 1.2 -0.01836 0.000268 0.000005

STORY2 26 SY -0.01161 1 0.000003 0.000237

STORY2 26 SISMOX Max 0.8 0.03443 0.000174 0.000009

STORY2 26 SISMOY Max 0.0107 0.6 0.000002 0.000151





TABLE: Joint Drifts


mm mm

STORY2 27 SX 1.2 -0.1 0.000267 0.000029

STORY2 27 SY -0.02027 1 0.000004 0.000247

STORY2 27 SISMOX Max 0.8 0.1 0.000174 0.000026

STORY2 27 SISMOY Max 0.01504 0.6 0.000003 0.000158

STORY2 28 SX 1.2 0.0175 0.000267 0.000019

STORY2 28 SY -0.002857 1 0.000009 0.000248

STORY2 28 SISMOX Max 0.8 0.01356 0.000174 0.000011

STORY2 28 SISMOY Max 0.008218 0.6 0.000006 0.000158

STORY2 29 SX 1.2 0.01273 0.000283 0.000017

STORY2 29 SY -0.001715 1 0.000015 0.000248

STORY2 29 SISMOX Max 0.8 0.01336 0.000185 0.000009

STORY2 29 SISMOY Max 0.007168 0.6 0.00001 0.000158

STORY2 30 SX 1.2 0.01116 0.000287 0.000015

STORY2 30 SY -0.001564 1 0.000016 0.000248

STORY2 30 SISMOX Max 0.8 0.01344 0.000188 0.000009

STORY2 30 SISMOY Max 0.006789 0.6 0.00001 0.000158

STORY2 31 SX 1.2 0.01939 0.00028 0.000028

STORY2 31 SY 0.01185 1 0.000014 0.000225

STORY2 31 SISMOX Max 0.8 0.01578 0.000183 0.00002

STORY2 31 SISMOY Max 0.01031 0.6 0.000009 0.000143

STORY2 32 SX 1.3 0.0486 0.000321 0.000009

STORY2 32 SY -0.005187 1 0.000004 0.000238

STORY2 32 SISMOX Max 0.8 0.03428 0.000215 0.000007

STORY2 32 SISMOY Max 0.004533 0.6 0.000002 0.000152

STORY2 33 SX 1.3 0.04747 0.000308 0.000009

STORY2 33 SY 0.001844 1 0.000005 0.000238

STORY2 33 SISMOX Max 0.9 0.03349 0.000207 0.000007

STORY2 33 SISMOY Max 0.001595 0.6 0.000003 0.000152

STORY2 34 SX 1.3 -0.0483 0.000308 0.00001

STORY2 34 SY -0.00152 1 0.000005 0.000238

STORY2 34 SISMOX Max 0.9 0.03341 0.000207 0.000007

STORY2 34 SISMOY Max 0.001726 0.6 0.000003 0.000152

STORY2 35 SX 1.3 0.002197 0.00031 0.000008

STORY2 35 SY -0.005756 1 0.000002 0.000246

STORY2 35 SISMOX Max 0.8 0.01555 0.000208 0.000004

STORY2 35 SISMOY Max 0.005476 0.6 0.000002 0.000157

STORY2 36 SX 1.3 -0.006168 0.000312 0.000001

STORY2 36 SY -0.005614 1 0.000002 0.000244

STORY2 36 SISMOX Max 0.8 0.02358 0.000209 0.000005

STORY2 36 SISMOY Max 0.005429 0.6 0.000002 0.000156

STORY2 37 SX 1.3 0.005627 0.0003 0.000008

STORY2 37 SY -0.004643 1 0.000006 0.000246

STORY2 37 SISMOX Max 0.8 0.01441 0.0002 0.000004

STORY2 37 SISMOY Max 0.005493 0.6 0.000004 0.000157

STORY2 38 SX 1.3 -0.00341 0.000319 0.000007

STORY2 38 SY -0.003704 1 0.000001 0.000246





TABLE: Joint Drifts


mm mm

STORY2 38 SISMOX Max 0.9 0.01804 0.000215 0.000004

STORY2 38 SISMOY Max 0.003814 0.6 0.000001 0.000157

STORY2 39 SX 1.3 -0.009402 0.000318 0.000002

STORY2 39 SY -0.005375 1 0.000002 0.000243

STORY2 39 SISMOX Max 0.9 0.02532 0.000213 0.000004

STORY2 39 SISMOY Max 0.004941 0.6 0.000002 0.000155

STORY2 40 SX 1.3 -0.009895 0.000325 0.000001

STORY2 40 SY -0.004874 1 0.000002 0.000244

STORY2 40 SISMOX Max 0.9 0.02565 0.000219 0.000004

STORY2 40 SISMOY Max 0.004476 0.6 0.000001 0.000156

STORY2 41 SX 1.3 -0.01061 0.000327 0

STORY2 41 SY -0.003265 1 0.000001 0.000244

STORY2 41 SISMOX Max 0.9 0.02604 0.000221 0.000005

STORY2 41 SISMOY Max 0.003368 0.6 0.000001 0.000156

STORY2 42 SX 1.3 -0.0007584 0.000327 0.000005

STORY2 42 SY -0.003623 1 0.000001 0.000246

STORY2 42 SISMOX Max 0.9 0.01684 0.000221 0.000003

STORY2 42 SISMOY Max 0.00352 0.6 0.000001 0.000157

STORY2 43 SX 1.3 -0.004035 0.000332 0.000005

STORY2 43 SY -0.00552 1 0.000001 0.000246

STORY2 43 SISMOX Max 0.9 0.01865 0.000225 0.000003

STORY2 43 SISMOY Max 0.004366 0.6 0.000001 0.000157

STORY2 44 SX 1.3 -0.03019 0.000312 0.000012

STORY2 44 SY -0.006638 1 0.000004 0.000241

STORY2 44 SISMOX Max 0.8 0.0448 0.000209 0.000014

STORY2 44 SISMOY Max 0.005925 0.6 0.000003 0.000154

STORY2 45 SX 1.3 -0.02261 0.000327 0.000011

STORY2 45 SY -0.005902 1 0.000003 0.000241

STORY2 45 SISMOX Max 0.9 0.04014 0.000221 0.000013

STORY2 45 SISMOY Max 0.004844 0.6 0.000002 0.000154

STORY2 46 SX 1.3 -0.03347 0.000326 0.000014

STORY2 46 SY -0.002404 1 0.000004 0.000244

STORY2 46 SISMOX Max 0.9 0.1 0.00022 0.000016

STORY2 46 SISMOY Max 0.002957 0.6 0.000003 0.000156

STORY2 47 SX 1.3 -0.02851 0.000324 0.000014

STORY2 47 SY -0.001196 1 0.000005 0.000244

STORY2 47 SISMOX Max 0.9 0.04732 0.000219 0.000016

STORY2 47 SISMOY Max 0.002001 0.6 0.000003 0.000156

STORY2 48 SX 1.3 -0.044 0.0003 0.000018

STORY2 48 SY -0.008101 1 0.000002 0.000244

STORY2 48 SISMOX Max 0.8 0.1 0.0002 0.000019

STORY2 48 SISMOY Max 0.007154 0.6 0.000001 0.000156

STORY2 49 SX 1.3 -0.0331 0.000319 0.000017

STORY2 49 SY -0.005309 1 0.000004 0.000244

STORY2 49 SISMOX Max 0.9 0.1 0.000215 0.000018

STORY2 49 SISMOY Max 0.004703 0.6 0.000003 0.000156





TABLE: Joint Drifts


mm mm

STORY2 50 SX 1.2 -0.04837 0.000294 0.000022

STORY2 50 SY -0.01533 1 0.000014 0.000245

STORY2 50 SISMOX Max 0.8 0.1 0.000194 0.000021

STORY2 50 SISMOY Max 0.01116 0.6 0.000009 0.000157

STORY2 51 SX 1.3 -0.04232 0.000294 0.000021

STORY2 51 SY -0.01105 1 0.000001 0.000245

STORY2 51 SISMOX Max 0.8 0.1 0.000195 0.000021

STORY2 51 SISMOY Max 0.008913 0.6 0.000001 0.000156

STORY2 52 SX 1.2 -0.1 0.000285 0.000027

STORY2 52 SY -0.01746 1 0.000019 0.000247

STORY2 52 SISMOX Max 0.8 0.1 0.000187 0.000025

STORY2 52 SISMOY Max 0.01257 0.6 0.000012 0.000158

STORY2 53 SX 1.2 0.009836 0.000293 0.000012

STORY2 53 SY -0.001765 1 0.00001 0.000247

STORY2 53 SISMOX Max 0.8 0.01358 0.000193 0.000006

STORY2 53 SISMOY Max 0.006169 0.6 0.000006 0.000158

STORY2 54 SX 1.3 0.003432 0.000294 0.000011

STORY2 54 SY -0.003596 1 0.000005 0.000247

STORY2 54 SISMOX Max 0.8 0.01507 0.000195 0.000006

STORY2 54 SISMOY Max 0.005717 0.6 0.000004 0.000157

STORY2 55 SX 1.3 -0.04051 0.000311 0.000018

STORY2 55 SY -0.006289 1 0.000003 0.000243

STORY2 55 SISMOX Max 0.8 0.1 0.000208 0.000019

STORY2 55 SISMOY Max 0.005805 0.6 0.000002 0.000155

STORY2 56 SX 1.2 -0.04885 0.000289 0.000025

STORY2 56 SY -0.01675 1 0.000021 0.000246

STORY2 56 SISMOX Max 0.8 0.1 0.00019 0.000024

STORY2 56 SISMOY Max 0.01202 0.6 0.000013 0.000157

STORY2 57 SX 1.3 -0.0147 0.000326 0.000002

STORY2 57 SY -0.004556 1 0.000002 0.000241

STORY2 57 SISMOX Max 0.9 0.03093 0.00022 0.000007

STORY2 57 SISMOY Max 0.004129 0.6 0.000001 0.000154

STORY2 58 SX 1.3 -0.01882 0.000326 0.000007

STORY2 58 SY -0.004284 1 0.000002 0.00024

STORY2 58 SISMOX Max 0.9 0.03517 0.00022 0.00001

STORY2 58 SISMOY Max 0.003987 0.6 0.000002 0.000153

STORY2 59 SX 1.3 0.1 0.000324 0.000019

STORY2 59 SY 0.005372 1 0.000009 0.00023

STORY2 59 SISMOX Max 0.8 0.1 0.000218 0.000023

STORY2 59 SISMOY Max 0.004457 0.6 0.000006 0.000147

STORY2 60 SX 1.3 0.1 0.000332 0.00003

STORY2 60 SY -0.01026 1 0.000001 0.000228

STORY2 60 SISMOX Max 0.9 0.1 0.000226 0.00003

STORY2 60 SISMOY Max 0.006533 0.6 0.000001 0.000145

STORY2 61 SX 1.2 0.1 0.000281 0.000036

STORY2 61 SY 0.03092 1 0.000018 0.000224





TABLE: Joint Drifts


mm mm

STORY2 61 SISMOX Max 0.8 0.1 0.000184 0.000033

STORY2 61 SISMOY Max 0.02009 0.6 0.000011 0.000143

STORY2 62 SX 1.3 0.1 0.000322 0.000043

STORY2 62 SY 0.004484 1 0.000006 0.000232

STORY2 62 SISMOX Max 0.8 0.1 0.000216 0.000038

STORY2 62 SISMOY Max 0.004091 0.6 0.000004 0.000148

STORY2 63 SX 1.3 0.04312 0.000319 0.000024

STORY2 63 SY 0.004537 1 0.000003 0.000242

STORY2 63 SISMOX Max 0.8 0.1 0.000214 0.000024

STORY2 63 SISMOY Max 0.004136 0.6 0.000002 0.000154

STORY2 64 SX 1.3 0.04352 0.000328 0.000022

STORY2 64 SY 0.001971 1 0.000004 0.000241

STORY2 64 SISMOX Max 0.9 0.1 0.000221 0.000022

STORY2 64 SISMOY Max 0.002868 0.6 0.000002 0.000154

STORY2 65 SX 1.3 0.04446 0.0003 0.000018

STORY2 65 SY 0.00851 1 0.000002 0.000244

STORY2 65 SISMOX Max 0.8 0.1 0.000199 0.000019

STORY2 65 SISMOY Max 0.006985 0.6 0.000001 0.000155

STORY2 66 SX 1.3 0.03352 0.000319 0.000017

STORY2 66 SY 0.005776 1 0.000004 0.000243

STORY2 66 SISMOX Max 0.9 0.1 0.000215 0.000019

STORY2 66 SISMOY Max 0.004409 0.6 0.000003 0.000155

STORY2 67 SX 1.2 0.04887 0.000294 0.000022

STORY2 67 SY 0.01573 1 0.000015 0.000245

STORY2 67 SISMOX Max 0.8 0.1 0.000194 0.000022

STORY2 67 SISMOY Max 0.01113 0.6 0.000009 0.000156

STORY2 68 SX 1.3 0.04282 0.000294 0.000021

STORY2 68 SY 0.01143 1 4.209E-07 0.000244

STORY2 68 SISMOX Max 0.8 0.1 0.000195 0.000021

STORY2 68 SISMOY Max 0.008786 0.6 0.000001 0.000156

STORY2 69 SX 1.3 0.02795 0.000325 0.000011

STORY2 69 SY -0.0001762 1 0.000003 0.000243

STORY2 69 SISMOX Max 0.9 0.04767 0.00022 0.000014

STORY2 69 SISMOY Max 0.0008234 0.6 0.000002 0.000155

STORY2 70 SX 1.3 0.02177 0.000331 0.000011

STORY2 70 SY -0.002916 1 0.000001 0.000243

STORY2 70 SISMOX Max 0.9 0.04372 0.000226 0.000014

STORY2 70 SISMOY Max 0.00199 0.6 0.000001 0.000155

STORY2 71 SX 1.3 0.03385 0.000326 0.000014

STORY2 71 SY 0.002892 1 0.000004 0.000244

STORY2 71 SISMOX Max 0.9 0.1 0.00022 0.000017

STORY2 71 SISMOY Max 0.002661 0.6 0.000003 0.000156

STORY2 72 SX 1.3 0.02888 0.000324 0.000014

STORY2 72 SY 0.001664 1 0.000005 0.000243

STORY2 72 SISMOX Max 0.9 0.04854 0.000219 0.000016

STORY2 72 SISMOY Max 0.001666 0.6 0.000003 0.000155





TABLE: Joint Drifts


mm mm

STORY2 73 SX 1.3 0.03042 0.000312 0.000012

STORY2 73 SY 0.007078 1 0.000004 0.00024

STORY2 73 SISMOX Max 0.8 0.0459 0.000209 0.000014

STORY2 73 SISMOY Max 0.005722 0.6 0.000003 0.000153

STORY2 74 SX 1.3 0.02282 0.000327 0.000011

STORY2 74 SY 0.00638 1 0.000003 0.00024

STORY2 74 SISMOX Max 0.9 0.04125 0.000221 0.000014

STORY2 74 SISMOY Max 0.004479 0.6 0.000002 0.000153

STORY2 75 SX 1.3 0.04025 0.000331 0.000011

STORY2 75 SY 0.0004853 1 0.000002 0.000243

STORY2 75 SISMOX Max 0.9 0.1 0.000225 0.000015

STORY2 75 SISMOY Max 0.0008281 0.6 0.000001 0.000155

STORY2 76 SX 1.2 0.1 0.000284 0.000027

STORY2 76 SY 0.01783 1 0.000019 0.000247

STORY2 76 SISMOX Max 0.8 0.1 0.000186 0.000025

STORY2 76 SISMOY Max 0.01262 0.6 0.000012 0.000157

STORY2 77 SX 1.3 0.01602 0.000334 0.000005

STORY2 77 SY 0.001796 1 0.000001 0.00024

STORY2 77 SISMOX Max 0.9 0.03359 0.000227 0.000009


STORY2 78 SX 1.3 0.04095 0.000311 0.000018

STORY2 78 SY 0.006739 1 0.000003 0.000243

STORY2 78 SISMOX Max 0.8 0.1 0.000208 0.000019

STORY2 78 SISMOY Max 0.005607 0.6 0.000002 0.000155

STORY2 79 SX 1.2 0.04573 0.000294 0.000021

STORY2 79 SY 0.01384 1 0.000006 0.000244

STORY2 79 SISMOX Max 0.8 0.1 0.000194 0.000021

STORY2 79 SISMOY Max 0.01012 0.6 0.000004 0.000156

STORY2 80 SX 1.2 0.01863 0.000296 0.000005

STORY2 80 SY 0.008823 1 0.000003 0.000236

STORY2 80 SISMOX Max 0.8 0.03523 0.000196 0.000009

STORY2 80 SISMOY Max 0.007687 0.6 0.000002 0.00015

STORY2 81 SX 1.2 0.1 0.000267 0.000029

STORY2 81 SY 0.02052 1 0.000004 0.000247

STORY2 81 SISMOX Max 0.8 0.1 0.000174 0.000026

STORY2 81 SISMOY Max 0.01511 0.6 0.000003 0.000157

STORY2 82 SX 1.2 -0.01818 0.000267 0.000019

STORY2 82 SY 0.003148 1 0.000009 0.000248

STORY2 82 SISMOX Max 0.8 0.01408 0.000174 0.000011

STORY2 82 SISMOY Max 0.008008 0.6 0.000006 0.000158

STORY2 85 SX 1.3 -0.04943 0.00032 0.00001

STORY2 85 SY 0.005455 1 0.000004 0.000238

STORY2 85 SISMOX Max 0.8 0.03419 0.000215 0.000007

STORY2 85 SISMOY Max 0.004183 0.6 0.000002 0.000151

STORY2 86 SX 1.3 -0.04821 0.000308 0.000009

STORY2 86 SY -0.001752 1 0.000004 0.000238





TABLE: Joint Drifts


mm mm

STORY2 86 SISMOX Max 0.9 0.03336 0.000207 0.000007

STORY2 86 SISMOY Max 0.001772 0.6 0.000003 0.000152

STORY2 87 SX 1.3 -0.03616 0.00033 0.000008

STORY2 87 SY 0.004098 1 0 0.000236

STORY2 87 SISMOX Max 0.9 0.02482 0.000224 0.000006


STORY2 88 SX 1.2 -0.02035 0.000279 0.000028

STORY2 88 SY -0.01173 1 0.000014 0.000225

STORY2 88 SISMOX Max 0.8 0.01597 0.000182 0.000019

STORY2 88 SISMOY Max 0.01014 0.6 0.000009 0.000143

STORY2 89 SX 1.3 -0.01861 0.000321 0.000035

STORY2 89 SY 0.007999 1 0.000001 0.000235

STORY2 89 SISMOX Max 0.8 0.01477 0.000216 0.000024

STORY2 89 SISMOY Max 0.005713 0.6 0.000001 0.000149

STORY2 90 SX 1.3 -0.003463 0.000319 0.000013

STORY2 90 SY 0.008326 1 0.000003 0.000244

STORY2 90 SISMOX Max 0.9 0.01266 0.000214 0.000008

STORY2 90 SISMOY Max 0.00597 0.6 0.000002 0.000155

STORY2 91 SX 1.3 -0.005633 0.000328 0.000011

STORY2 91 SY 0.01047 1 0.000003 0.000244

STORY2 91 SISMOX Max 0.9 0.01212 0.000221 0.000006

STORY2 91 SISMOY Max 0.007119 0.6 0.000002 0.000155

STORY2 92 SX 1.3 -0.004193 0.000324 0.000009

STORY2 92 SY 0.005692 1 3.397E-08 0.000244

STORY2 92 SISMOX Max 0.9 0.0126 0.000219 0.000005


STORY2 93 SX 1.3 -0.009807 0.00033 0.000001

STORY2 93 SY 0.0001826 1 0.000002 0.000245

STORY2 93 SISMOX Max 0.9 0.01161 0.000225 0.000003

STORY2 93 SISMOY Max 0.0007325 0.6 0.000001 0.000156

STORY2 94 SX 1.2 -0.01336 0.000282 0.000017

STORY2 94 SY 0.001737 1 0.000015 0.000248

STORY2 94 SISMOX Max 0.8 0.01396 0.000185 0.000009

STORY2 94 SISMOY Max 0.006938 0.6 0.00001 0.000158

STORY2 95 SX 1.2 -0.01176 0.000287 0.000015

STORY2 95 SY 0.001593 1 0.000016 0.000248

STORY2 95 SISMOX Max 0.8 0.01407 0.000188 0.000009

STORY2 95 SISMOY Max 0.006564 0.6 0.00001 0.000158

STORY2 96 SX 1.2 -0.01038 0.000292 0.000012

STORY2 96 SY 0.001928 1 0.00001 0.000247

STORY2 96 SISMOX Max 0.8 0.01423 0.000193 0.000006

STORY2 96 SISMOY Max 0.005965 0.6 0.000006 0.000157

STORY2 97 SX 1.3 -0.003945 0.000294 0.000011

STORY2 97 SY 0.004032 1 0.000005 0.000246

STORY2 97 SISMOX Max 0.8 0.01577 0.000195 0.000006

STORY2 97 SISMOY Max 0.005568 0.6 0.000004 0.000157





TABLE: Joint Drifts


mm mm

STORY2 98 SX 1.3 -0.006095 0.0003 0.000008

STORY2 98 SY 0.005121 1 0.000006 0.000246

STORY2 98 SISMOX Max 0.8 0.01511 0.0002 0.000004

STORY2 98 SISMOY Max 0.005346 0.6 0.000004 0.000157

STORY2 99 SX 1.3 0.002985 0.000319 0.000008

STORY2 99 SY 0.004158 1 0.000001 0.000245

STORY2 99 SISMOX Max 0.9 0.01878 0.000215 0.000004

STORY2 99 SISMOY Max 0.003532 0.6 0.000001 0.000156

STORY2 100 SX 1.3 0.0003592 0.000327 0.000005

STORY2 100 SY 0.004088 1 0.000001 0.000246

STORY2 100 SISMOX Max 0.9 0.01759 0.000221 0.000004

STORY2 100 SISMOY Max 0.003177 0.6 0.000001 0.000157

STORY2 101 SX 1.3 0.003654 0.000332 0.000005

STORY2 101 SY 0.006027 1 0.000002 0.000246

STORY2 101 SISMOX Max 0.9 0.01941 0.000225 0.000003

STORY2 101 SISMOY Max 0.003944 0.6 0.000001 0.000157

STORY2 102 SX 1.3 0.004379 0.000333 0.000001

STORY2 102 SY 0.006624 1 0.000001 0.000246

STORY2 102 SISMOX Max 0.9 0.02007 0.000226 0.000004

STORY2 102 SISMOY Max 0.004143 0.6 0.000001 0.000157

STORY2 103 SX 1.3 0.01004 0.000331 0.000001

STORY2 103 SY 0.005681 1 2.244E-08 0.000245

STORY2 103 SISMOX Max 0.9 0.02351 0.000225 0.000004


STORY2 104 SX 1.3 0.005967 0.000312 0.000001

STORY2 104 SY 0.006034 1 0.000002 0.000244

STORY2 104 SISMOX Max 0.8 0.02445 0.000208 0.000005

STORY2 104 SISMOY Max 0.00522 0.6 0.000002 0.000155

STORY2 105 SX 1.3 0.009201 0.000318 0.000002

STORY2 105 SY 0.005821 1 0.000002 0.000243

STORY2 105 SISMOX Max 0.8 0.02618 0.000213 0.000004

STORY2 105 SISMOY Max 0.004686 0.6 0.000002 0.000155

STORY2 106 SX 1.3 0.009701 0.000325 0.000001

STORY2 106 SY 0.005316 1 0.000002 0.000244

STORY2 106 SISMOX Max 0.9 0.02651 0.000218 0.000005

STORY2 106 SISMOY Max 0.004173 0.6 0.000001 0.000155

STORY2 107 SX 1.3 0.01042 0.000327 4.086E-08

STORY2 107 SY 0.003733 1 0.000001 0.000244

STORY2 107 SISMOX Max 0.9 0.02691 0.000221 0.000005

STORY2 107 SISMOY Max 0.003035 0.6 0.000001 0.000156

STORY2 108 SX 1.3 -0.002645 0.00031 0.000008

STORY2 108 SY 0.006173 1 0.000002 0.000245

STORY2 108 SISMOX Max 0.8 0.01629 0.000208 0.000004

STORY2 108 SISMOY Max 0.005264 0.6 0.000002 0.000156

STORY2 109 SX 1.2 -0.006852 0.000293 0.000011

STORY2 109 SY 0.002927 1 0.000001 0.000246





TABLE: Joint Drifts


mm mm

STORY2 109 SISMOX Max 0.8 0.01492 0.000194 0.000006

STORY2 109 SISMOY Max 0.005718 0.6 0.000001 0.000157

STORY2 110 SX 1.2 0.01836 0.000267 0.000005

STORY2 110 SY 0.01188 1 0.000003 0.000237

STORY2 110 SISMOX Max 0.8 0.03542 0.000174 0.000009

STORY2 110 SISMOY Max 0.01068 0.6 0.000002 0.000151

STORY2 111 SX 1.3 0.04089 0.000324 0.00002

STORY2 111 SY 0.0008512 1 0.000005 0.000241

STORY2 111 SISMOX Max 0.9 0.1 0.000219 0.000021

STORY2 111 SISMOY Max 0.002075 0.6 0.000003 0.000153

STORY2 112 SX 1.2 0.04938 0.000289 0.000025

STORY2 112 SY 0.01714 1 0.000021 0.000246

STORY2 112 SISMOX Max 0.8 0.1 0.00019 0.000024

STORY2 112 SISMOY Max 0.01204 0.6 0.000013 0.000157

STORY2 113 SX 1.3 0.01463 0.000326 0.000002

STORY2 113 SY 0.005025 1 0.000002 0.00024

STORY2 113 SISMOX Max 0.9 0.03188 0.00022 0.000007

STORY2 113 SISMOY Max 0.003794 0.6 0.000001 0.000153

STORY2 114 SX 1.3 0.01891 0.000326 0.000007

STORY2 114 SY 0.004756 1 0.000002 0.00024

STORY2 114 SISMOX Max 0.9 0.0362 0.00022 0.00001

STORY2 114 SISMOY Max 0.003656 0.6 0.000001 0.000153

STORY2 115 SX 1.3 0.03872 0.00033 0.000006

STORY2 115 SY 0.001418 1 0.000008 0.000231

STORY2 115 SISMOX Max 0.9 0.02852 0.000226 0.000006

STORY2 115 SISMOY Max 0.006968 0.6 0.000004 0.000148

STORY2 116 SX 1.3 0.01608 0.000334 0.000017

STORY2 116 SY -0.01218 1 4.448E-07 0.000229

STORY2 116 SISMOX Max 0.9 0.02908 0.000229 0.000009

STORY2 116 SISMOY Max 0.009456 0.6 0.000001 0.000146

STORY2 117 SX 1.3 0.03638 0.000291 0.000024

STORY2 117 SY 0.02395 1 0.000016 0.000224

STORY2 117 SISMOX Max 0.9 0.02675 0.000198 0.000014

STORY2 117 SISMOY Max 0.01628 0.6 0.00001 0.000144

STORY2 118 SX 1.3 0.01571 0.000328 0.000031

STORY2 118 SY 0.0005211 1 0.000005 0.000233

STORY2 118 SISMOX Max 0.9 0.02621 0.000225 0.000019

STORY2 118 SISMOY Max 0.007134 0.6 0.000003 0.000149

STORY2 119 SX 1.3 -0.00008866 0.000325 0.000013

STORY2 119 SY 0.0005742 1 0.000002 0.000242

STORY2 119 SISMOX Max 0.9 0.02991 0.000223 0.000007

STORY2 119 SISMOY Max 0.007132 0.6 0.000002 0.000155

STORY2 120 SX 1.3 0.000673 0.000334 0.000011

STORY2 120 SY -0.001526 1 0.000002 0.000241

STORY2 120 SISMOX Max 0.9 0.02961 0.000229 0.000006

STORY2 120 SISMOY Max 0.00687 0.6 0.000002 0.000154





TABLE: Joint Drifts


mm mm

STORY2 121 SX 1.3 0.005678 0.000307 0.000008

STORY2 121 SY 0.003435 1 0.000003 0.000244

STORY2 121 SISMOX Max 0.9 0.02531 0.000211 0.000005

STORY2 121 SISMOY Max 0.008886 0.6 0.000003 0.000156

STORY2 122 SX 1.3 -0.004973 0.000324 0.000007

STORY2 122 SY 0.00222 1 0.000003 0.000244

STORY2 122 SISMOX Max 0.9 0.03047 0.000222 0.000005

STORY2 122 SISMOY Max 0.006256 0.6 0.000002 0.000156

STORY2 123 SX 1.3 0.0095 0.000303 0.000012

STORY2 123 SY 0.009552 1 0.000013 0.000245

STORY2 123 SISMOX Max 0.9 0.02389 0.000207 0.000007

STORY2 123 SISMOY Max 0.01115 0.6 0.000008 0.000157

STORY2 124 SX 1.3 0.003455 0.000303 0.000011

STORY2 124 SY 0.005853 1 0.000002 0.000245

STORY2 124 SISMOX Max 0.9 0.02612 0.000207 0.000006

STORY2 124 SISMOY Max 0.009753 0.6 0.000003 0.000156

STORY2 125 SX 1.3 -0.009823 0.000328 0.000001

STORY2 125 SY -0.002937 1 0.000002 0.000244

STORY2 125 SISMOX Max 0.9 0.03374 0.000224 0.000007

STORY2 125 SISMOY Max 0.005131 0.6 0.000001 0.000156

STORY2 126 SX 1.3 -0.01603 0.000333 0.000001

STORY2 126 SY -0.004643 1 1.356E-08 0.000243

STORY2 126 SISMOX Max 0.9 0.03752 0.000228 0.000006

STORY2 126 SISMOY Max 0.005029 0.6 0.000001 0.000155

STORY2 127 SX 1.3 -0.004182 0.000331 0.000004

STORY2 127 SY -0.0001499 1 0.000003 0.000245

STORY2 127 SISMOX Max 0.9 0.03032 0.000226 0.000005

STORY2 127 SISMOY Max 0.005734 0.6 0.000002 0.000156

STORY2 128 SX 1.3 -0.009262 0.000327 0.000004

STORY2 128 SY -0.001574 1 0.000004 0.000244

STORY2 128 SISMOX Max 0.9 0.03325 0.000224 0.000005

STORY2 128 SISMOY Max 0.005477 0.6 0.000002 0.000156

STORY2 129 SX 1.3 -0.003188 0.000319 0.000003

STORY2 129 SY 0.002579 1 0.000002 0.000241

STORY2 129 SISMOX Max 0.9 0.02716 0.000218 0.000005

STORY2 129 SISMOY Max 0.007908 0.6 0.000002 0.000154

STORY2 130 SX 1.3 -0.01051 0.000332 0.000003

STORY2 130 SY 0.003486 1 0.000002 0.000241

STORY2 130 SISMOX Max 0.9 0.03123 0.000227 0.000005

STORY2 130 SISMOY Max 0.005283 0.6 0.000001 0.000154

STORY2 131 SX 1.3 -0.001313 0.000333 2.421E-07

STORY2 131 SY -0.001366 1 0.000003 0.000243

STORY2 131 SISMOX Max 0.9 0.0316 0.000228 0.000007

STORY2 131 SISMOY Max 0.003364 0.6 0.000002 0.000155

STORY2 132 SX 1.2 0.01133 0.000295 0.000017

STORY2 132 SY 0.01096 1 0.000017 0.000247





TABLE: Joint Drifts


mm mm

STORY2 132 SISMOX Max 0.8 0.02335 0.000201 0.000009

STORY2 132 SISMOY Max 0.01253 0.6 0.000011 0.000158

STORY2 133 SX 1.3 -0.01173 0.000336 0.000003

STORY2 133 SY 0.0003505 1 8.484E-08 0.00024

STORY2 133 SISMOX Max 0.9 0.02985 0.00023 0.000007

STORY2 133 SISMOY Max 0.002795 0.6 0.000001 0.000153

STORY2 134 SX 1.3 0.002296 0.000317 0.000008

STORY2 134 SY 0.002191 1 0.000001 0.000243

STORY2 134 SISMOX Max 0.9 0.02678 0.000218 0.000005

STORY2 134 SISMOY Max 0.00798 0.6 0.000002 0.000156

STORY2 135 SX 1.3 0.006311 0.000303 0.000011

STORY2 135 SY 0.007954 1 0.000004 0.000245

STORY2 135 SISMOX Max 0.9 0.02497 0.000207 0.000006

STORY2 135 SISMOY Max 0.01045 0.6 0.000003 0.000156

STORY2 136 SX 1.3 -0.01139 0.000305 0.000002

STORY2 136 SY 0.002989 1 0.000001 0.000236

STORY2 136 SISMOX Max 0.9 0.02944 0.000209 0.000007

STORY2 136 SISMOY Max 0.01043 0.6 0.000002 0.00015

STORY2 137 SX 1.2 0.01527 0.000279 0.000019

STORY2 137 SY 0.01305 1 0.000006 0.000247

STORY2 137 SISMOX Max 0.8 0.02239 0.000191 0.00001

STORY2 137 SISMOY Max 0.01399 0.6 0.000005 0.000158

STORY2 138 SX 1.2 -0.03773 0.000279 0.000024

STORY2 138 SY -0.004304 1 0.000007 0.000248

STORY2 138 SISMOX Max 0.8 0.04286 0.00019 0.00002

STORY2 138 SISMOY Max 0.01535 0.6 0.000005 0.000158

STORY2 141 SX 1.3 -0.1 0.000331 0.000009

STORY2 141 SY 0.002474 1 0.000006 0.000236

STORY2 141 SISMOX Max 0.9 0.04909 0.000227 0.000009

STORY2 141 SISMOY Max 0.006833 0.6 0.000005 0.00015

STORY2 142 SX 1.3 -0.1 0.000319 0.00001

STORY2 142 SY -0.002467 1 0.000007 0.000236

STORY2 142 SISMOX Max 0.9 0.04599 0.000218 0.000009

STORY2 142 SISMOY Max 0.007197 0.6 0.000005 0.00015

STORY2 143 SX 1.3 -0.02885 0.000332 0.000012

STORY2 143 SY 0.003658 1 3.375E-07 0.000236

STORY2 143 SISMOX Max 0.9 0.02851 0.000227 0.000011

STORY2 143 SISMOY Max 0.002039 0.6 0.000001 0.00015

STORY2 144 SX 1.3 -0.1 0.000291 0.000028

STORY2 144 SY -0.01929 1 0.000016 0.000225

STORY2 144 SISMOX Max 0.9 0.1 0.000199 0.000023

STORY2 144 SISMOY Max 0.02043 0.6 0.000011 0.000143

STORY2 145 SX 1.3 -0.03293 0.000331 0.000036

STORY2 145 SY 0.004354 1 0.000003 0.000234

STORY2 145 SISMOX Max 0.9 0.03807 0.000227 0.000029

STORY2 145 SISMOY Max 0.006829 0.6 0.000003 0.000149





TABLE: Joint Drifts


mm mm

STORY2 146 SX 1.3 -0.02026 0.000327 0.000017

STORY2 146 SY 0.0041 1 0.000001 0.000244

STORY2 146 SISMOX Max 0.9 0.0289 0.000224 0.000015

STORY2 146 SISMOY Max 0.006834 0.6 0.000002 0.000155

STORY2 147 SX 1.3 -0.02087 0.000336 0.000015

STORY2 147 SY 0.006596 1 0.000001 0.000244

STORY2 147 SISMOX Max 0.9 0.0291 0.000231 0.000014

STORY2 147 SISMOY Max 0.006484 0.6 0.000002 0.000155

STORY2 148 SX 1.3 -0.01843 0.00033 0.000013

STORY2 148 SY 0.003472 1 0.000001 0.000244

STORY2 148 SISMOX Max 0.9 0.02695 0.000226 0.000012

STORY2 148 SISMOY Max 0.005175 0.6 0.000002 0.000155

STORY2 149 SX 1.3 -0.0194 0.000332 0.000006

STORY2 149 SY -0.0003429 1 0.000001 0.000245

STORY2 149 SISMOX Max 0.9 0.02693 0.000227 0.000008

STORY2 149 SISMOY Max 0.002583 0.6 0.000001 0.000156

STORY2 150 SX 1.2 -0.03351 0.000295 0.000021

STORY2 150 SY -0.005608 1 0.000017 0.000248

STORY2 150 SISMOX Max 0.8 0.04003 0.000202 0.000019

STORY2 150 SISMOY Max 0.01442 0.6 0.000012 0.000158

STORY2 151 SX 1.2 -0.03207 0.000299 0.00002

STORY2 151 SY -0.005517 1 0.000018 0.000247

STORY2 151 SISMOX Max 0.8 0.0391 0.000205 0.000018

STORY2 151 SISMOY Max 0.0139 0.6 0.000013 0.000158

STORY2 152 SX 1.3 -0.03175 0.000303 0.000016

STORY2 152 SY -0.004535 1 0.000012 0.000247

STORY2 152 SISMOX Max 0.9 0.03893 0.000208 0.000015

STORY2 152 SISMOY Max 0.01272 0.6 0.000009 0.000157

STORY2 153 SX 1.3 -0.02529 0.000302 0.000016

STORY2 153 SY -0.001389 1 0.000004 0.000246

STORY2 153 SISMOX Max 0.9 0.03457 0.000207 0.000015

STORY2 153 SISMOY Max 0.01064 0.6 0.000003 0.000157

STORY2 154 SX 1.3 -0.02766 0.000307 0.000013

STORY2 154 SY 0.0002369 1 0.000005 0.000246

STORY2 154 SISMOX Max 0.9 0.03591 0.00021 0.000013

STORY2 154 SISMOY Max 0.009331 0.6 0.000003 0.000157

STORY2 155 SX 1.3 -0.01636 0.000325 0.000013

STORY2 155 SY 0.001188 1 1.061E-07 0.000246

STORY2 155 SISMOX Max 0.9 0.02818 0.000223 0.000013

STORY2 155 SISMOY Max 0.006212 0.6 0.000002 0.000157

STORY2 156 SX 1.3 -0.01789 0.000332 0.00001

STORY2 156 SY 0.001596 1 9.017E-08 0.000246

STORY2 156 SISMOX Max 0.9 0.02901 0.000228 0.000011

STORY2 156 SISMOY Max 0.00523 0.6 0.000001 0.000157

STORY2 157 SX 1.3 -0.01404 0.000336 0.00001

STORY2 157 SY 0.004256 1 0.000001 0.000246





TABLE: Joint Drifts


mm mm

STORY2 157 SISMOX Max 0.9 0.02635 0.00023 0.000011

STORY2 157 SISMOY Max 0.004175 0.6 0.000001 0.000157

STORY2 158 SX 1.3 -0.01248 0.000336 0.000006

STORY2 158 SY 0.005476 1 3.088E-07 0.000246

STORY2 158 SISMOX Max 0.9 0.02502 0.00023 0.000008

STORY2 158 SISMOY Max 0.003784 0.6 0.000001 0.000157

STORY2 159 SX 1.3 -0.006331 0.000332 0.000006

STORY2 159 SY 0.004724 1 0.000001 0.000245

STORY2 159 SISMOX Max 0.9 0.02119 0.000228 0.000008

STORY2 159 SISMOY Max 0.003062 0.6 0.000001 0.000157

STORY2 160 SX 1.3 -0.01904 0.000319 0.000007

STORY2 160 SY 0.001568 1 0.000001 0.000244

STORY2 160 SISMOX Max 0.9 0.03219 0.000219 0.000009

STORY2 160 SISMOY Max 0.008012 0.6 0.000002 0.000156

STORY2 161 SX 1.3 -0.01531 0.000324 0.000008

STORY2 161 SY 0.002065 1 0.000001 0.000243

STORY2 161 SISMOX Max 0.9 0.02983 0.000222 0.00001

STORY2 161 SISMOY Max 0.006918 0.6 0.000002 0.000155

STORY2 162 SX 1.3 -0.01437 0.000331 0.000008

STORY2 162 SY 0.001974 1 2.657E-07 0.000244

STORY2 162 SISMOX Max 0.9 0.0292 0.000227 0.00001

STORY2 162 SISMOY Max 0.006171 0.6 0.000002 0.000156

STORY2 163 SX 1.3 -0.01335 0.000332 0.000006

STORY2 163 SY 0.001117 1 4.854E-08 0.000244

STORY2 163 SISMOX Max 0.9 0.02859 0.000228 0.000009

STORY2 163 SISMOY Max 0.005332 0.6 0.000001 0.000156

STORY2 164 SX 1.3 -0.02391 0.000318 0.000012

STORY2 164 SY 0.001676 1 0.000001 0.000245

STORY2 164 SISMOX Max 0.9 0.03331 0.000218 0.000013

STORY2 164 SISMOY Max 0.008042 0.6 0.000002 0.000157

STORY2 165 SX 1.3 -0.02835 0.000303 0.000016

STORY2 165 SY -0.002994 1 0.000003 0.000246

STORY2 165 SISMOX Max 0.9 0.03667 0.000207 0.000015

STORY2 165 SISMOY Max 0.01168 0.6 0.000004 0.000157

STORY2 166 SX 1.2 -0.01184 0.000279 0.000002

STORY2 166 SY 0.004438 1 0.000001 0.000237

STORY2 166 SISMOX Max 0.8 0.02993 0.000191 0.000007

STORY2 166 SISMOY Max 0.01353 0.6 0.000003 0.000151

STORY2 169 SX 1.3 -0.001457 0.000328 0.000009

STORY2 169 SY -0.002318 1 0.000004 0.000241

STORY2 169 SISMOX Max 0.9 0.03077 0.000225 0.000006

STORY2 169 SISMOY Max 0.006489 0.6 0.000002 0.000154

STORY2 170 SX 1.2 0.009957 0.000299 0.000016

STORY2 170 SY 0.01051 1 0.000019 0.000246

STORY2 170 SISMOX Max 0.8 0.02374 0.000204 0.000008

STORY2 170 SISMOY Max 0.01205 0.6 0.000011 0.000157





TABLE: Joint Drifts


mm mm

STORY2 171 SX 1.3 -0.01245 0.000331 0.000005

STORY2 171 SY 0.002141 1 0.000001 0.000241

STORY2 171 SISMOX Max 0.9 0.02994 0.000227 0.000008

STORY2 171 SISMOY Max 0.005521 0.6 0.000001 0.000154

STORY2 172 SX 1.3 -0.01117 0.000331 2.884E-07

STORY2 172 SY 0.001833 1 0.000001 0.00024

STORY2 172 SISMOX Max 0.9 0.02978 0.000227 0.000006

STORY2 172 SISMOY Max 0.005558 0.6 0.000001 0.000153

STORY2 173 SX 1.3 -0.03819 0.00033 0.000005

STORY2 173 SY -0.001144 1 0.000007 0.000231

STORY2 173 SISMOX Max 0.9 0.02874 0.000226 0.000007

STORY2 173 SISMOY Max 0.006627 0.6 0.000005 0.000147

STORY2 174 SX 1.3 -0.01554 0.000334 0.000017

STORY2 174 SY 0.01262 1 3.189E-07 0.000228

STORY2 174 SISMOX Max 0.9 0.03001 0.000229 0.000009

STORY2 174 SISMOY Max 0.008539 0.6 0.000001 0.000146

STORY2 175 SX 1.3 -0.03596 0.000291 0.000024

STORY2 175 SY -0.02383 1 0.000016 0.000224

STORY2 175 SISMOX Max 0.9 0.02697 0.000198 0.000014

STORY2 175 SISMOY Max 0.01729 0.6 0.00001 0.000143

STORY2 176 SX 1.3 -0.0153 0.000328 0.000031

STORY2 176 SY -0.0002445 1 0.000005 0.000233

STORY2 176 SISMOX Max 0.9 0.02705 0.000225 0.000018

STORY2 176 SISMOY Max 0.006691 0.6 0.000003 0.000148

STORY2 177 SX 1.3 0.0004003 0.000325 0.000013

STORY2 177 SY -0.0002947 1 0.000002 0.000242

STORY2 177 SISMOX Max 0.9 0.03103 0.000223 0.000007

STORY2 177 SISMOY Max 0.006698 0.6 0.000002 0.000154

STORY2 178 SX 1.3 -0.0003589 0.000334 0.000011

STORY2 178 SY 0.001825 1 0.000002 0.000241

STORY2 178 SISMOX Max 0.9 0.03072 0.000229 0.000006

STORY2 178 SISMOY Max 0.006244 0.6 0.000002 0.000154

STORY2 179 SX 1.3 -0.005464 0.000308 0.000008

STORY2 179 SY -0.003209 1 0.000003 0.000244

STORY2 179 SISMOX Max 0.9 0.02632 0.000211 0.000005

STORY2 179 SISMOY Max 0.008677 0.6 0.000003 0.000156

STORY2 180 SX 1.3 0.005195 0.000324 0.000007

STORY2 180 SY -0.001912 1 0.000003 0.000243

STORY2 180 SISMOX Max 0.9 0.03158 0.000222 0.000005

STORY2 180 SISMOY Max 0.006055 0.6 0.000002 0.000155

STORY2 181 SX 1.3 -0.00929 0.000303 0.000012

STORY2 181 SY -0.009403 1 0.000013 0.000245

STORY2 181 SISMOX Max 0.9 0.02485 0.000207 0.000007

STORY2 181 SISMOY Max 0.01133 0.6 0.000008 0.000156

STORY2 182 SX 1.3 -0.003241 0.000303 0.000011

STORY2 182 SY -0.005653 1 0.000002 0.000245





TABLE: Joint Drifts


mm mm

STORY2 182 SISMOX Max 0.9 0.02715 0.000207 0.000006

STORY2 182 SISMOY Max 0.00973 0.6 0.000003 0.000156

STORY2 183 SX 1.3 0.01007 0.000328 0.000001

STORY2 183 SY 0.003312 1 0.000002 0.000244

STORY2 183 SISMOX Max 0.9 0.03487 0.000224 0.000007

STORY2 183 SISMOY Max 0.004415 0.6 0.000001 0.000155

STORY2 184 SX 1.3 0.01628 0.000333 0.000001

STORY2 184 SY 0.005076 1 1.373E-07 0.000243

STORY2 184 SISMOX Max 0.9 0.03868 0.000228 0.000007

STORY2 184 SISMOY Max 0.004226 0.6 0.000001 0.000155

STORY2 185 SX 1.3 0.00441 0.000331 0.000004

STORY2 185 SY 0.0004853 1 0.000003 0.000244

STORY2 185 SISMOX Max 0.9 0.03142 0.000227 0.000006

STORY2 185 SISMOY Max 0.005273 0.6 0.000002 0.000156

STORY2 186 SX 1.3 0.009496 0.000327 0.000004

STORY2 186 SY 0.001914 1 0.000004 0.000243

STORY2 186 SISMOX Max 0.9 0.03438 0.000224 0.000006

STORY2 186 SISMOY Max 0.004863 0.6 0.000002 0.000155

STORY2 187 SX 1.3 0.003299 0.000319 0.000003

STORY2 187 SY -0.002337 1 0.000002 0.00024

STORY2 187 SISMOX Max 0.9 0.02819 0.000219 0.000005

STORY2 187 SISMOY Max 0.007646 0.6 0.000002 0.000153

STORY2 188 SX 1.3 0.01062 0.000332 0.000003

STORY2 188 SY -0.003146 1 0.000001 0.000241

STORY2 188 SISMOX Max 0.9 0.03228 0.000227 0.000005

STORY2 188 SISMOY Max 0.005348 0.6 0.000001 0.000153

STORY2 189 SX 1.3 0.001657 0.000333 1.512E-07

STORY2 189 SY 0.001806 1 0.000003 0.000243

STORY2 189 SISMOX Max 0.9 0.03275 0.000228 0.000008

STORY2 189 SISMOY Max 0.002829 0.6 0.000002 0.000155

STORY2 190 SX 1.2 -0.01113 0.000295 0.000017

STORY2 190 SY -0.01086 1 0.000017 0.000247

STORY2 190 SISMOX Max 0.8 0.02429 0.000201 0.000009

STORY2 190 SISMOY Max 0.01271 0.6 0.000011 0.000158

STORY2 191 SX 1.3 0.01173 0.000336 0.000003

STORY2 191 SY 0.00007424 1 2.083E-07 0.00024

STORY2 191 SISMOX Max 0.9 0.03082 0.00023 0.000008

STORY2 191 SISMOY Max 0.00254 0.6 0.000001 0.000153

STORY2 192 SX 1.3 -0.00208 0.000318 0.000008

STORY2 192 SY -0.001945 1 0.000001 0.000243

STORY2 192 SISMOX Max 0.9 0.02784 0.000218 0.000005

STORY2 192 SISMOY Max 0.007676 0.6 0.000002 0.000155

STORY2 193 SX 1.3 -0.006099 0.000303 0.000011

STORY2 193 SY -0.007778 1 0.000004 0.000245

STORY2 193 SISMOX Max 0.9 0.02597 0.000207 0.000006

STORY2 193 SISMOY Max 0.01056 0.6 0.000003 0.000156





TABLE: Joint Drifts


mm mm

STORY2 194 SX 1.3 0.01142 0.000306 0.000002

STORY2 194 SY -0.002816 1 0.000001 0.000235

STORY2 194 SISMOX Max 0.9 0.03043 0.000209 0.000007

STORY2 194 SISMOY Max 0.01007 0.6 0.000002 0.00015

STORY2 195 SX 1.2 -0.01507 0.000279 0.000019

STORY2 195 SY -0.01296 1 0.000006 0.000247

STORY2 195 SISMOX Max 0.8 0.02326 0.000191 0.00001

STORY2 195 SISMOY Max 0.01437 0.6 0.000005 0.000158

STORY2 196 SX 1.2 0.03758 0.000279 0.000024

STORY2 196 SY 0.004381 1 0.000007 0.000248

STORY2 196 SISMOX Max 0.8 0.04366 0.00019 0.000021

STORY2 196 SISMOY Max 0.01424 0.6 0.000005 0.000158

STORY2 199 SX 1.3 0.1 0.000331 0.000009

STORY2 199 SY -0.002234 1 0.000006 0.000235

STORY2 199 SISMOX Max 0.9 0.04953 0.000227 0.000009

STORY2 199 SISMOY Max 0.006692 0.6 0.000005 0.00015

STORY2 200 SX 1.3 0.1 0.000319 0.00001

STORY2 200 SY 0.002753 1 0.000007 0.000236

STORY2 200 SISMOX Max 0.9 0.04643 0.000218 0.000009

STORY2 200 SISMOY Max 0.006482 0.6 0.000005 0.00015

STORY2 201 SX 1.3 0.02842 0.000332 0.000012

STORY2 201 SY -0.003259 1 4.494E-07 0.000236

STORY2 201 SISMOX Max 0.9 0.029 0.000227 0.000011


STORY2 202 SX 1.3 0.1 0.000291 0.000028

STORY2 202 SY 0.0194 1 0.000016 0.000224

STORY2 202 SISMOX Max 0.9 0.1 0.000199 0.000023

STORY2 202 SISMOY Max 0.01883 0.6 0.000011 0.000143

STORY2 203 SX 1.3 0.03257 0.000331 0.000036

STORY2 203 SY -0.004107 1 0.000003 0.000234

STORY2 203 SISMOX Max 0.9 0.03862 0.000227 0.000029

STORY2 203 SISMOY Max 0.006913 0.6 0.000003 0.000149

STORY2 204 SX 1.3 0.01999 0.000327 0.000017

STORY2 204 SY -0.003848 1 0.000001 0.000244

STORY2 204 SISMOX Max 0.9 0.02962 0.000224 0.000015

STORY2 204 SISMOY Max 0.006863 0.6 0.000002 0.000155

STORY2 205 SX 1.3 0.02059 0.000336 0.000015

STORY2 205 SY -0.006339 1 0.000001 0.000244

STORY2 205 SISMOX Max 0.9 0.02981 0.000231 0.000014

STORY2 205 SISMOY Max 0.006907 0.6 0.000002 0.000155

STORY2 206 SX 1.3 0.01813 0.00033 0.000013

STORY2 206 SY -0.003166 1 0.000002 0.000244

STORY2 206 SISMOX Max 0.9 0.02767 0.000226 0.000012

STORY2 206 SISMOY Max 0.005267 0.6 0.000002 0.000155

STORY2 207 SX 1.3 0.01902 0.000332 0.000006

STORY2 207 SY 0.0007262 1 0.000001 0.000245





TABLE: Joint Drifts


mm mm

STORY2 207 SISMOX Max 0.9 0.02761 0.000227 0.000008

STORY2 207 SISMOY Max 0.002175 0.6 0.000001 0.000156

STORY2 208 SX 1.2 0.03335 0.000295 0.000021

STORY2 208 SY 0.005723 1 0.000017 0.000248

STORY2 208 SISMOX Max 0.8 0.04083 0.000202 0.000019

STORY2 208 SISMOY Max 0.01333 0.6 0.000012 0.000158

STORY2 209 SX 1.3 0.03191 0.000299 0.00002

STORY2 209 SY 0.005643 1 0.000018 0.000247

STORY2 209 SISMOX Max 0.8 0.0399 0.000205 0.000018

STORY2 209 SISMOY Max 0.01284 0.6 0.000012 0.000158

STORY2 210 SX 1.3 0.03159 0.000304 0.000016

STORY2 210 SY 0.004684 1 0.000012 0.000247

STORY2 210 SISMOX Max 0.9 0.03973 0.000208 0.000016

STORY2 210 SISMOY Max 0.01174 0.6 0.000008 0.000157

STORY2 211 SX 1.3 0.02512 0.000302 0.000016

STORY2 211 SY 0.001582 1 0.000004 0.000246

STORY2 211 SISMOX Max 0.9 0.03537 0.000207 0.000015

STORY2 211 SISMOY Max 0.009886 0.6 0.000003 0.000157

STORY2 212 SX 1.3 0.02748 0.000307 0.000013

STORY2 212 SY -0.00001468 1 0.000005 0.000246

STORY2 212 SISMOX Max 0.9 0.0367 0.00021 0.000013

STORY2 212 SISMOY Max 0.008753 0.6 0.000003 0.000157

STORY2 213 SX 1.3 0.01615 0.000325 0.000012

STORY2 213 SY -0.0008953 1 1.905E-07 0.000245

STORY2 213 SISMOX Max 0.9 0.02899 0.000223 0.000013

STORY2 213 SISMOY Max 0.005899 0.6 0.000001 0.000156

STORY2 214 SX 1.3 0.01767 0.000332 0.00001

STORY2 214 SY -0.001285 1 1.802E-07 0.000246

STORY2 214 SISMOX Max 0.9 0.0298 0.000228 0.000011

STORY2 214 SISMOY Max 0.005041 0.6 0.000001 0.000157

STORY2 215 SX 1.3 0.01381 0.000336 0.00001

STORY2 215 SY -0.00389 1 4.514E-07 0.000246

STORY2 215 SISMOX Max 0.9 0.02715 0.00023 0.000011

STORY2 215 SISMOY Max 0.004516 0.6 0.000001 0.000156

STORY2 216 SX 1.3 0.01223 0.000336 0.000006

STORY2 216 SY -0.005075 1 1.975E-07 0.000246

STORY2 216 SISMOX Max 0.9 0.02581 0.00023 0.000008

STORY2 216 SISMOY Max 0.004399 0.6 0.000001 0.000157

STORY2 217 SX 1.3 0.006067 0.000333 0.000006

STORY2 217 SY -0.00431 1 0.000001 0.000245

STORY2 217 SISMOX Max 0.9 0.02199 0.000228 0.000008

STORY2 217 SISMOY Max 0.003665 0.6 0.000001 0.000156

STORY2 218 SX 1.3 0.01896 0.000319 0.000007

STORY2 218 SY -0.00132 1 0.000001 0.000244

STORY2 218 SISMOX Max 0.9 0.0331 0.000219 0.00001

STORY2 218 SISMOY Max 0.007642 0.6 0.000002 0.000155





TABLE: Joint Drifts


mm mm

STORY2 219 SX 1.3 0.01522 0.000324 0.000008

STORY2 219 SY -0.001793 1 0.000001 0.000243

STORY2 219 SISMOX Max 0.9 0.03074 0.000222 0.00001

STORY2 219 SISMOY Max 0.006669 0.6 0.000002 0.000155

STORY2 220 SX 1.3 0.01427 0.000331 0.000008

STORY2 220 SY -0.00169 1 1.828E-07 0.000244

STORY2 220 SISMOX Max 0.9 0.0301 0.000227 0.00001

STORY2 220 SISMOY Max 0.005969 0.6 0.000001 0.000155

STORY2 221 SX 1.3 0.01325 0.000332 0.000006

STORY2 221 SY -0.0008019 1 1.396E-07 0.000244

STORY2 221 SISMOX Max 0.9 0.02949 0.000228 0.000009

STORY2 221 SISMOY Max 0.005068 0.6 0.000001 0.000156

STORY2 222 SX 1.3 0.02372 0.000318 0.000012

STORY2 222 SY -0.001433 1 0.000001 0.000245

STORY2 222 SISMOX Max 0.9 0.0341 0.000218 0.000013

STORY2 222 SISMOY Max 0.007682 0.6 0.000002 0.000156

STORY2 223 SX 1.3 0.02818 0.000303 0.000016

STORY2 223 SY 0.003164 1 0.000003 0.000246

STORY2 223 SISMOX Max 0.9 0.03747 0.000207 0.000015

STORY2 223 SISMOY Max 0.0108 0.6 0.000003 0.000157

STORY2 224 SX 1.2 0.01187 0.000279 0.000002

STORY2 224 SY -0.004358 1 0.000001 0.000237

STORY2 224 SISMOX Max 0.8 0.03093 0.000191 0.000007

STORY2 224 SISMOY Max 0.01313 0.6 0.000003 0.000151

STORY2 225 SX 1.3 0.001776 0.000328 0.000009

STORY2 225 SY 0.002651 1 0.000004 0.000241

STORY2 225 SISMOX Max 0.9 0.0319 0.000225 0.000006

STORY2 225 SISMOY Max 0.005785 0.6 0.000003 0.000154

STORY2 226 SX 1.2 -0.009749 0.000299 0.000016

STORY2 226 SY -0.0104 1 0.000019 0.000246

STORY2 226 SISMOX Max 0.8 0.02469 0.000204 0.000008

STORY2 226 SISMOY Max 0.01222 0.6 0.000012 0.000157

STORY2 227 SX 1.3 0.01244 0.000331 0.000005

STORY2 227 SY -0.001829 1 0.000001 0.00024

STORY2 227 SISMOX Max 0.9 0.03091 0.000227 0.000009

STORY2 227 SISMOY Max 0.00538 0.6 0.000001 0.000153

STORY2 228 SX 1.3 0.0112 0.000331 2.989E-07

STORY2 228 SY -0.001505 1 0.000001 0.00024

STORY2 228 SISMOX Max 0.9 0.03078 0.000227 0.000006

STORY2 228 SISMOY Max 0.00537 0.6 0.000001 0.000153

STORY2 229 SX 1.3 -0.02919 0.000331 0.000006

STORY2 229 SY 0.003244 1 0.000001 0.000243

STORY2 229 SISMOX Max 0.9 0.1 0.000225 0.000012

STORY2 229 SISMOY Max 0.00125 0.6 0.000001 0.000155

STORY2 230 SX 1.3 -0.01443 0.000333 0.000006

STORY2 230 SY -0.004627 1 0.000002 0.000243





TABLE: Joint Drifts


mm mm

STORY2 230 SISMOX Max 0.9 0.04203 0.000228 0.000011

STORY2 230 SISMOY Max 0.004958 0.6 0.000002 0.000155

STORY2 231 SX 1.3 0.02968 0.000331 0.000006

STORY2 231 SY -0.002746 1 0.000001 0.000243

STORY2 231 SISMOX Max 0.9 0.1 0.000225 0.000012

STORY2 231 SISMOY Max 0.001791 0.6 0.000001 0.000155

STORY2 232 SX 1.3 0.0149 0.000333 0.000006

STORY2 232 SY 0.005066 1 0.000002 0.000243

STORY2 232 SISMOX Max 0.9 0.04332 0.000228 0.000012

STORY2 232 SISMOY Max 0.004164 0.6 0.000002 0.000155

STORY1 3 SX 0.5 -0.00002444 0.000215 9.935E-09

STORY1 3 SY 0.01319 0.4 0.000005 0.000176

STORY1 3 SISMOX Max 0.3 0.01846 0.000137 0.000008

STORY1 3 SISMOY Max 0.009947 0.3 0.000004 0.000111

STORY1 4 SX 0.5 0.03907 0.000195 0.000016

STORY1 4 SY 0.01071 0.4 0.000004 0.000164

STORY1 4 SISMOX Max 0.3 0.01711 0.000126 0.000007

STORY1 4 SISMOY Max 0.006751 0.3 0.000003 0.000104

STORY1 5 SX 0.5 -0.04356 0.000191 0.000018

STORY1 5 SY 0.01679 0.4 0.000007 0.000164

STORY1 5 SISMOX Max 0.3 0.04588 0.000123 0.000019

STORY1 5 SISMOY Max 0.01062 0.3 0.000004 0.000104

STORY1 6 SX 0.5 0.01506 0.000198 0.000006

STORY1 6 SY 0.004069 0.4 0.000002 0.000163

STORY1 6 SISMOX Max 0.3 0.00967 0.000128 0.000004

STORY1 6 SISMOY Max 0.002714 0.3 0.000001 0.000102

STORY1 7 SX 0.5 0.009859 0.000192 0.000004

STORY1 7 SY 0.006934 0.4 0.000003 0.000163

STORY1 7 SISMOX Max 0.3 0.01034 0.000125 0.000004

STORY1 7 SISMOY Max 0.004233 0.3 0.000002 0.000102

STORY1 8 SX 0.5 0.004582 0.000202 0.000002

STORY1 8 SY 0.01357 0.4 0.000006 0.000171

STORY1 8 SISMOX Max 0.3 0.01738 0.000133 0.000007

STORY1 8 SISMOY Max 0.008156 0.3 0.000003 0.000108

STORY1 9 SX 0.5 -0.01224 0.000204 0.000005

STORY1 9 SY -0.005631 0.4 0.000002 0.000163

STORY1 9 SISMOX Max 0.3 0.02069 0.000134 0.000008

STORY1 9 SISMOY Max 0.004109 0.3 0.000002 0.000102

STORY1 10 SX 0.5 0.008082 0.000202 0.000003

STORY1 10 SY 0.01164 0.4 0.000005 0.000163

STORY1 10 SISMOX Max 0.3 0.01068 0.000132 0.000004

STORY1 10 SISMOY Max 0.007288 0.3 0.000003 0.000102

STORY1 11 SX 0.5 -0.00165 0.0002 0.000001

STORY1 11 SY 0.008198 0.4 0.000003 0.000163

STORY1 11 SISMOX Max 0.3 0.01315 0.000131 0.000005

STORY1 11 SISMOY Max 0.004958 0.3 0.000002 0.000102





TABLE: Joint Drifts


mm mm

STORY1 12 SX 0.5 0.005742 0.000203 0.000002

STORY1 12 SY 0.005114 0.4 0.000002 0.000165

STORY1 12 SISMOX Max 0.3 0.009959 0.000134 0.000004

STORY1 12 SISMOY Max 0.002911 0.3 0.000001 0.000104

STORY1 13 SX 0.5 -0.0049 0.000198 0.000002

STORY1 13 SY 0.0001335 0.4 5.426E-08 0.000169

STORY1 13 SISMOX Max 0.3 0.0123 0.00013 0.000005


STORY1 14 SX 0.5 -0.01276 0.000205 0.000005

STORY1 14 SY -0.005602 0.4 0.000002 0.000166

STORY1 14 SISMOX Max 0.3 0.01419 0.000135 0.000006

STORY1 14 SISMOY Max 0.003899 0.3 0.000002 0.000104

STORY1 15 SX 0.5 -0.006565 0.000201 0.000003

STORY1 15 SY -0.00361 0.4 0.000001 0.000164

STORY1 15 SISMOX Max 0.3 0.01008 0.000132 0.000004

STORY1 15 SISMOY Max 0.002555 0.3 0.000001 0.000103

STORY1 16 SX 0.5 -0.01741 0.000203 0.000007

STORY1 16 SY -0.005707 0.4 0.000002 0.000164

STORY1 16 SISMOX Max 0.3 0.01538 0.000133 0.000006

STORY1 16 SISMOY Max 0.003963 0.3 0.000002 0.000103

STORY1 17 SX 0.5 0.00593 0.000207 0.000002

STORY1 17 SY 0.004552 0.4 0.000002 0.000165

STORY1 17 SISMOX Max 0.3 0.004194 0.000136 0.000002

STORY1 17 SISMOY Max 0.002663 0.3 0.000001 0.000104

STORY1 18 SX 0.5 0.01536 0.000206 0.000006

STORY1 18 SY -0.003934 0.4 0.000002 0.000172

STORY1 18 SISMOX Max 0.3 0.0108 0.000136 0.000004

STORY1 18 SISMOY Max 0.002729 0.3 0.000001 0.000108

STORY1 19 SX 0.5 0.0246 0.000219 0.00001

STORY1 19 SY -0.008601 0.4 0.000003 0.000168

STORY1 19 SISMOX Max 0.4 0.01737 0.000143 0.000007

STORY1 19 SISMOY Max 0.005795 0.3 0.000002 0.000106

STORY1 20 SX 0.5 -0.1 0.000198 0.000027

STORY1 20 SY -0.009935 0.4 0.000004 0.000167

STORY1 20 SISMOX Max 0.3 0.04595 0.000128 0.000019

STORY1 20 SISMOY Max 0.006628 0.3 0.000003 0.000105

STORY1 21 SX 0.5 -0.02858 0.000203 0.000012

STORY1 21 SY -0.001124 0.4 4.568E-07 0.000165

STORY1 21 SISMOX Max 0.3 0.02264 0.000132 0.000009

STORY1 21 SISMOY Max 0.001475 0.3 0.000001 0.000104

STORY1 22 SX 0.5 -0.02091 0.000195 0.000009

STORY1 22 SY -0.002252 0.4 0.000001 0.000165

STORY1 22 SISMOX Max 0.3 0.01756 0.000127 0.000007

STORY1 22 SISMOY Max 0.001871 0.3 0.000001 0.000104

STORY1 23 SX 0.5 -0.02074 0.000213 0.000008

STORY1 23 SY -0.005161 0.4 0.000002 0.000163





TABLE: Joint Drifts


mm mm

STORY1 23 SISMOX Max 0.3 0.01855 0.000137 0.000008

STORY1 23 SISMOY Max 0.004291 0.3 0.000002 0.000103

STORY1 24 SX 0.5 -0.006081 0.000206 0.000002

STORY1 24 SY -0.001746 0.4 0.000001 0.00017

STORY1 24 SISMOX Max 0.3 0.01322 0.000133 0.000005

STORY1 24 SISMOY Max 0.002754 0.3 0.000001 0.000107

STORY1 25 SX 0.5 0.006689 0.00021 0.000003

STORY1 25 SY 0.001138 0.4 4.625E-07 0.000162

STORY1 25 SISMOX Max 0.3 0.0101 0.000135 0.000004

STORY1 25 SISMOY Max 0.002765 0.3 0.000001 0.000102

STORY1 26 SX 0.5 -0.006237 0.000221 0.000003

STORY1 26 SY -0.0048 0.4 0.000002 0.000174

STORY1 26 SISMOX Max 0.3 0.0135 0.000141 0.000005

STORY1 26 SISMOY Max 0.004813 0.3 0.000002 0.000109

STORY1 27 SX 0.5 0.01653 0.00022 0.000007

STORY1 27 SY -0.02935 0.4 0.000012 0.000162

STORY1 27 SISMOX Max 0.3 0.00907 0.000141 0.000004

STORY1 27 SISMOY Max 0.01908 0.3 0.000008 0.000102

STORY1 28 SX 0.5 -0.02906 0.00022 0.000012

STORY1 28 SY 0.0197 0.4 0.000008 0.000164

STORY1 28 SISMOX Max 0.3 0.02379 0.000141 0.00001

STORY1 28 SISMOY Max 0.01343 0.3 0.000005 0.000103

STORY1 29 SX 0.5 -0.0281 0.000215 0.000011

STORY1 29 SY -0.03784 0.4 0.000015 0.000162

STORY1 29 SISMOX Max 0.3 0.02313 0.000138 0.000009

STORY1 29 SISMOY Max 0.02491 0.3 0.00001 0.000102

STORY1 30 SX 0.5 -0.02642 0.000213 0.000011

STORY1 30 SY -0.04089 0.4 0.000017 0.000163

STORY1 30 SISMOX Max 0.3 0.02208 0.000137 0.000009

STORY1 30 SISMOY Max 0.02688 0.3 0.000011 0.000102

STORY1 31 SX 0.6 -0.04903 0.000224 0.00002

STORY1 31 SY -0.02158 0.4 0.000009 0.00018

STORY1 31 SISMOX Max 0.4 0.0345 0.000144 0.000014

STORY1 31 SISMOY Max 0.01475 0.3 0.000006 0.000114

STORY1 32 SX 0.5 0.02535 0.000197 0.00001

STORY1 32 SY -0.01434 0.4 0.000006 0.000168

STORY1 32 SISMOX Max 0.3 0.01791 0.000128 0.000007

STORY1 32 SISMOY Max 0.009423 0.3 0.000004 0.000106

STORY1 33 SX 0.5 0.02454 0.000217 0.00001

STORY1 33 SY -0.01001 0.4 0.000004 0.000168

STORY1 33 SISMOX Max 0.3 0.01733 0.000142 0.000007

STORY1 33 SISMOY Max 0.006691 0.3 0.000003 0.000106

STORY1 34 SX 0.5 -0.02486 0.000217 0.00001

STORY1 34 SY 0.01005 0.4 0.000004 0.000168

STORY1 34 SISMOX Max 0.3 0.01728 0.000142 0.000007

STORY1 34 SISMOY Max 0.006477 0.3 0.000003 0.000106





TABLE: Joint Drifts


mm mm

STORY1 35 SX 0.5 -0.01668 0.000207 0.000007

STORY1 35 SY -0.000247 0.4 1.004E-07 0.000164

STORY1 35 SISMOX Max 0.3 0.01609 0.000135 0.000007

STORY1 35 SISMOY Max 0.001649 0.3 0.000001 0.000103

STORY1 36 SX 0.5 -0.008419 0.000204 0.000003

STORY1 36 SY -0.0004855 0.4 1.974E-07 0.000166

STORY1 36 SISMOX Max 0.3 0.01278 0.000132 0.000005

STORY1 36 SISMOY Max 0.001686 0.3 0.000001 0.000104

STORY1 37 SX 0.5 -0.01372 0.000215 0.000006

STORY1 37 SY 0.01051 0.4 0.000004 0.000163

STORY1 37 SISMOX Max 0.3 0.01413 0.000139 0.000006

STORY1 37 SISMOY Max 0.007068 0.3 0.000003 0.000103

STORY1 38 SX 0.5 -0.02172 0.000205 0.000009

STORY1 38 SY -0.0008942 0.4 3.635E-07 0.000164

STORY1 38 SISMOX Max 0.3 0.01942 0.000134 0.000008

STORY1 38 SISMOY Max 0.00132 0.3 0.000001 0.000103

STORY1 39 SX 0.5 -0.01433 0.000203 0.000006

STORY1 39 SY 0.0003884 0.4 1.579E-07 0.000166

STORY1 39 SISMOX Max 0.3 0.01644 0.000132 0.000007

STORY1 39 SISMOY Max 0.001306 0.3 0.000001 0.000105

STORY1 40 SX 0.5 -0.01335 0.000199 0.000005

STORY1 40 SY -0.0009787 0.4 3.978E-07 0.000166

STORY1 40 SISMOX Max 0.3 0.01586 0.00013 0.000006

STORY1 40 SISMOY Max 0.001351 0.3 0.000001 0.000104

STORY1 41 SX 0.5 -0.01061 0.0002 0.000004

STORY1 41 SY -0.0006677 0.4 2.714E-07 0.000166

STORY1 41 SISMOX Max 0.3 0.01417 0.000131 0.000006


STORY1 42 SX 0.5 -0.01318 0.0002 0.000005

STORY1 42 SY -0.001006 0.4 4.091E-07 0.000163

STORY1 42 SISMOX Max 0.3 0.01387 0.000131 0.000006

STORY1 42 SISMOY Max 0.001173 0.3 0.000000477 0.000103

STORY1 43 SX 0.5 -0.01533 0.000199 0.000006

STORY1 43 SY -0.001835 0.4 0.000001 0.000164

STORY1 43 SISMOX Max 0.3 0.01542 0.00013 0.000006

STORY1 43 SISMOY Max 0.00149 0.3 0.000001 0.000103

STORY1 44 SX 0.5 -0.001261 0.000202 0.000001

STORY1 44 SY 0.00248 0.4 0.000001 0.000165

STORY1 44 SISMOX Max 0.3 0.01177 0.000131 0.000005

STORY1 44 SISMOY Max 0.002216 0.3 0.000001 0.000104

STORY1 45 SX 0.5 0.005196 0.000199 0.000002

STORY1 45 SY 0.0005296 0.4 2.153E-07 0.000167

STORY1 45 SISMOX Max 0.3 0.009029 0.00013 0.000004


STORY1 46 SX 0.5 0.001393 0.0002 0.000001

STORY1 46 SY 0.008224 0.4 0.000003 0.000161





TABLE: Joint Drifts


mm mm

STORY1 46 SISMOX Max 0.3 0.01175 0.000131 0.000005

STORY1 46 SISMOY Max 0.005089 0.2 0.000002 0.000101

STORY1 47 SX 0.5 0.00646 0.000199 0.000003

STORY1 47 SY 0.01089 0.4 0.000004 0.000163

STORY1 47 SISMOX Max 0.3 0.009828 0.00013 0.000004

STORY1 47 SISMOY Max 0.006753 0.3 0.000003 0.000103

STORY1 48 SX 0.5 0.000432 0.000215 1.756E-07

STORY1 48 SY -0.0123 0.4 0.000005 0.000162

STORY1 48 SISMOX Max 0.3 0.01257 0.000139 0.000005

STORY1 48 SISMOY Max 0.008348 0.3 0.000003 0.000102

STORY1 49 SX 0.5 0.009255 0.000204 0.000004

STORY1 49 SY 0.003878 0.4 0.000002 0.000162

STORY1 49 SISMOX Max 0.3 0.009168 0.000132 0.000004

STORY1 49 SISMOY Max 0.002568 0.3 0.000001 0.000102

STORY1 50 SX 0.5 0.004949 0.000205 0.000002

STORY1 50 SY 0.02026 0.4 0.000008 0.000162

STORY1 50 SISMOX Max 0.3 0.01073 0.000131 0.000004

STORY1 50 SISMOY Max 0.0138 0.3 0.000006 0.000102

STORY1 51 SX 0.5 0.009192 0.000215 0.000004

STORY1 51 SY -0.01239 0.4 0.000005 0.000162

STORY1 51 SISMOX Max 0.3 0.009356 0.000139 0.000004

STORY1 51 SISMOY Max 0.008394 0.3 0.000003 0.000102

STORY1 52 SX 0.5 0.01503 0.000205 0.000006

STORY1 52 SY 0.0298 0.4 0.000012 0.000161

STORY1 52 SISMOX Max 0.3 0.008858 0.000131 0.000004

STORY1 52 SISMOY Max 0.02019 0.2 0.000008 0.000101

STORY1 53 SX 0.5 -0.0187 0.000211 0.000008

STORY1 53 SY -0.02548 0.4 0.00001 0.000164

STORY1 53 SISMOX Max 0.3 0.01722 0.000136 0.000007

STORY1 53 SISMOY Max 0.01692 0.3 0.000007 0.000103

STORY1 54 SX 0.5 -0.02323 0.000215 0.000009

STORY1 54 SY 0.009339 0.4 0.000004 0.000163

STORY1 54 SISMOX Max 0.3 0.02017 0.000139 0.000008

STORY1 54 SISMOY Max 0.006474 0.3 0.000003 0.000102

STORY1 55 SX 0.5 0.003168 0.000205 0.000001

STORY1 55 SY 0.00004858 0.4 1.975E-08 0.000163

STORY1 55 SISMOX Max 0.3 0.01129 0.000133 0.000005

STORY1 55 SISMOY Max 0.001688 0.3 0.000001 0.000102

STORY1 56 SX 0.5 0.01333 0.000203 0.000005

STORY1 56 SY 0.03378 0.4 0.000014 0.000161

STORY1 56 SISMOX Max 0.3 0.00884 0.000129 0.000004

STORY1 56 SISMOY Max 0.02268 0.2 0.000009 0.000101

STORY1 57 SX 0.5 -0.008891 0.0002 0.000004

STORY1 57 SY -0.00006712 0.4 2.728E-08 0.000168

STORY1 57 SISMOX Max 0.3 0.01419 0.000131 0.000006






TABLE: Joint Drifts


mm mm

STORY1 58 SX 0.5 -0.001134 0.0002 4.611E-07

STORY1 58 SY 0.0008435 0.4 3.429E-07 0.000168

STORY1 58 SISMOX Max 0.3 0.01072 0.00013 0.000004


STORY1 59 SX 0.5 0.04391 0.000191 0.000018

STORY1 59 SY -0.01669 0.4 0.000007 0.000164

STORY1 59 SISMOX Max 0.3 0.04651 0.000123 0.000019

STORY1 59 SISMOY Max 0.01071 0.3 0.000004 0.000103

STORY1 60 SX 0.5 -0.004174 0.000202 0.000002

STORY1 60 SY -0.01344 0.4 0.000005 0.000171

STORY1 60 SISMOX Max 0.3 0.018 0.000133 0.000007

STORY1 60 SISMOY Max 0.008406 0.3 0.000003 0.000108

STORY1 61 SX 0.5 0.0005011 0.000214 2.037E-07

STORY1 61 SY -0.01307 0.4 0.000005 0.000176

STORY1 61 SISMOX Max 0.3 0.01915 0.000137 0.000008

STORY1 61 SISMOY Max 0.009805 0.3 0.000004 0.000111

STORY1 62 SX 0.5 -0.03857 0.000194 0.000016

STORY1 62 SY -0.0106 0.4 0.000004 0.000164

STORY1 62 SISMOX Max 0.3 0.01677 0.000126 0.000007

STORY1 62 SISMOY Max 0.006846 0.3 0.000003 0.000103

STORY1 63 SX 0.5 -0.0148 0.000198 0.000006

STORY1 63 SY -0.003965 0.4 0.000002 0.000163

STORY1 63 SISMOX Max 0.3 0.009925 0.000128 0.000004

STORY1 63 SISMOY Max 0.002799 0.3 0.000001 0.000102

STORY1 64 SX 0.5 -0.009614 0.000192 0.000004

STORY1 64 SY -0.006828 0.4 0.000003 0.000163

STORY1 64 SISMOX Max 0.3 0.01074 0.000125 0.000004

STORY1 64 SISMOY Max 0.004359 0.3 0.000002 0.000102

STORY1 65 SX 0.5 -0.0002431 0.000215 9.884E-08

STORY1 65 SY 0.01238 0.4 0.000005 0.000162

STORY1 65 SISMOX Max 0.3 0.01305 0.000139 0.000005

STORY1 65 SISMOY Max 0.008247 0.3 0.000003 0.000102

STORY1 66 SX 0.5 -0.009081 0.000203 0.000004

STORY1 66 SY -0.003774 0.4 0.000002 0.000162

STORY1 66 SISMOX Max 0.3 0.009522 0.000132 0.000004

STORY1 66 SISMOY Max 0.002684 0.3 0.000001 0.000102

STORY1 67 SX 0.5 -0.004724 0.000205 0.000002

STORY1 67 SY -0.02015 0.4 0.000008 0.000162

STORY1 67 SISMOX Max 0.3 0.01119 0.000131 0.000005

STORY1 67 SISMOY Max 0.01372 0.3 0.000006 0.000102

STORY1 68 SX 0.5 -0.008971 0.000215 0.000004

STORY1 68 SY 0.01247 0.4 0.000005 0.000162

STORY1 68 SISMOX Max 0.3 0.009734 0.000139 0.000004

STORY1 68 SISMOY Max 0.008319 0.2 0.000003 0.000101

STORY1 69 SX 0.5 0.001784 0.0002 0.000001

STORY1 69 SY -0.008076 0.4 0.000003 0.000163





TABLE: Joint Drifts


mm mm

STORY1 69 SISMOX Max 0.3 0.01361 0.000131 0.000006

STORY1 69 SISMOY Max 0.005178 0.3 0.000002 0.000102

STORY1 70 SX 0.5 -0.00561 0.000203 0.000002

STORY1 70 SY -0.004982 0.4 0.000002 0.000165

STORY1 70 SISMOX Max 0.3 0.01036 0.000134 0.000004

STORY1 70 SISMOY Max 0.003175 0.3 0.000001 0.000103

STORY1 71 SX 0.5 -0.001241 0.0002 0.000001

STORY1 71 SY -0.008112 0.4 0.000003 0.000161

STORY1 71 SISMOX Max 0.3 0.0122 0.000131 0.000005

STORY1 71 SISMOY Max 0.00525 0.2 0.000002 0.000101

STORY1 72 SX 0.5 -0.006309 0.000199 0.000003

STORY1 72 SY -0.01077 0.4 0.000004 0.000163

STORY1 72 SISMOX Max 0.3 0.01023 0.00013 0.000004

STORY1 72 SISMOY Max 0.006938 0.3 0.000003 0.000102

STORY1 73 SX 0.5 0.001344 0.000202 0.000001

STORY1 73 SY -0.002391 0.4 0.000001 0.000165

STORY1 73 SISMOX Max 0.3 0.01221 0.000131 0.000005

STORY1 73 SISMOY Max 0.002243 0.3 0.000001 0.000104

STORY1 74 SX 0.5 -0.005112 0.000199 0.000002

STORY1 74 SY -0.00043 0.4 1.748E-07 0.000167

STORY1 74 SISMOX Max 0.3 0.009416 0.00013 0.000004

STORY1 74 SISMOY Max 0.0008462 0.3 0.000000344 0.000105

STORY1 75 SX 0.5 0.01242 0.000204 0.000005

STORY1 75 SY 0.005752 0.4 0.000002 0.000163

STORY1 75 SISMOX Max 0.3 0.0212 0.000134 0.000009

STORY1 75 SISMOY Max 0.003821 0.3 0.000002 0.000102

STORY1 76 SX 0.5 -0.01478 0.000205 0.000006

STORY1 76 SY -0.02968 0.4 0.000012 0.000161

STORY1 76 SISMOX Max 0.3 0.009063 0.00013 0.000004

STORY1 76 SISMOY Max 0.02004 0.2 0.000008 0.000101

STORY1 77 SX 0.5 0.004893 0.000198 0.000002

STORY1 77 SY -0.00001045 0.4 0 0.000169

STORY1 77 SISMOX Max 0.3 0.01269 0.00013 0.000005


STORY1 78 SX 0.5 -0.002986 0.000205 0.000001

STORY1 78 SY 0.00004745 0.4 1.929E-08 0.000163

STORY1 78 SISMOX Max 0.3 0.01175 0.000133 0.000005

STORY1 78 SISMOY Max 0.001632 0.3 0.000001 0.000102

STORY1 79 SX 0.5 -0.006465 0.00021 0.000003

STORY1 79 SY -0.001047 0.4 4.258E-07 0.000162

STORY1 79 SISMOX Max 0.3 0.01053 0.000135 0.000004

STORY1 79 SISMOY Max 0.002689 0.3 0.000001 0.000102

STORY1 80 SX 0.5 0.00609 0.000206 0.000002

STORY1 80 SY 0.001825 0.4 0.000001 0.00017

STORY1 80 SISMOX Max 0.3 0.01362 0.000133 0.000006

STORY1 80 SISMOY Max 0.002675 0.3 0.000001 0.000107





TABLE: Joint Drifts


mm mm

STORY1 81 SX 0.5 -0.01627 0.00022 0.000007

STORY1 81 SY 0.02938 0.4 0.000012 0.000162

STORY1 81 SISMOX Max 0.3 0.009224 0.000141 0.000004

STORY1 81 SISMOY Max 0.01911 0.3 0.000008 0.000102

STORY1 82 SX 0.5 0.02876 0.00022 0.000012

STORY1 82 SY -0.01961 0.4 0.000008 0.000164

STORY1 82 SISMOX Max 0.3 0.02394 0.000141 0.00001

STORY1 82 SISMOY Max 0.01326 0.3 0.000005 0.000103

STORY1 85 SX 0.5 -0.02567 0.000197 0.00001

STORY1 85 SY 0.01424 0.4 0.000006 0.000168

STORY1 85 SISMOX Max 0.3 0.01785 0.000128 0.000007

STORY1 85 SISMOY Max 0.009159 0.3 0.000004 0.000106

STORY1 86 SX 0.5 -0.02492 0.000219 0.00001

STORY1 86 SY 0.008652 0.4 0.000004 0.000168

STORY1 86 SISMOX Max 0.4 0.01731 0.000143 0.000007

STORY1 86 SISMOY Max 0.005586 0.3 0.000002 0.000106

STORY1 87 SX 0.5 -0.01573 0.000206 0.000006

STORY1 87 SY 0.004094 0.4 0.000002 0.000172

STORY1 87 SISMOX Max 0.3 0.01077 0.000136 0.000004

STORY1 87 SISMOY Max 0.002479 0.3 0.000001 0.000108

STORY1 88 SX 0.5 0.04861 0.000224 0.00002

STORY1 88 SY 0.02173 0.4 0.000009 0.00018

STORY1 88 SISMOX Max 0.4 0.03453 0.000144 0.000014

STORY1 88 SISMOY Max 0.01479 0.3 0.000006 0.000114

STORY1 89 SX 0.5 0.1 0.000198 0.000027

STORY1 89 SY 0.009878 0.4 0.000004 0.000167

STORY1 89 SISMOX Max 0.3 0.04589 0.000128 0.000019

STORY1 89 SISMOY Max 0.006395 0.3 0.000003 0.000105

STORY1 90 SX 0.5 0.02831 0.000203 0.000012

STORY1 90 SY 0.001162 0.4 4.726E-07 0.000165

STORY1 90 SISMOX Max 0.3 0.02278 0.000132 0.000009

STORY1 90 SISMOY Max 0.001344 0.3 0.000001 0.000103

STORY1 91 SX 0.5 0.02066 0.000195 0.000008

STORY1 91 SY 0.002256 0.4 0.000001 0.000165

STORY1 91 SISMOX Max 0.3 0.01773 0.000127 0.000007

STORY1 91 SISMOY Max 0.001672 0.3 0.000001 0.000103

STORY1 92 SX 0.5 0.01718 0.000203 0.000007

STORY1 92 SY 0.005776 0.4 0.000002 0.000164

STORY1 92 SISMOX Max 0.3 0.01558 0.000133 0.000006

STORY1 92 SISMOY Max 0.003755 0.3 0.000002 0.000103

STORY1 93 SX 0.5 -0.006121 0.000207 0.000002

STORY1 93 SY -0.004395 0.4 0.000002 0.000165

STORY1 93 SISMOX Max 0.3 0.004373 0.000136 0.000002

STORY1 93 SISMOY Max 0.002912 0.3 0.000001 0.000104

STORY1 94 SX 0.5 0.02782 0.000215 0.000011

STORY1 94 SY 0.03788 0.4 0.000015 0.000162





TABLE: Joint Drifts


mm mm

STORY1 94 SISMOX Max 0.3 0.02329 0.000138 0.000009

STORY1 94 SISMOY Max 0.02489 0.3 0.00001 0.000102

STORY1 95 SX 0.5 0.02615 0.000213 0.000011

STORY1 95 SY 0.04093 0.4 0.000017 0.000163

STORY1 95 SISMOX Max 0.3 0.02224 0.000137 0.000009

STORY1 95 SISMOY Max 0.02684 0.3 0.000011 0.000102

STORY1 96 SX 0.5 0.01846 0.000211 0.000008

STORY1 96 SY 0.02554 0.4 0.00001 0.000163

STORY1 96 SISMOX Max 0.3 0.01741 0.000136 0.000007

STORY1 96 SISMOY Max 0.01687 0.3 0.000007 0.000103

STORY1 97 SX 0.5 0.02299 0.000215 0.000009

STORY1 97 SY -0.009226 0.4 0.000004 0.000163

STORY1 97 SISMOX Max 0.3 0.02036 0.000139 0.000008

STORY1 97 SISMOY Max 0.006459 0.3 0.000003 0.000102

STORY1 98 SX 0.5 0.01352 0.000215 0.000005

STORY1 98 SY -0.01039 0.4 0.000004 0.000163

STORY1 98 SISMOX Max 0.3 0.01436 0.000139 0.000006

STORY1 98 SISMOY Max 0.007092 0.3 0.000003 0.000102

STORY1 99 SX 0.5 0.02153 0.000205 0.000009

STORY1 99 SY 0.0009787 0.4 3.979E-07 0.000164

STORY1 99 SISMOX Max 0.3 0.01964 0.000134 0.000008


STORY1 100 SX 0.5 0.013 0.0002 0.000005

STORY1 100 SY 0.001086 0.4 4.415E-07 0.000163

STORY1 100 SISMOX Max 0.3 0.01411 0.000131 0.000006


STORY1 101 SX 0.5 0.01516 0.000199 0.000006

STORY1 101 SY 0.001952 0.4 0.000001 0.000164

STORY1 101 SISMOX Max 0.3 0.01567 0.00013 0.000006

STORY1 101 SISMOY Max 0.001301 0.3 0.000001 0.000103

STORY1 102 SX 0.5 0.006417 0.000201 0.000003

STORY1 102 SY 0.00375 0.4 0.000002 0.000164

STORY1 102 SISMOX Max 0.3 0.01036 0.000132 0.000004

STORY1 102 SISMOY Max 0.002334 0.3 0.000001 0.000103

STORY1 103 SX 0.5 0.01262 0.000205 0.000005

STORY1 103 SY 0.005737 0.4 0.000002 0.000165

STORY1 103 SISMOX Max 0.3 0.01446 0.000135 0.000006

STORY1 103 SISMOY Max 0.003628 0.3 0.000001 0.000104

STORY1 104 SX 0.5 0.00833 0.000203 0.000003

STORY1 104 SY 0.0005614 0.4 2.282E-07 0.000166

STORY1 104 SISMOX Max 0.3 0.0131 0.000132 0.000005

STORY1 104 SISMOY Max 0.001609 0.3 0.000001 0.000104

STORY1 105 SX 0.5 0.01424 0.000203 0.000006

STORY1 105 SY -0.0003095 0.4 1.258E-07 0.000166

STORY1 105 SISMOX Max 0.3 0.01675 0.000132 0.000007

STORY1 105 SISMOY Max 0.001282 0.3 0.000001 0.000104





TABLE: Joint Drifts


mm mm

STORY1 106 SX 0.5 0.01326 0.000199 0.000005

STORY1 106 SY 0.001049 0.4 4.266E-07 0.000166

STORY1 106 SISMOX Max 0.3 0.01617 0.00013 0.000007


STORY1 107 SX 0.5 0.01052 0.0002 0.000004

STORY1 107 SY 0.0007556 0.4 3.072E-07 0.000166

STORY1 107 SISMOX Max 0.3 0.01449 0.00013 0.000006

STORY1 107 SISMOY Max 0.000915 0.3 0.000000372 0.000104

STORY1 108 SX 0.5 0.01649 0.000207 0.000007

STORY1 108 SY 0.0003172 0.4 1.289E-07 0.000164

STORY1 108 SISMOX Max 0.3 0.01632 0.000134 0.000007

STORY1 108 SISMOY Max 0.001581 0.3 0.000001 0.000103

STORY1 109 SX 0.5 0.0205 0.000213 0.000008

STORY1 109 SY 0.005247 0.4 0.000002 0.000163

STORY1 109 SISMOX Max 0.3 0.01874 0.000137 0.000008

STORY1 109 SISMOY Max 0.004227 0.3 0.000002 0.000103

STORY1 110 SX 0.5 0.006229 0.000221 0.000003

STORY1 110 SY 0.004864 0.4 0.000002 0.000173

STORY1 110 SISMOX Max 0.3 0.01391 0.000141 0.000006

STORY1 110 SISMOY Max 0.004777 0.3 0.000002 0.000109

STORY1 111 SX 0.5 -0.00786 0.000202 0.000003

STORY1 111 SY -0.01153 0.4 0.000005 0.000163

STORY1 111 SISMOX Max 0.3 0.0111 0.000131 0.000005

STORY1 111 SISMOY Max 0.007442 0.3 0.000003 0.000102

STORY1 112 SX 0.5 -0.01308 0.000203 0.000005

STORY1 112 SY -0.03365 0.4 0.000014 0.000161

STORY1 112 SISMOX Max 0.3 0.009104 0.000129 0.000004

STORY1 112 SISMOY Max 0.02254 0.2 0.000009 0.000101

STORY1 113 SX 0.5 0.008849 0.0002 0.000004

STORY1 113 SY 0.0001606 0.4 6.529E-08 0.000168

STORY1 113 SISMOX Max 0.3 0.01455 0.000131 0.000006


STORY1 114 SX 0.5 0.001169 0.0002 4.752E-07

STORY1 114 SY -0.0007475 0.4 3.039E-07 0.000168

STORY1 114 SISMOX Max 0.3 0.01113 0.00013 0.000005


STORY1 115 SX 0.5 0.02509 0.000193 0.00001

STORY1 115 SY -0.01725 0.4 0.000007 0.000165

STORY1 115 SISMOX Max 0.3 0.01472 0.000128 0.000006

STORY1 115 SISMOY Max 0.01213 0.3 0.000005 0.000104

STORY1 116 SX 0.5 -0.02496 0.000202 0.00001

STORY1 116 SY -0.01328 0.4 0.000005 0.000172

STORY1 116 SISMOX Max 0.3 0.02847 0.000134 0.000012

STORY1 116 SISMOY Max 0.008788 0.3 0.000004 0.000109

STORY1 117 SX 0.5 -0.02255 0.00022 0.000009

STORY1 117 SY -0.01562 0.4 0.000006 0.000177





TABLE: Joint Drifts


mm mm

STORY1 117 SISMOX Max 0.4 0.02723 0.000148 0.000011

STORY1 117 SISMOY Max 0.01382 0.3 0.000006 0.000112

STORY1 118 SX 0.5 -0.1 0.000196 0.000025

STORY1 118 SY -0.01114 0.4 0.000005 0.000165

STORY1 118 SISMOX Max 0.3 0.1 0.00013 0.000021

STORY1 118 SISMOY Max 0.008367 0.3 0.000003 0.000104

STORY1 119 SX 0.5 -0.0311 0.000199 0.000013

STORY1 119 SY -0.004489 0.4 0.000002 0.000163

STORY1 119 SISMOX Max 0.3 0.03096 0.000132 0.000013

STORY1 119 SISMOY Max 0.004598 0.3 0.000002 0.000103

STORY1 120 SX 0.5 -0.02554 0.000193 0.00001

STORY1 120 SY -0.007 0.4 0.000003 0.000163

STORY1 120 SISMOX Max 0.3 0.02731 0.000128 0.000011

STORY1 120 SISMOY Max 0.00555 0.3 0.000002 0.000103

STORY1 121 SX 0.5 -0.0149 0.000217 0.000006

STORY1 121 SY 0.01115 0.4 0.000005 0.000162

STORY1 121 SISMOX Max 0.4 0.01963 0.000145 0.000008

STORY1 121 SISMOY Max 0.007222 0.3 0.000003 0.000102

STORY1 122 SX 0.5 -0.02333 0.000205 0.000009

STORY1 122 SY -0.004158 0.4 0.000002 0.000162

STORY1 122 SISMOX Max 0.3 0.02516 0.000136 0.00001

STORY1 122 SISMOY Max 0.004349 0.3 0.000002 0.000102

STORY1 123 SX 0.5 -0.02004 0.000208 0.000008

STORY1 123 SY -0.022 0.4 0.000009 0.000163

STORY1 123 SISMOX Max 0.3 0.02286 0.00014 0.000009

STORY1 123 SISMOY Max 0.01681 0.3 0.000007 0.000102

STORY1 124 SX 0.5 -0.02429 0.000218 0.00001

STORY1 124 SY 0.01093 0.4 0.000004 0.000162

STORY1 124 SISMOX Max 0.4 0.0256 0.000146 0.00001

STORY1 124 SISMOY Max 0.007204 0.3 0.000003 0.000102

STORY1 125 SX 0.5 -0.01153 0.000201 0.000005

STORY1 125 SY -0.008162 0.4 0.000003 0.000163

STORY1 125 SISMOX Max 0.3 0.01801 0.000132 0.000007

STORY1 125 SISMOY Max 0.006004 0.3 0.000002 0.000103

STORY1 126 SX 0.5 -0.01899 0.000203 0.000008

STORY1 126 SY -0.00461 0.4 0.000002 0.000165

STORY1 126 SISMOX Max 0.3 0.02288 0.000135 0.000009

STORY1 126 SISMOY Max 0.003463 0.3 0.000001 0.000104

STORY1 127 SX 0.5 -0.0148 0.000201 0.000006

STORY1 127 SY -0.008202 0.4 0.000003 0.000161

STORY1 127 SISMOX Max 0.3 0.01974 0.000133 0.000008

STORY1 127 SISMOY Max 0.006284 0.2 0.000003 0.000102

STORY1 128 SX 0.5 -0.02003 0.0002 0.000008

STORY1 128 SY -0.01102 0.4 0.000004 0.000164

STORY1 128 SISMOX Max 0.3 0.02328 0.000132 0.000009

STORY1 128 SISMOY Max 0.007993 0.3 0.000003 0.000103





TABLE: Joint Drifts


mm mm

STORY1 129 SX 0.5 -0.01153 0.000204 0.000005

STORY1 129 SY -0.003092 0.4 0.000001 0.000166

STORY1 129 SISMOX Max 0.3 0.0168 0.000136 0.000007

STORY1 129 SISMOY Max 0.004451 0.3 0.000002 0.000104

STORY1 130 SX 0.5 -0.0175 0.000199 0.000007

STORY1 130 SY -0.0003666 0.4 0.000000149 0.000167

STORY1 130 SISMOX Max 0.3 0.02074 0.000132 0.000008

STORY1 130 SISMOY Max 0.002268 0.3 0.000001 0.000105

STORY1 131 SX 0.5 -0.001908 0.000203 0.000001

STORY1 131 SY 0.006045 0.4 0.000002 0.000163

STORY1 131 SISMOX Max 0.3 0.0134 0.000135 0.000005

STORY1 131 SISMOY Max 0.003745 0.3 0.000002 0.000102

STORY1 132 SX 0.5 -0.03023 0.000211 0.000012

STORY1 132 SY -0.03207 0.4 0.000013 0.000161

STORY1 132 SISMOX Max 0.3 0.02949 0.000141 0.000012

STORY1 132 SISMOY Max 0.02364 0.2 0.00001 0.000102

STORY1 133 SX 0.5 -0.004376 0.000198 0.000002

STORY1 133 SY 0.0005592 0.4 2.273E-07 0.000169

STORY1 133 SISMOX Max 0.3 0.01185 0.000131 0.000005


STORY1 134 SX 0.5 -0.01751 0.000207 0.000007

STORY1 134 SY -0.0007673 0.4 3.119E-07 0.000163

STORY1 134 SISMOX Max 0.3 0.02134 0.000138 0.000009

STORY1 134 SISMOY Max 0.003675 0.3 0.000001 0.000103

STORY1 135 SX 0.5 -0.02186 0.000213 0.000009

STORY1 135 SY -0.002735 0.4 0.000001 0.000163

STORY1 135 SISMOX Max 0.4 0.02403 0.000143 0.00001

STORY1 135 SISMOY Max 0.005718 0.3 0.000002 0.000102

STORY1 136 SX 0.5 -0.006835 0.000208 0.000003

STORY1 136 SY 0.0003248 0.4 0.000000132 0.000171

STORY1 136 SISMOX Max 0.3 0.01335 0.000139 0.000005

STORY1 136 SISMOY Max 0.004662 0.3 0.000002 0.000107

STORY1 137 SX 0.6 -0.03185 0.000225 0.000013

STORY1 137 SY 0.02661 0.4 0.000011 0.000163

STORY1 137 SISMOX Max 0.4 0.03069 0.000151 0.000012

STORY1 137 SISMOY Max 0.01642 0.3 0.000007 0.000102

STORY1 138 SX 0.6 0.02026 0.000225 0.000008

STORY1 138 SY -0.02246 0.4 0.000009 0.000164

STORY1 138 SISMOX Max 0.4 0.01 0.000152 0.000004

STORY1 138 SISMOY Max 0.01758 0.3 0.000007 0.000103

STORY1 141 SX 0.5 -0.03541 0.000193 0.000014

STORY1 141 SY 0.01825 0.4 0.000007 0.000168

STORY1 141 SISMOX Max 0.3 0.02785 0.000128 0.000011

STORY1 141 SISMOY Max 0.01135 0.3 0.000005 0.000105

STORY1 142 SX 0.5 -0.02874 0.00021 0.000012

STORY1 142 SY 0.0142 0.4 0.000006 0.000167





TABLE: Joint Drifts


mm mm

STORY1 142 SISMOX Max 0.3 0.02324 0.000139 0.000009

STORY1 142 SISMOY Max 0.008822 0.3 0.000004 0.000105

STORY1 143 SX 0.5 0.001488 0.000205 0.000001

STORY1 143 SY 0.004488 0.4 0.000002 0.000171

STORY1 143 SISMOX Max 0.3 0.002731 0.000136 0.000001

STORY1 143 SISMOY Max 0.002605 0.3 0.000001 0.000108

STORY1 144 SX 0.5 0.01403 0.000221 0.000006

STORY1 144 SY 0.01885 0.4 0.000008 0.000179

STORY1 144 SISMOX Max 0.4 0.005884 0.000149 0.000002

STORY1 144 SISMOY Max 0.01237 0.3 0.000005 0.000113

STORY1 145 SX 0.5 0.1 0.000192 0.000022

STORY1 145 SY 0.01221 0.4 0.000005 0.000167

STORY1 145 SISMOX Max 0.3 0.03353 0.000128 0.000014

STORY1 145 SISMOY Max 0.007613 0.3 0.000003 0.000105

STORY1 146 SX 0.5 0.02092 0.000199 0.000009

STORY1 146 SY 0.00174 0.4 0.000001 0.000164

STORY1 146 SISMOX Max 0.3 0.01079 0.000132 0.000004

STORY1 146 SISMOY Max 0.00281 0.3 0.000001 0.000103

STORY1 147 SX 0.5 0.01534 0.000191 0.000006

STORY1 147 SY 0.003201 0.4 0.000001 0.000164

STORY1 147 SISMOX Max 0.3 0.007366 0.000127 0.000003

STORY1 147 SISMOY Max 0.002737 0.3 0.000001 0.000103

STORY1 148 SX 0.5 0.01312 0.000202 0.000005

STORY1 148 SY 0.006994 0.4 0.000003 0.000164

STORY1 148 SISMOX Max 0.3 0.006256 0.000134 0.000003

STORY1 148 SISMOY Max 0.004411 0.3 0.000002 0.000103

STORY1 149 SX 0.5 -0.004239 0.000205 0.000002

STORY1 149 SY -0.003524 0.4 0.000001 0.000165

STORY1 149 SISMOX Max 0.3 0.008179 0.000136 0.000003

STORY1 149 SISMOY Max 0.002719 0.3 0.000001 0.000104

STORY1 150 SX 0.5 0.0189 0.000211 0.000008

STORY1 150 SY 0.03526 0.4 0.000014 0.000162

STORY1 150 SISMOX Max 0.3 0.009184 0.000142 0.000004

STORY1 150 SISMOY Max 0.02215 0.3 0.000009 0.000102

STORY1 151 SX 0.5 0.01715 0.000209 0.000007

STORY1 151 SY 0.03862 0.4 0.000016 0.000162

STORY1 151 SISMOX Max 0.3 0.008188 0.00014 0.000003

STORY1 151 SISMOY Max 0.0243 0.3 0.00001 0.000102

STORY1 152 SX 0.5 0.008245 0.000209 0.000003

STORY1 152 SY 0.02385 0.4 0.00001 0.000163

STORY1 152 SISMOX Max 0.3 0.004862 0.00014 0.000002

STORY1 152 SISMOY Max 0.01503 0.3 0.000006 0.000103

STORY1 153 SX 0.5 0.01299 0.000219 0.000005

STORY1 153 SY -0.01052 0.4 0.000004 0.000163

STORY1 153 SISMOX Max 0.4 0.006133 0.000146 0.000002

STORY1 153 SISMOY Max 0.009256 0.3 0.000004 0.000102





TABLE: Joint Drifts


mm mm

STORY1 154 SX 0.5 0.003381 0.000218 0.000001

STORY1 154 SY -0.01132 0.4 0.000005 0.000163

STORY1 154 SISMOX Max 0.4 0.005603 0.000146 0.000002

STORY1 154 SISMOY Max 0.009424 0.3 0.000004 0.000102

STORY1 155 SX 0.5 0.01444 0.000205 0.000006

STORY1 155 SY 0.001449 0.4 0.000001 0.000163

STORY1 155 SISMOX Max 0.3 0.006963 0.000136 0.000003

STORY1 155 SISMOY Max 0.002555 0.3 0.000001 0.000103

STORY1 156 SX 0.5 0.007442 0.000199 0.000003

STORY1 156 SY 0.001818 0.4 0.000001 0.000163

STORY1 156 SISMOX Max 0.3 0.004838 0.000132 0.000002

STORY1 156 SISMOY Max 0.002144 0.3 0.000001 0.000102

STORY1 157 SX 0.5 0.01029 0.000198 0.000004

STORY1 157 SY 0.002893 0.4 0.000001 0.000164

STORY1 157 SISMOX Max 0.3 0.005383 0.000131 0.000002

STORY1 157 SISMOY Max 0.002073 0.3 0.000001 0.000103

STORY1 158 SX 0.5 0.002645 0.0002 0.000001

STORY1 158 SY 0.004716 0.4 0.000002 0.000164

STORY1 158 SISMOX Max 0.3 0.005663 0.000132 0.000002

STORY1 158 SISMOY Max 0.002865 0.3 0.000001 0.000103

STORY1 159 SX 0.5 0.009523 0.000205 0.000004

STORY1 159 SY 0.006518 0.4 0.000003 0.000165

STORY1 159 SISMOX Max 0.3 0.00536 0.000135 0.000002

STORY1 159 SISMOY Max 0.003933 0.3 0.000002 0.000104

STORY1 160 SX 0.5 -0.001891 0.000204 0.000001

STORY1 160 SY 0.0001284 0.4 5.218E-08 0.000166

STORY1 160 SISMOX Max 0.3 0.009276 0.000136 0.000004

STORY1 160 SISMOY Max 0.003425 0.3 0.000001 0.000104

STORY1 161 SX 0.5 0.004826 0.000203 0.000002

STORY1 161 SY -0.0003302 0.4 1.342E-07 0.000166

STORY1 161 SISMOX Max 0.3 0.006442 0.000135 0.000003

STORY1 161 SISMOY Max 0.003036 0.3 0.000001 0.000104

STORY1 162 SX 0.5 0.004469 0.000198 0.000002

STORY1 162 SY 0.00132 0.4 0.000001 0.000166

STORY1 162 SISMOX Max 0.3 0.006509 0.000132 0.000003

STORY1 162 SISMOY Max 0.002465 0.3 0.000001 0.000104

STORY1 163 SX 0.5 0.002269 0.000199 0.000001

STORY1 163 SY 0.001237 0.4 0.000001 0.000166

STORY1 163 SISMOX Max 0.3 0.007222 0.000132 0.000003

STORY1 163 SISMOY Max 0.002092 0.3 0.000001 0.000104

STORY1 164 SX 0.5 0.006836 0.000207 0.000003

STORY1 164 SY 0.00008184 0.4 3.327E-08 0.000164

STORY1 164 SISMOX Max 0.3 0.004877 0.000138 0.000002

STORY1 164 SISMOY Max 0.003494 0.3 0.000001 0.000103

STORY1 165 SX 0.5 0.01018 0.000214 0.000004

STORY1 165 SY 0.00381 0.4 0.000002 0.000163





TABLE: Joint Drifts


mm mm

STORY1 165 SISMOX Max 0.4 0.005165 0.000143 0.000002

STORY1 165 SISMOY Max 0.004799 0.3 0.000002 0.000103

STORY1 166 SX 0.6 -0.006647 0.000225 0.000003

STORY1 166 SY 0.002094 0.4 0.000001 0.000174

STORY1 166 SISMOX Max 0.4 0.01343 0.000152 0.000005

STORY1 166 SISMOY Max 0.006344 0.3 0.000003 0.000109

STORY1 169 SX 0.5 -0.02327 0.000203 0.000009

STORY1 169 SY -0.01175 0.4 0.000005 0.000163

STORY1 169 SISMOX Max 0.3 0.02587 0.000135 0.000011

STORY1 169 SISMOY Max 0.008531 0.3 0.000003 0.000103

STORY1 170 SX 0.5 -0.02853 0.000208 0.000012

STORY1 170 SY -0.03585 0.4 0.000015 0.000162

STORY1 170 SISMOX Max 0.3 0.02837 0.00014 0.000012

STORY1 170 SISMOY Max 0.02589 0.2 0.000011 0.000102

STORY1 171 SX 0.5 -0.0004846 0.0002 0.000000197

STORY1 171 SY 0.0003783 0.4 1.538E-07 0.000168

STORY1 171 SISMOX Max 0.3 0.009558 0.000133 0.000004

STORY1 171 SISMOY Max 0.002244 0.3 0.000001 0.000106

STORY1 172 SX 0.5 -0.01046 0.0002 0.000004

STORY1 172 SY -0.0005871 0.4 2.387E-07 0.000168

STORY1 172 SISMOX Max 0.3 0.01556 0.000133 0.000006

STORY1 172 SISMOY Max 0.002436 0.3 0.000001 0.000106

STORY1 173 SX 0.5 -0.0249 0.000193 0.00001

STORY1 173 SY 0.0173 0.4 0.000007 0.000165

STORY1 173 SISMOX Max 0.3 0.01461 0.000128 0.000006

STORY1 173 SISMOY Max 0.01157 0.3 0.000005 0.000104

STORY1 174 SX 0.5 0.02517 0.000202 0.00001

STORY1 174 SY 0.01341 0.4 0.000005 0.000172

STORY1 174 SISMOX Max 0.3 0.02905 0.000134 0.000012

STORY1 174 SISMOY Max 0.008403 0.3 0.000003 0.000108

STORY1 175 SX 0.5 0.02274 0.00022 0.000009

STORY1 175 SY 0.01563 0.4 0.000006 0.000177

STORY1 175 SISMOX Max 0.4 0.0278 0.000148 0.000011

STORY1 175 SISMOY Max 0.013 0.3 0.000005 0.000112

STORY1 176 SX 0.5 0.1 0.000196 0.000025

STORY1 176 SY 0.01121 0.4 0.000005 0.000165

STORY1 176 SISMOX Max 0.3 0.1 0.00013 0.000021

STORY1 176 SISMOY Max 0.007828 0.3 0.000003 0.000104

STORY1 177 SX 0.5 0.03122 0.000199 0.000013

STORY1 177 SY 0.004563 0.4 0.000002 0.000163

STORY1 177 SISMOX Max 0.3 0.03143 0.000132 0.000013

STORY1 177 SISMOY Max 0.004133 0.3 0.000002 0.000102

STORY1 178 SX 0.5 0.02566 0.000193 0.00001

STORY1 178 SY 0.007078 0.4 0.000003 0.000163

STORY1 178 SISMOX Max 0.3 0.02778 0.000128 0.000011

STORY1 178 SISMOY Max 0.005071 0.3 0.000002 0.000103





TABLE: Joint Drifts


mm mm

STORY1 179 SX 0.5 0.01498 0.000217 0.000006

STORY1 179 SY -0.01107 0.4 0.000005 0.000162

STORY1 179 SISMOX Max 0.4 0.02008 0.000145 0.000008

STORY1 179 SISMOY Max 0.007722 0.3 0.000003 0.000102

STORY1 180 SX 0.5 0.02341 0.000205 0.00001

STORY1 180 SY 0.004243 0.4 0.000002 0.000162

STORY1 180 SISMOX Max 0.3 0.0256 0.000136 0.00001

STORY1 180 SISMOY Max 0.003895 0.3 0.000002 0.000102

STORY1 181 SX 0.5 0.02012 0.000209 0.000008

STORY1 181 SY 0.02202 0.4 0.000009 0.000162

STORY1 181 SISMOX Max 0.3 0.0233 0.00014 0.000009

STORY1 181 SISMOY Max 0.01604 0.3 0.000007 0.000102

STORY1 182 SX 0.5 0.02437 0.000218 0.00001

STORY1 182 SY -0.01086 0.4 0.000004 0.000162

STORY1 182 SISMOX Max 0.4 0.02604 0.000146 0.000011

STORY1 182 SISMOY Max 0.007702 0.3 0.000003 0.000102

STORY1 183 SX 0.5 0.01162 0.000201 0.000005

STORY1 183 SY 0.008265 0.4 0.000003 0.000163

STORY1 183 SISMOX Max 0.3 0.01846 0.000133 0.000008

STORY1 183 SISMOY Max 0.005589 0.3 0.000002 0.000102

STORY1 184 SX 0.5 0.01907 0.000203 0.000008

STORY1 184 SY 0.004738 0.4 0.000002 0.000165

STORY1 184 SISMOX Max 0.3 0.02333 0.000135 0.000009

STORY1 184 SISMOY Max 0.003098 0.3 0.000001 0.000103

STORY1 185 SX 0.5 0.01488 0.000201 0.000006

STORY1 185 SY 0.008291 0.4 0.000003 0.000161

STORY1 185 SISMOX Max 0.3 0.02018 0.000133 0.000008

STORY1 185 SISMOY Max 0.005803 0.2 0.000002 0.000101

STORY1 186 SX 0.5 0.02012 0.0002 0.000008

STORY1 186 SY 0.01111 0.4 0.000005 0.000163

STORY1 186 SISMOX Max 0.3 0.02373 0.000132 0.00001

STORY1 186 SISMOY Max 0.007532 0.3 0.000003 0.000103

STORY1 187 SX 0.5 0.01157 0.000204 0.000005

STORY1 187 SY 0.003163 0.4 0.000001 0.000166

STORY1 187 SISMOX Max 0.3 0.01722 0.000136 0.000007

STORY1 187 SISMOY Max 0.004015 0.3 0.000002 0.000104

STORY1 188 SX 0.5 0.01753 0.000199 0.000007

STORY1 188 SY 0.0004603 0.4 1.871E-07 0.000167

STORY1 188 SISMOX Max 0.3 0.02116 0.000132 0.000009

STORY1 188 SISMOY Max 0.002084 0.3 0.000001 0.000105

STORY1 189 SX 0.5 0.002029 0.000203 0.000001

STORY1 189 SY -0.005905 0.4 0.000002 0.000163

STORY1 189 SISMOX Max 0.3 0.01385 0.000135 0.000006

STORY1 189 SISMOY Max 0.00408 0.3 0.000002 0.000102

STORY1 190 SX 0.5 0.03032 0.000211 0.000012

STORY1 190 SY 0.03206 0.4 0.000013 0.000161





TABLE: Joint Drifts


mm mm

STORY1 190 SISMOX Max 0.3 0.02992 0.000142 0.000012

STORY1 190 SISMOY Max 0.02278 0.2 0.000009 0.000101

STORY1 191 SX 0.5 0.004369 0.000198 0.000002

STORY1 191 SY -0.0004383 0.4 1.782E-07 0.000169

STORY1 191 SISMOX Max 0.3 0.01224 0.000131 0.000005


STORY1 192 SX 0.5 0.01759 0.000207 0.000007

STORY1 192 SY 0.0008398 0.4 3.414E-07 0.000163

STORY1 192 SISMOX Max 0.3 0.02179 0.000138 0.000009

STORY1 192 SISMOY Max 0.003397 0.3 0.000001 0.000102

STORY1 193 SX 0.5 0.02194 0.000213 0.000009

STORY1 193 SY 0.002778 0.4 0.000001 0.000162

STORY1 193 SISMOX Max 0.4 0.02447 0.000143 0.00001

STORY1 193 SISMOY Max 0.005237 0.3 0.000002 0.000102

STORY1 194 SX 0.5 0.006832 0.000208 0.000003

STORY1 194 SY -0.0002784 0.4 1.132E-07 0.000171

STORY1 194 SISMOX Max 0.3 0.01375 0.000139 0.000006

STORY1 194 SISMOY Max 0.004435 0.3 0.000002 0.000107

STORY1 195 SX 0.6 0.03193 0.000225 0.000013

STORY1 195 SY -0.02657 0.4 0.000011 0.000163

STORY1 195 SISMOX Max 0.4 0.03113 0.000151 0.000013

STORY1 195 SISMOY Max 0.01715 0.3 0.000007 0.000102

STORY1 196 SX 0.6 -0.02036 0.000225 0.000008

STORY1 196 SY 0.02246 0.4 0.000009 0.000164

STORY1 196 SISMOX Max 0.4 0.009908 0.000152 0.000004

STORY1 196 SISMOY Max 0.01668 0.3 0.000007 0.000103

STORY1 199 SX 0.5 0.03521 0.000193 0.000014

STORY1 199 SY -0.01819 0.4 0.000007 0.000168

STORY1 199 SISMOX Max 0.3 0.02801 0.000128 0.000011

STORY1 199 SISMOY Max 0.01184 0.3 0.000005 0.000105

STORY1 200 SX 0.5 0.02854 0.00021 0.000012

STORY1 200 SY -0.0141 0.4 0.000006 0.000167

STORY1 200 SISMOX Max 0.3 0.0234 0.000139 0.00001

STORY1 200 SISMOY Max 0.009306 0.3 0.000004 0.000105

STORY1 201 SX 0.5 -0.001678 0.000205 0.000001

STORY1 201 SY -0.004365 0.4 0.000002 0.000171

STORY1 201 SISMOX Max 0.3 0.002985 0.000136 0.000001

STORY1 201 SISMOY Max 0.00297 0.3 0.000001 0.000108

STORY1 202 SX 0.5 -0.01421 0.000222 0.000006

STORY1 202 SY -0.0188 0.4 0.000008 0.000179

STORY1 202 SISMOX Max 0.4 0.005871 0.000149 0.000002

STORY1 202 SISMOY Max 0.01302 0.3 0.000005 0.000113

STORY1 203 SX 0.5 -0.1 0.000193 0.000022

STORY1 203 SY -0.01214 0.4 0.000005 0.000167

STORY1 203 SISMOX Max 0.3 0.03341 0.000128 0.000014

STORY1 203 SISMOY Max 0.008086 0.3 0.000003 0.000105





TABLE: Joint Drifts


mm mm

STORY1 204 SX 0.5 -0.02105 0.000199 0.000009

STORY1 204 SY -0.001677 0.4 0.000001 0.000164

STORY1 204 SISMOX Max 0.3 0.01069 0.000132 0.000004

STORY1 204 SISMOY Max 0.002865 0.3 0.000001 0.000103

STORY1 205 SX 0.5 -0.01547 0.000191 0.000006

STORY1 205 SY -0.003141 0.4 0.000001 0.000164

STORY1 205 SISMOX Max 0.3 0.007322 0.000127 0.000003

STORY1 205 SISMOY Max 0.002991 0.3 0.000001 0.000103

STORY1 206 SX 0.5 -0.01326 0.000202 0.000005

STORY1 206 SY -0.006906 0.4 0.000003 0.000164

STORY1 206 SISMOX Max 0.3 0.00625 0.000134 0.000003

STORY1 206 SISMOY Max 0.00482 0.3 0.000002 0.000103

STORY1 207 SX 0.5 0.004078 0.000205 0.000002

STORY1 207 SY 0.003638 0.4 0.000001 0.000165

STORY1 207 SISMOX Max 0.3 0.00845 0.000136 0.000003

STORY1 207 SISMOY Max 0.002342 0.3 0.000001 0.000104

STORY1 208 SX 0.5 -0.01899 0.000211 0.000008

STORY1 208 SY -0.03521 0.4 0.000014 0.000162

STORY1 208 SISMOX Max 0.3 0.009104 0.000142 0.000004

STORY1 208 SISMOY Max 0.02285 0.3 0.000009 0.000102

STORY1 209 SX 0.5 -0.01724 0.000209 0.000007

STORY1 209 SY -0.03856 0.4 0.000016 0.000162

STORY1 209 SISMOX Max 0.3 0.008132 0.00014 0.000003

STORY1 209 SISMOY Max 0.02497 0.3 0.00001 0.000102

STORY1 210 SX 0.5 -0.008333 0.000209 0.000003

STORY1 210 SY -0.0238 0.4 0.00001 0.000163

STORY1 210 SISMOX Max 0.3 0.00506 0.00014 0.000002

STORY1 210 SISMOY Max 0.01566 0.3 0.000006 0.000102

STORY1 211 SX 0.5 -0.01308 0.000219 0.000005

STORY1 211 SY 0.01057 0.4 0.000004 0.000163

STORY1 211 SISMOX Max 0.4 0.006165 0.000147 0.000003

STORY1 211 SISMOY Max 0.008582 0.3 0.000003 0.000102

STORY1 212 SX 0.5 -0.00347 0.000218 0.000001

STORY1 212 SY 0.01137 0.4 0.000005 0.000163

STORY1 212 SISMOX Max 0.4 0.005907 0.000146 0.000002

STORY1 212 SISMOY Max 0.00877 0.3 0.000004 0.000102

STORY1 213 SX 0.5 -0.01453 0.000205 0.000006

STORY1 213 SY -0.001364 0.4 0.000001 0.000163

STORY1 213 SISMOX Max 0.3 0.006955 0.000136 0.000003

STORY1 213 SISMOY Max 0.002583 0.3 0.000001 0.000102

STORY1 214 SX 0.5 -0.00754 0.000199 0.000003

STORY1 214 SY -0.001728 0.4 0.000001 0.000163

STORY1 214 SISMOX Max 0.3 0.005049 0.000132 0.000002

STORY1 214 SISMOY Max 0.00227 0.3 0.000001 0.000102

STORY1 215 SX 0.5 -0.01039 0.000198 0.000004

STORY1 215 SY -0.00278 0.4 0.000001 0.000164





TABLE: Joint Drifts


mm mm

STORY1 215 SISMOX Max 0.3 0.005492 0.000131 0.000002

STORY1 215 SISMOY Max 0.002345 0.3 0.000001 0.000103

STORY1 216 SX 0.5 -0.002754 0.0002 0.000001

STORY1 216 SY -0.004589 0.4 0.000002 0.000164

STORY1 216 SISMOX Max 0.3 0.005966 0.000132 0.000002

STORY1 216 SISMOY Max 0.003214 0.3 0.000001 0.000103

STORY1 217 SX 0.5 -0.009635 0.000205 0.000004

STORY1 217 SY -0.006391 0.4 0.000003 0.000165

STORY1 217 SISMOX Max 0.3 0.005489 0.000135 0.000002

STORY1 217 SISMOY Max 0.004288 0.3 0.000002 0.000104

STORY1 218 SX 0.5 0.001846 0.000204 0.000001

STORY1 218 SY -0.00006437 0.4 2.617E-08 0.000166

STORY1 218 SISMOX Max 0.3 0.009633 0.000136 0.000004

STORY1 218 SISMOY Max 0.003244 0.3 0.000001 0.000104

STORY1 219 SX 0.5 -0.004874 0.000203 0.000002

STORY1 219 SY 0.0004056 0.4 1.649E-07 0.000166

STORY1 219 SISMOX Max 0.3 0.006755 0.000135 0.000003

STORY1 219 SISMOY Max 0.002823 0.3 0.000001 0.000104

STORY1 220 SX 0.5 -0.004518 0.000198 0.000002

STORY1 220 SY -0.00124 0.4 0.000001 0.000166

STORY1 220 SISMOX Max 0.3 0.006826 0.000132 0.000003

STORY1 220 SISMOY Max 0.002492 0.3 0.000001 0.000104

STORY1 221 SX 0.5 -0.002318 0.000199 0.000001

STORY1 221 SY -0.001145 0.4 4.656E-07 0.000166

STORY1 221 SISMOX Max 0.3 0.007562 0.000132 0.000003

STORY1 221 SISMOY Max 0.002137 0.3 0.000001 0.000104

STORY1 222 SX 0.5 -0.006926 0.000207 0.000003

STORY1 222 SY -0.0000172 0.4 6.991E-09 0.000164

STORY1 222 SISMOX Max 0.3 0.005115 0.000138 0.000002

STORY1 222 SISMOY Max 0.003303 0.3 0.000001 0.000103

STORY1 223 SX 0.5 -0.01027 0.000214 0.000004

STORY1 223 SY -0.003758 0.4 0.000002 0.000163

STORY1 223 SISMOX Max 0.4 0.005292 0.000143 0.000002

STORY1 223 SISMOY Max 0.004921 0.3 0.000002 0.000102

STORY1 224 SX 0.6 0.006647 0.000226 0.000003

STORY1 224 SY -0.002074 0.4 0.000001 0.000174

STORY1 224 SISMOX Max 0.4 0.01384 0.000152 0.000006

STORY1 224 SISMOY Max 0.00618 0.3 0.000003 0.000109

STORY1 225 SX 0.5 0.02338 0.000203 0.00001

STORY1 225 SY 0.01184 0.4 0.000005 0.000163

STORY1 225 SISMOX Max 0.3 0.02634 0.000135 0.000011

STORY1 225 SISMOY Max 0.00803 0.3 0.000003 0.000102

STORY1 226 SX 0.5 0.02861 0.000208 0.000012

STORY1 226 SY 0.03584 0.4 0.000015 0.000161

STORY1 226 SISMOX Max 0.3 0.02881 0.00014 0.000012

STORY1 226 SISMOY Max 0.02505 0.2 0.00001 0.000101





TABLE: Joint Drifts


mm mm

STORY1 227 SX 0.5 0.0004699 0.0002 0.000000191

STORY1 227 SY -0.0002857 0.4 1.161E-07 0.000168

STORY1 227 SISMOX Max 0.3 0.009939 0.000133 0.000004

STORY1 227 SISMOY Max 0.002153 0.3 0.000001 0.000105

STORY1 228 SX 0.5 0.01046 0.0002 0.000004

STORY1 228 SY 0.000676 0.4 2.748E-07 0.000168

STORY1 228 SISMOX Max 0.3 0.01596 0.000133 0.000006

STORY1 228 SISMOY Max 0.002219 0.3 0.000001 0.000106

STORY1 229 SX 0.5 -0.01368 0.000203 0.000006

STORY1 229 SY 0.0002317 0.4 9.417E-08 0.000163

STORY1 229 SISMOX Max 0.3 0.02162 0.000134 0.000009


STORY1 230 SX 0.5 -0.0004018 0.000203 1.633E-07

STORY1 230 SY 0.0001453 0.4 5.908E-08 0.000163

STORY1 230 SISMOX Max 0.3 0.01409 0.000135 0.000006


STORY1 231 SX 0.5 0.01385 0.000203 0.000006

STORY1 231 SY -0.0001062 0.4 4.317E-08 0.000162

STORY1 231 SISMOX Max 0.3 0.02213 0.000134 0.000009


STORY1 232 SX 0.5 0.0005652 0.000203 2.298E-07

STORY1 232 SY -0.000008815 0.4 0 0.000162

STORY1 232 SISMOX Max 0.3 0.01457 0.000135 0.000006


BASE 3 SX 0 0 0 0

BASE 3 SY 0 0 0 0

BASE 3 SISMOX Max 0 0 0 0

BASE 3 SISMOY Max 0 0 0 0

BASE 4 SX 0 0 0 0

BASE 4 SY 0 0 0 0



BASE 5 SX 0 0 0 0

BASE 5 SY 0 0 0 0



BASE 6 SX 0 0 0 0

BASE 6 SY 0 0 0 0



BASE 7 SX 0 0 0 0

BASE 7 SY 0 0 0 0



BASE 8 SX 0 0 0 0

BASE 8 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 9 SX 0 0 0 0

BASE 9 SY 0 0 0 0



BASE 10 SX 0 0 0 0

BASE 10 SY 0 0 0 0



BASE 11 SX 0 0 0 0

BASE 11 SY 0 0 0 0



BASE 12 SX 0 0 0 0

BASE 12 SY 0 0 0 0



BASE 13 SX 0 0 0 0

BASE 13 SY 0 0 0 0



BASE 14 SX 0 0 0 0

BASE 14 SY 0 0 0 0



BASE 15 SX 0 0 0 0

BASE 15 SY 0 0 0 0



BASE 16 SX 0 0 0 0

BASE 16 SY 0 0 0 0



BASE 17 SX 0 0 0 0

BASE 17 SY 0 0 0 0



BASE 18 SX 0 0 0 0

BASE 18 SY 0 0 0 0



BASE 19 SX 0 0 0 0

BASE 19 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 20 SX 0 0 0 0

BASE 20 SY 0 0 0 0



BASE 21 SX 0 0 0 0

BASE 21 SY 0 0 0 0



BASE 22 SX 0 0 0 0

BASE 22 SY 0 0 0 0



BASE 23 SX 0 0 0 0

BASE 23 SY 0 0 0 0



BASE 24 SX 0 0 0 0

BASE 24 SY 0 0 0 0



BASE 25 SX 0 0 0 0

BASE 25 SY 0 0 0 0



BASE 26 SX 0 0 0 0

BASE 26 SY 0 0 0 0



BASE 27 SX 0 0 0 0

BASE 27 SY 0 0 0 0



BASE 28 SX 0 0 0 0

BASE 28 SY 0 0 0 0



BASE 29 SX 0 0 0 0

BASE 29 SY 0 0 0 0



BASE 30 SX 0 0 0 0

BASE 30 SY 0 0 0 0



BASE 31 SX 0 0 0 0

BASE 31 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 32 SX 0 0 0 0

BASE 32 SY 0 0 0 0



BASE 33 SX 0 0 0 0

BASE 33 SY 0 0 0 0



BASE 34 SX 0 0 0 0

BASE 34 SY 0 0 0 0



BASE 35 SX 0 0 0 0

BASE 35 SY 0 0 0 0



BASE 36 SX 0 0 0 0

BASE 36 SY 0 0 0 0



BASE 37 SX 0 0 0 0

BASE 37 SY 0 0 0 0



BASE 38 SX 0 0 0 0

BASE 38 SY 0 0 0 0



BASE 39 SX 0 0 0 0

BASE 39 SY 0 0 0 0



BASE 40 SX 0 0 0 0

BASE 40 SY 0 0 0 0



BASE 41 SX 0 0 0 0

BASE 41 SY 0 0 0 0



BASE 42 SX 0 0 0 0

BASE 42 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 43 SX 0 0 0 0

BASE 43 SY 0 0 0 0



BASE 44 SX 0 0 0 0

BASE 44 SY 0 0 0 0



BASE 45 SX 0 0 0 0

BASE 45 SY 0 0 0 0



BASE 46 SX 0 0 0 0

BASE 46 SY 0 0 0 0



BASE 47 SX 0 0 0 0

BASE 47 SY 0 0 0 0



BASE 48 SX 0 0 0 0

BASE 48 SY 0 0 0 0



BASE 49 SX 0 0 0 0

BASE 49 SY 0 0 0 0



BASE 50 SX 0 0 0 0

BASE 50 SY 0 0 0 0



BASE 51 SX 0 0 0 0

BASE 51 SY 0 0 0 0



BASE 52 SX 0 0 0 0

BASE 52 SY 0 0 0 0



BASE 53 SX 0 0 0 0

BASE 53 SY 0 0 0 0



BASE 54 SX 0 0 0 0

BASE 54 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 55 SX 0 0 0 0

BASE 55 SY 0 0 0 0



BASE 56 SX 0 0 0 0

BASE 56 SY 0 0 0 0



BASE 57 SX 0 0 0 0

BASE 57 SY 0 0 0 0



BASE 58 SX 0 0 0 0

BASE 58 SY 0 0 0 0



BASE 59 SX 0 0 0 0

BASE 59 SY 0 0 0 0



BASE 60 SX 0 0 0 0

BASE 60 SY 0 0 0 0



BASE 61 SX 0 0 0 0

BASE 61 SY 0 0 0 0



BASE 62 SX 0 0 0 0

BASE 62 SY 0 0 0 0



BASE 63 SX 0 0 0 0

BASE 63 SY 0 0 0 0



BASE 64 SX 0 0 0 0

BASE 64 SY 0 0 0 0



BASE 65 SX 0 0 0 0

BASE 65 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 66 SX 0 0 0 0

BASE 66 SY 0 0 0 0



BASE 67 SX 0 0 0 0

BASE 67 SY 0 0 0 0



BASE 68 SX 0 0 0 0

BASE 68 SY 0 0 0 0



BASE 69 SX 0 0 0 0

BASE 69 SY 0 0 0 0



BASE 70 SX 0 0 0 0

BASE 70 SY 0 0 0 0



BASE 71 SX 0 0 0 0

BASE 71 SY 0 0 0 0



BASE 72 SX 0 0 0 0

BASE 72 SY 0 0 0 0



BASE 73 SX 0 0 0 0

BASE 73 SY 0 0 0 0



BASE 74 SX 0 0 0 0

BASE 74 SY 0 0 0 0



BASE 75 SX 0 0 0 0

BASE 75 SY 0 0 0 0



BASE 76 SX 0 0 0 0

BASE 76 SY 0 0 0 0



BASE 77 SX 0 0 0 0

BASE 77 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 78 SX 0 0 0 0

BASE 78 SY 0 0 0 0



BASE 79 SX 0 0 0 0

BASE 79 SY 0 0 0 0



BASE 80 SX 0 0 0 0

BASE 80 SY 0 0 0 0



BASE 81 SX 0 0 0 0

BASE 81 SY 0 0 0 0



BASE 82 SX 0 0 0 0

BASE 82 SY 0 0 0 0



BASE 85 SX 0 0 0 0

BASE 85 SY 0 0 0 0



BASE 86 SX 0 0 0 0

BASE 86 SY 0 0 0 0



BASE 87 SX 0 0 0 0

BASE 87 SY 0 0 0 0



BASE 88 SX 0 0 0 0

BASE 88 SY 0 0 0 0



BASE 89 SX 0 0 0 0

BASE 89 SY 0 0 0 0



BASE 90 SX 0 0 0 0

BASE 90 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 91 SX 0 0 0 0

BASE 91 SY 0 0 0 0



BASE 92 SX 0 0 0 0

BASE 92 SY 0 0 0 0



BASE 93 SX 0 0 0 0

BASE 93 SY 0 0 0 0



BASE 94 SX 0 0 0 0

BASE 94 SY 0 0 0 0



BASE 95 SX 0 0 0 0

BASE 95 SY 0 0 0 0



BASE 96 SX 0 0 0 0

BASE 96 SY 0 0 0 0



BASE 97 SX 0 0 0 0

BASE 97 SY 0 0 0 0



BASE 98 SX 0 0 0 0

BASE 98 SY 0 0 0 0



BASE 99 SX 0 0 0 0

BASE 99 SY 0 0 0 0



BASE 100 SX 0 0 0 0

BASE 100 SY 0 0 0 0



BASE 101 SX 0 0 0 0

BASE 101 SY 0 0 0 0



BASE 102 SX 0 0 0 0

BASE 102 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 103 SX 0 0 0 0

BASE 103 SY 0 0 0 0



BASE 104 SX 0 0 0 0

BASE 104 SY 0 0 0 0



BASE 105 SX 0 0 0 0

BASE 105 SY 0 0 0 0



BASE 106 SX 0 0 0 0

BASE 106 SY 0 0 0 0



BASE 107 SX 0 0 0 0

BASE 107 SY 0 0 0 0



BASE 108 SX 0 0 0 0

BASE 108 SY 0 0 0 0



BASE 109 SX 0 0 0 0

BASE 109 SY 0 0 0 0



BASE 110 SX 0 0 0 0

BASE 110 SY 0 0 0 0



BASE 111 SX 0 0 0 0

BASE 111 SY 0 0 0 0



BASE 112 SX 0 0 0 0

BASE 112 SY 0 0 0 0



BASE 113 SX 0 0 0 0

BASE 113 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 114 SX 0 0 0 0

BASE 114 SY 0 0 0 0



BASE 115 SX 0 0 0 0

BASE 115 SY 0 0 0 0



BASE 116 SX 0 0 0 0

BASE 116 SY 0 0 0 0



BASE 117 SX 0 0 0 0

BASE 117 SY 0 0 0 0



BASE 118 SX 0 0 0 0

BASE 118 SY 0 0 0 0



BASE 119 SX 0 0 0 0

BASE 119 SY 0 0 0 0



BASE 120 SX 0 0 0 0

BASE 120 SY 0 0 0 0



BASE 121 SX 0 0 0 0

BASE 121 SY 0 0 0 0



BASE 122 SX 0 0 0 0

BASE 122 SY 0 0 0 0



BASE 123 SX 0 0 0 0

BASE 123 SY 0 0 0 0



BASE 124 SX 0 0 0 0

BASE 124 SY 0 0 0 0



BASE 125 SX 0 0 0 0

BASE 125 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 126 SX 0 0 0 0

BASE 126 SY 0 0 0 0



BASE 127 SX 0 0 0 0

BASE 127 SY 0 0 0 0



BASE 128 SX 0 0 0 0

BASE 128 SY 0 0 0 0



BASE 129 SX 0 0 0 0

BASE 129 SY 0 0 0 0



BASE 130 SX 0 0 0 0

BASE 130 SY 0 0 0 0



BASE 131 SX 0 0 0 0

BASE 131 SY 0 0 0 0



BASE 132 SX 0 0 0 0

BASE 132 SY 0 0 0 0



BASE 133 SX 0 0 0 0

BASE 133 SY 0 0 0 0



BASE 134 SX 0 0 0 0

BASE 134 SY 0 0 0 0



BASE 135 SX 0 0 0 0

BASE 135 SY 0 0 0 0



BASE 136 SX 0 0 0 0

BASE 136 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 137 SX 0 0 0 0

BASE 137 SY 0 0 0 0



BASE 138 SX 0 0 0 0

BASE 138 SY 0 0 0 0



BASE 141 SX 0 0 0 0

BASE 141 SY 0 0 0 0



BASE 142 SX 0 0 0 0

BASE 142 SY 0 0 0 0



BASE 143 SX 0 0 0 0

BASE 143 SY 0 0 0 0



BASE 144 SX 0 0 0 0

BASE 144 SY 0 0 0 0



BASE 145 SX 0 0 0 0

BASE 145 SY 0 0 0 0



BASE 146 SX 0 0 0 0

BASE 146 SY 0 0 0 0



BASE 147 SX 0 0 0 0

BASE 147 SY 0 0 0 0



BASE 148 SX 0 0 0 0

BASE 148 SY 0 0 0 0



BASE 149 SX 0 0 0 0

BASE 149 SY 0 0 0 0



BASE 150 SX 0 0 0 0

BASE 150 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 151 SX 0 0 0 0

BASE 151 SY 0 0 0 0



BASE 152 SX 0 0 0 0

BASE 152 SY 0 0 0 0



BASE 153 SX 0 0 0 0

BASE 153 SY 0 0 0 0



BASE 154 SX 0 0 0 0

BASE 154 SY 0 0 0 0



BASE 155 SX 0 0 0 0

BASE 155 SY 0 0 0 0



BASE 156 SX 0 0 0 0

BASE 156 SY 0 0 0 0



BASE 157 SX 0 0 0 0

BASE 157 SY 0 0 0 0



BASE 158 SX 0 0 0 0

BASE 158 SY 0 0 0 0



BASE 159 SX 0 0 0 0

BASE 159 SY 0 0 0 0



BASE 160 SX 0 0 0 0

BASE 160 SY 0 0 0 0



BASE 161 SX 0 0 0 0

BASE 161 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 162 SX 0 0 0 0

BASE 162 SY 0 0 0 0



BASE 163 SX 0 0 0 0

BASE 163 SY 0 0 0 0



BASE 164 SX 0 0 0 0

BASE 164 SY 0 0 0 0



BASE 165 SX 0 0 0 0

BASE 165 SY 0 0 0 0



BASE 166 SX 0 0 0 0

BASE 166 SY 0 0 0 0



BASE 169 SX 0 0 0 0

BASE 169 SY 0 0 0 0



BASE 170 SX 0 0 0 0

BASE 170 SY 0 0 0 0



BASE 171 SX 0 0 0 0

BASE 171 SY 0 0 0 0



BASE 172 SX 0 0 0 0

BASE 172 SY 0 0 0 0



BASE 173 SX 0 0 0 0

BASE 173 SY 0 0 0 0



BASE 174 SX 0 0 0 0

BASE 174 SY 0 0 0 0



BASE 175 SX 0 0 0 0

BASE 175 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 176 SX 0 0 0 0

BASE 176 SY 0 0 0 0



BASE 177 SX 0 0 0 0

BASE 177 SY 0 0 0 0



BASE 178 SX 0 0 0 0

BASE 178 SY 0 0 0 0



BASE 179 SX 0 0 0 0

BASE 179 SY 0 0 0 0



BASE 180 SX 0 0 0 0

BASE 180 SY 0 0 0 0



BASE 181 SX 0 0 0 0

BASE 181 SY 0 0 0 0



BASE 182 SX 0 0 0 0

BASE 182 SY 0 0 0 0



BASE 183 SX 0 0 0 0

BASE 183 SY 0 0 0 0



BASE 184 SX 0 0 0 0

BASE 184 SY 0 0 0 0



BASE 185 SX 0 0 0 0

BASE 185 SY 0 0 0 0



BASE 186 SX 0 0 0 0

BASE 186 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 187 SX 0 0 0 0

BASE 187 SY 0 0 0 0



BASE 188 SX 0 0 0 0

BASE 188 SY 0 0 0 0



BASE 189 SX 0 0 0 0

BASE 189 SY 0 0 0 0



BASE 190 SX 0 0 0 0

BASE 190 SY 0 0 0 0



BASE 191 SX 0 0 0 0

BASE 191 SY 0 0 0 0



BASE 192 SX 0 0 0 0

BASE 192 SY 0 0 0 0



BASE 193 SX 0 0 0 0

BASE 193 SY 0 0 0 0



BASE 194 SX 0 0 0 0

BASE 194 SY 0 0 0 0



BASE 195 SX 0 0 0 0

BASE 195 SY 0 0 0 0



BASE 196 SX 0 0 0 0

BASE 196 SY 0 0 0 0



BASE 199 SX 0 0 0 0

BASE 199 SY 0 0 0 0



BASE 200 SX 0 0 0 0

BASE 200 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 201 SX 0 0 0 0

BASE 201 SY 0 0 0 0



BASE 202 SX 0 0 0 0

BASE 202 SY 0 0 0 0



BASE 203 SX 0 0 0 0

BASE 203 SY 0 0 0 0



BASE 204 SX 0 0 0 0

BASE 204 SY 0 0 0 0



BASE 205 SX 0 0 0 0

BASE 205 SY 0 0 0 0



BASE 206 SX 0 0 0 0

BASE 206 SY 0 0 0 0



BASE 207 SX 0 0 0 0

BASE 207 SY 0 0 0 0



BASE 208 SX 0 0 0 0

BASE 208 SY 0 0 0 0



BASE 209 SX 0 0 0 0

BASE 209 SY 0 0 0 0



BASE 210 SX 0 0 0 0

BASE 210 SY 0 0 0 0



BASE 211 SX 0 0 0 0

BASE 211 SY 0 0 0 0







TABLE: Joint Drifts


mm mm

BASE 212 SX 0 0 0 0

BASE 212 SY 0 0 0 0



BASE 213 SX 0 0 0 0

BASE 213 SY 0 0 0 0



BASE 214 SX 0 0 0 0

BASE 214 SY 0 0 0 0



BASE 215 SX 0 0 0 0

BASE 215 SY 0 0 0 0



BASE 216 SX 0 0 0 0

BASE 216 SY 0 0 0 0



BASE 217 SX 0 0 0 0

BASE 217 SY 0 0 0 0



BASE 218 SX 0 0 0 0

BASE 218 SY 0 0 0 0



BASE 219 SX 0 0 0 0

BASE 219 SY 0 0 0 0



BASE 220 SX 0 0 0 0

BASE 220 SY 0 0 0 0



BASE 221 SX 0 0 0 0

BASE 221 SY 0 0 0 0



BASE 222 SX 0 0 0 0

BASE 222 SY 0 0 0 0



BASE 223 SX 0 0 0 0

BASE 223 SY 0 0 0 0





TABLE: Joint Drifts


mm mm



BASE 224 SX 0 0 0 0

BASE 224 SY 0 0 0 0



BASE 225 SX 0 0 0 0

BASE 225 SY 0 0 0 0



BASE 226 SX 0 0 0 0

BASE 226 SY 0 0 0 0



BASE 227 SX 0 0 0 0

BASE 227 SY 0 0 0 0



BASE 228 SX 0 0 0 0

BASE 228 SY 0 0 0 0








DISEÑO DE CIMENTACION

COMPROBACION CIMENTACION PROYECTO Edificio Multifamiliar La Sultana Yumbo(V)


Referencia: ZP-01

Dimensiones: 65 x 30

Armados: Xi:Ø1/2"c/20 Yi:Ø1/2"c/20

Comprobación Valores Estado

Tensiones sobre el terreno:

Criterio de CYPE Ingenieros

- Tensión media en situaciones persistentes:

Máximo: 2.46 kp/cm²

Calculado: 1.12 kp/cm²

Cumple

- Tensión media en situaciones accidentales sísmicas:

Máximo: 3 kp/cm²


Cumple

- Tensión máxima en situaciones persistentes sin viento:



Cumple

- Tensión máxima en situaciones persistentes con viento:



Cumple

- Tensión máxima en situaciones accidentales sísmicas:



Cumple

Vuelco de la zapata:

Si el % de reserva de seguridad es mayor que cero, quiere decir que los

coeficientes de seguridad al vuelco son mayores que los valores estrictos exigidos para todas las combinaciones de equilibrio.

- En dirección X:

Reserva seguridad: 154.4 %

Cumple

- En dirección Y:


Cumple

Flexión en la zapata:

- En dirección X:

Momento: 0.00 t·m

Cumple

- En dirección Y:

Momento: 2.51 t·m

Cumple

Cortante en la zapata:

- En dirección X:

Cortante: 0.00 t

Cumple

- En dirección Y:

Cortante: 1.98 t

Cumple

Compresión oblicua en la zapata:


Máximo: 630 t/m²

- Situaciones persistentes:

Calculado: 15.79 t/m²

Cumple

- Situaciones accidentales sísmicas:


Cumple

Canto mínimo:

Capítulo C.15.7 (norma NSR-10)

Mínimo: 21 cm

Calculado: 30 cm

Cumple

Espacio para anclar arranques en cimentación:

- M1:

Mínimo: 20 cm

Calculado: 23 cm

Cumple

Cuantía geométrica mínima:

Capítulo C.7.12.2.1 (norma NSR-10)

Mínimo: 0.0018

- Armado inferior dirección X:

Calculado: 0.0021

Cumple

- Armado inferior dirección Y:

Calculado: 0.0021

Cumple

Diámetro mínimo de las barras:

- Parrilla inferior:


Mínimo: 10 mm

Calculado: 12.7 mm

Cumple



Referencia: ZP-01




Separación máxima entre barras:


Máximo: 30 cm


Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple

Separación mínima entre barras:

Criterio de CYPE Ingenieros, basado en: J. Calavera. "Cálculo de Estructuras de Cimentación". Capítulo 3.16

Mínimo: 10 cm


Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple

Longitud de anclaje:

Criterio del libro "Cálculo de estructuras de cimentación", J. Calavera. Ed.

INTEMAC, 1991

Mínimo: 30 cm

- Armado inf. dirección Y hacia arriba:

Calculado: 37 cm

Cumple

- Armado inf. dirección Y hacia abajo:

Calculado: 37 cm

Cumple

Longitud mínima de las patillas:

Mínimo: 20 cm


Calculado: 37 cm

Cumple


Calculado: 37 cm

Cumple

Se cumplen todas las comprobaciones

Información adicional:

- Flexión en la zapata (En dirección X): 0.00

- Relación rotura pésima (En dirección Y): 0.11

- Cortante de agotamiento (En dirección X): 0.00 t

- Cortante de agotamiento (En dirección Y): 74.04 t



Referencia: ZP-02









Cumple


Máximo: 3 kp/cm²


Cumple




Cumple




Cumple




Cumple




- En dirección X:


Cumple

- En dirección Y:


Cumple


- En dirección X:

Momento: 0.00 t·m

Cumple

- En dirección Y:

Momento: 2.32 t·m

Cumple


- En dirección X:

Cortante: 0.00 t

Cumple

- En dirección Y:

Cortante: 3.23 t

Cumple



Máximo: 630 t/m²



Cumple



Cumple

Canto mínimo:


Mínimo: 21 cm

Calculado: 30 cm

Cumple


- M8:

Mínimo: 0 cm

Calculado: 23 cm

Cumple



Mínimo: 0.0018


Calculado: 0.0021

Cumple


Calculado: 0.0021

Cumple




Mínimo: 10 mm

Calculado: 12.7 mm

Cumple



Máximo: 30 cm



Referencia: ZP-02





Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple


Criterio de CYPE Ingenieros, basado en: J. Calavera. "Cálculo de Estructuras de

Cimentación". Capítulo 3.16

Mínimo: 10 cm


Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple



INTEMAC, 1991

Mínimo: 30 cm


Calculado: 40 cm

Cumple


Calculado: 40 cm

Cumple


Mínimo: 20 cm


Calculado: 40 cm

Cumple


Calculado: 40 cm

Cumple









Referencia: ZP-03









Cumple


Máximo: 3 kp/cm²


Cumple




Cumple




Cumple




Cumple




- En dirección X:


Cumple

- En dirección Y:


Cumple


- En dirección X:

Momento: 0.00 t·m

Cumple

- En dirección Y:

Momento: 2.81 t·m

Cumple


- En dirección X:

Cortante: 0.00 t

Cumple

- En dirección Y:

Cortante: 2.23 t

Cumple



Máximo: 630 t/m²



Cumple



Cumple

Canto mínimo:


Mínimo: 21 cm

Calculado: 30 cm

Cumple


- M4:

Mínimo: 20 cm

Calculado: 23 cm

Cumple



Mínimo: 0.0018


Calculado: 0.0021

Cumple


Calculado: 0.0021

Cumple




Mínimo: 10 mm

Calculado: 12.7 mm

Cumple



Máximo: 30 cm



Referencia: ZP-03





Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple




Mínimo: 10 cm


Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple



INTEMAC, 1991

Mínimo: 30 cm


Calculado: 37 cm

Cumple


Calculado: 37 cm

Cumple


Mínimo: 20 cm


Calculado: 37 cm

Cumple


Calculado: 37 cm

Cumple









Referencia: ZP-04









Cumple


Máximo: 3 kp/cm²


Cumple




Cumple




Cumple




Cumple




- En dirección X:


Cumple

- En dirección Y:


Cumple


- En dirección X:

Momento: 0.00 t·m

Cumple

- En dirección Y:

Momento: 2.54 t·m

Cumple


- En dirección X:

Cortante: 0.00 t

Cumple

- En dirección Y:

Cortante: 2.01 t

Cumple



Máximo: 630 t/m²



Cumple



Cumple

Canto mínimo:


Mínimo: 21 cm

Calculado: 30 cm

Cumple


- M31:

Mínimo: 20 cm

Calculado: 23 cm

Cumple



Mínimo: 0.0018


Calculado: 0.0021

Cumple


Calculado: 0.0021

Cumple




Mínimo: 10 mm

Calculado: 12.7 mm

Cumple



Máximo: 30 cm



Referencia: ZP-04





Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple




Mínimo: 10 cm


Calculado: 20 cm

Cumple


Calculado: 20 cm

Cumple



INTEMAC, 1991

Mínimo: 30 cm


Calculado: 37 cm

Cumple


Calculado: 37 cm

Cumple


Mínimo: 20 cm


Calculado: 37 cm

Cumple


Calculado: 37 cm

Cumple










DISEÑO DE PILOTES




VISTA ESTRUCTURA SOBRE PILOTES




PUNTOS Y EJES DE REACCIONES A PILOTES DE UN BLOQUE TIPO

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


TABLE: Joint Reactions

Story

Joint

Label

Load Case

/Combo FX FY FZ

NIVEL APOYO CARGA tonf tonf tonf

PILOTES 3 DEAD 0 0 11.423

PILOTES 3 LIVE 0 0 2.6227

PILOTES 3 SDEAD 0 0 3.6426

PILOTES 3 SISMOX Max 0 0 0.1312

PILOTES 3 SISMOY Max 0 0 13.2141



































OFICINA Calle 3 No. 12‐05 Buga

CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO



Story

Joint

Label

Load Case

/Combo FX FY FZ




PILOTES 11 LIVE 0 0 0.2692PILOTES 11 SDEAD 0 0 0.3739

PILOTES 11 SISMOX Max 0 0 0.1482PILOTES 11 SISMOY Max 0 0 3.8146



































CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO



Story

Joint

Label

Load Case

/Combo FX FY FZ










































CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO



Story

Joint

Label

Load Case

/Combo FX FY FZ



















PILOTES 338 LIVE 0 0 ‐0.0938

PILOTES 338 SDEAD 0 0 ‐0.1302




PILOTES 339 LIVE 0 0 ‐0.1309

PILOTES 339 SDEAD 0 0 ‐0.1818




CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


CHEQUEO DE PILOTES f`c: 210 kg/cm2 D= 30 cms

APOYO D+L Ag 1.2D+1.6L

kg cm2 Kg Kg Kg

3 17688.3 706.86 37110.15 CUMPLE 22275 51954 CUMPLE

4 13339.8 706.86 37110.15 CUMPLE 16741 51954 CUMPLE

5 15447.5 706.86 37110.15 CUMPLE 19481 51954 CUMPLE

6 8979.4 706.86 37110.15 CUMPLE 11318 51954 CUMPLE

7 1319.1 706.86 37110.15 CUMPLE 1727 51954 CUMPLE

8 15327.4 706.86 37110.15 CUMPLE 19290 51954 CUMPLE

9 14056.5 706.86 37110.15 CUMPLE 17703 51954 CUMPLE

10 7534.5 706.86 37110.15 CUMPLE 9490 51954 CUMPLE

(a) Esfuerzos de compresión causados por las cargas gravitacionales (no incluye efectos de hincado):

C.15.11.3 — Esfuerzos axiales máximos – Los esfuerzos axiales máximos admisibles sobre el pilote, o sobre el fuste cuando se trate de pilotes acampanados en su base, son los siguientes:


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO




kg cm2 Kg Kg Kg



11 2275 706.86 37110.15 CUMPLE 2838 51954 CUMPLE

12 7908.5 706.86 37110.15 CUMPLE 9954 51954 CUMPLE

13 27316.8 706.86 37110.15 CUMPLE 34467 51954 CUMPLE

14 7938.7 706.86 37110.15 CUMPLE 9993 51954 CUMPLE

15 2284.6 706.86 37110.15 CUMPLE 2850 51954 CUMPLE

16 7547.1 706.86 37110.15 CUMPLE 9505 51954 CUMPLE

17 14086.8 706.86 37110.15 CUMPLE 17744 51954 CUMPLE

18 15526.7 706.86 37110.15 CUMPLE 19545 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO




kg cm2 Kg Kg Kg



20 19210.1 706.86 37110.15 CUMPLE 24197 51954 CUMPLE

21 6207.1 706.86 37110.15 CUMPLE 7833 51954 CUMPLE

22 1480.9 706.86 37110.15 CUMPLE 1895 51954 CUMPLE

23 6712.3 706.86 37110.15 CUMPLE 8477 51954 CUMPLE

24 37875.2 706.86 37110.15 NO CUMPLE 47893 51954 CUMPLE

25 11310 706.86 37110.15 CUMPLE 14287 51954 CUMPLE

26 8546.7 706.86 37110.15 CUMPLE 10675 51954 CUMPLE

27 12206.2 706.86 37110.15 CUMPLE 15403 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO




kg cm2 Kg Kg Kg



28 12195 706.86 37110.15 CUMPLE 15389 51954 CUMPLE

29 9937.1 706.86 37110.15 CUMPLE 12502 51954 CUMPLE

30 1099.9 706.86 37110.15 CUMPLE 1354 51954 CUMPLE

31 17559.8 706.86 37110.15 CUMPLE 22101 51954 CUMPLE

32 11967.8 706.86 37110.15 CUMPLE 15067 51954 CUMPLE

35 4102.3 706.86 37110.15 CUMPLE 5134 51954 CUMPLE

36 15533.5 706.86 37110.15 CUMPLE 19701 51954 CUMPLE

37 6255.4 706.86 37110.15 CUMPLE 7934 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO




kg cm2 Kg Kg Kg



38 6591.6 706.86 37110.15 CUMPLE 8335 51954 CUMPLE

41 9253.2 706.86 37110.15 CUMPLE 11703 51954 CUMPLE

42 5972.9 706.86 37110.15 CUMPLE 7544 51954 CUMPLE

43 2321.1 706.86 37110.15 CUMPLE 2911 51954 CUMPLE

44 15580 706.86 37110.15 CUMPLE 19759 51954 CUMPLE

45 9302.2 706.86 37110.15 CUMPLE 11765 51954 CUMPLE

46 6001.1 706.86 37110.15 CUMPLE 7579 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO




kg cm2 Kg Kg Kg



47 2319.1 706.86 37110.15 CUMPLE 2908 51954 CUMPLE

48 6491.3 706.86 37110.15 CUMPLE 8231 51954 CUMPLE

49 6602.3 706.86 37110.15 CUMPLE 8348 51954 CUMPLE

51 1363.8 706.86 37110.15 CUMPLE 1722 51954 CUMPLE

52 9419.8 706.86 37110.15 CUMPLE 11845 51954 CUMPLE

53 3476.6 706.86 37110.15 CUMPLE 4395 51954 CUMPLE

54 3540.6 706.86 37110.15 CUMPLE 4474 51954 CUMPLE

55 4059.3 706.86 37110.15 CUMPLE 5080 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO




kg cm2 Kg Kg Kg



56 2384.4 706.86 37110.15 CUMPLE 2981 51954 CUMPLE

57 1409.9 706.86 37110.15 CUMPLE 1797 51954 CUMPLE

58 1393.7 706.86 37110.15 CUMPLE 1776 51954 CUMPLE

338 1299.1 706.86 37110.15 CUMPLE 1521 51954 CUMPLE

339 1780.5 706.86 37110.15 CUMPLE 2084 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

3

4

5

6

7

8

9

10

f`c: 210 kg/cm2 D= 30 cms

fy:

D+L+0.7E 1.2D+1.0L+1E

Kg Kg Kg Kg

26938 48985 CUMPLE 33915.52 51954 CUMPLE

16294 48985 CUMPLE 19861.72 51954 CUMPLE

22296 48985 CUMPLE 27848.7 51954 CUMPLE

10378 48985 CUMPLE 12501.44 51954 CUMPLE

2494 48985 CUMPLE 3189.82 51954 CUMPLE

19330 48985 CUMPLE 23662.6 51954 CUMPLE

27283 48985 CUMPLE 35345.7 51954 CUMPLE

10789 48985 CUMPLE 13466 51954 CUMPLE


(b) Esfuerzos de compresión causados por las cargas gravitacionales más los efectos sísmicos:

4200 kg/cm2

CHEQUEO DE

PILOTES


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

11

12

13

14

15

16

17

18


fy:

D+L+0.7E 1.2D+1.0L+1E

Kg Kg Kg Kg



4200 kg/cm2

CHEQUEO DE

PILOTES

4945 48985 CUMPLE 6490.76 51954 CUMPLE

12591 48985 CUMPLE 15948.14 51954 CUMPLE

30290 48985 CUMPLE 36184.42 51954 CUMPLE

14718 48985 CUMPLE 18976.96 51954 CUMPLE

4679 48985 CUMPLE 6107.28 51954 CUMPLE

11765 48985 CUMPLE 14857.86 51954 CUMPLE

23660 48985 CUMPLE 30160.28 51954 CUMPLE

16027 48985 CUMPLE 18890.08 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

20

21

22

23

24

25

26

27


fy:

D+L+0.7E 1.2D+1.0L+1E

Kg Kg Kg Kg



4200 kg/cm2

CHEQUEO DE

PILOTES

22652 48985 CUMPLE 27397.46 51954 CUMPLE

8555 48985 CUMPLE 10610.36 51954 CUMPLE

2126 48985 CUMPLE 2639.88 51954 CUMPLE

7143 48985 CUMPLE 8458.86 51954 CUMPLE

39313 48985 CUMPLE 46283.28 51954 CUMPLE

13192 48985 CUMPLE 15902.26 51954 CUMPLE

9859 48985 CUMPLE 11921.08 51954 CUMPLE

15652 48985 CUMPLE 19192.02 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

28

29

30

31

32

35

36

37


fy:

D+L+0.7E 1.2D+1.0L+1E

Kg Kg Kg Kg



4200 kg/cm2

CHEQUEO DE

PILOTES

13375 48985 CUMPLE 15941.32 51954 CUMPLE

11281 48985 CUMPLE 13555.8 51954 CUMPLE

1652 48985 CUMPLE 2091.5 51954 CUMPLE

23231 48985 CUMPLE 28659.06 51954 CUMPLE

17789 48985 CUMPLE 22325.24 51954 CUMPLE

5043 48985 CUMPLE 6160.72 51954 CUMPLE

16045 48985 CUMPLE 18841 51954 CUMPLE

7778 48985 CUMPLE 9468.4 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

38

41

42

43

44

45

46


fy:

D+L+0.7E 1.2D+1.0L+1E

Kg Kg Kg Kg



4200 kg/cm2

CHEQUEO DE

PILOTES

8547 48985 CUMPLE 10490.84 51954 CUMPLE

10382 48985 CUMPLE 12416.56 51954 CUMPLE

7553 48985 CUMPLE 9236.34 51954 CUMPLE

3554 48985 CUMPLE 4483.32 51954 CUMPLE

17672 48985 CUMPLE 21152.46 51954 CUMPLE

9761 48985 CUMPLE 11516.9 51954 CUMPLE

6868 48985 CUMPLE 8250.4 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

47

48

49

51

52

53

54

55


fy:

D+L+0.7E 1.2D+1.0L+1E

Kg Kg Kg Kg



4200 kg/cm2

CHEQUEO DE

PILOTES

2503 48985 CUMPLE 2982.52 51954 CUMPLE

9320 48985 CUMPLE 11610 51954 CUMPLE

7547 48985 CUMPLE 9059.54 51954 CUMPLE

1610 48985 CUMPLE 1946.18 51954 CUMPLE

11801 48985 CUMPLE 14434.82 51954 CUMPLE

3544 48985 CUMPLE 4156.66 51954 CUMPLE

4147 48985 CUMPLE 5002.12 51954 CUMPLE

5220 48985 CUMPLE 6425.02 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

56

57

58

338

339


fy:

D+L+0.7E 1.2D+1.0L+1E

Kg Kg Kg Kg



4200 kg/cm2

CHEQUEO DE

PILOTES

2534 48985 CUMPLE 3015.18 51954 CUMPLE

1706 48985 CUMPLE 2062.02 51954 CUMPLE

1677 48985 CUMPLE 2025.62 51954 CUMPLE

1357 48985 CUMPLE 1659.98 51954 CUMPLE

1808 48985 CUMPLE 2202.08 51954 CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

3

4

5

6

7

8

9

10

f`c: 210 kg/cm2 D= 30 cms Refuerzo: 7 Nº5

fy:

Ast: 13.9 cm2

‐1.0D+E

kg kg

1851.5 52655.4

7285.4 52655.4

3304.4 52655.4

5624 52655.4

719.8 52655.4

7367.4 52655.4

6925.8 52655.4

1765.3 52655.4

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE


(c) Esfuerzos de tracción causados por los efectos sísmicos, cuando hay levantamiento (en este caso el pilote debe armarse en toda su longitud, a menos que el estudio geotécnico defina una longitud menor):

2.0% de Ag

CHEQUEO DE

PILOTES 4200 kg/cm2


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

11

12

13

14

15

16

17

18


fy:

Ast: 13.9 cm2

‐1.0D+E

kg kg



2.0% de Ag

CHEQUEO DE

PILOTES 4200 kg/cm2

1808.8 52655.4

60 52655.4

18852.5 52655.4

2912.7 52655.4

1406.6 52655.4

399 52655.4

1688 52655.4

12530.5 52655.4

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

20

21

22

23

24

25

26

27


fy:

Ast: 13.9 cm2

‐1.0D+E

kg kg



2.0% de Ag

CHEQUEO DE

PILOTES 4200 kg/cm2

11430.6 52655.4

1892.9 52655.4

264.1 52655.4

5042.8 52655.4

29715.2 52655.4

6833.3 52655.4

5625.5 52655.4

5394.7 52655.4 CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

28

29

30

31

32

35

36

37


fy:

Ast: 13.9 cm2

‐1.0D+E

kg kg



2.0% de Ag

CHEQUEO DE

PILOTES 4200 kg/cm2

8621.6 52655.4

6572.3 52655.4

225.8 52655.4

6883.7 52655.4

1887 52655.4

2230.5 52655.4

12151.5 52655.4

3012 52655.4

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

38

41

42

43

44

45

46


fy:

Ast: 13.9 cm2

‐1.0D+E

kg kg



2.0% de Ag

CHEQUEO DE

PILOTES 4200 kg/cm2

2735.8 52655.4

6142.4 52655.4

2775.8 52655.4

246.3 52655.4

9934.3 52655.4

7140.5 52655.4

3819.1 52655.4 CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

47

48

49

51

52

53

54

55


fy:

Ast: 13.9 cm2

‐1.0D+E

kg kg



2.0% de Ag

CHEQUEO DE

PILOTES 4200 kg/cm2

1744.5 52655.4

1346.3 52655.4

4190.4 52655.4

797.5 52655.4

4666.1 52655.4

2823.7 52655.4

2112.2 52655.4

1880 52655.4

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE


CEL. 3136536398

DISEÑO DE PILOTES

CARGAS DE GRAVEDAD

PROYECTO


APOYO

56

57

58

338

339


fy:

Ast: 13.9 cm2

‐1.0D+E

kg kg



2.0% de Ag

CHEQUEO DE

PILOTES 4200 kg/cm2

1870.5 52655.4

723.8 52655.4

728.4 52655.4

1310.6 52655.4

1872.1 52655.4

CUMPLE

CUMPLE

CUMPLE

CUMPLE

CUMPLE


CEL. 3136536398

PROYECTO Edificio Multifamiliar La Sultana Yumbo(V)

C.15.11 — Pilotes y cajones de cimentación C.15.11.1 — Alcance – Los requisitos que se presentan en esta sección corresponden a los requerimientos mínimos por razones estructurales de pilotes y cajones de cimentación de concreto, incluyendo pilotes hincados, pilotes vaciados en sitio con camisa de acero, pilotes prebarrenados y cajones de cimentación excavados manual y mecánicamente. Las armaduras mínimas prescritas en la presente sección no cubren los efectos de impacto por hincado, ni las solicitaciones derivadas de empujes laterales y efectos sísmicos sobre los pilotes y cajones de cimentación, los cuales deben ser definidos por el estudio geotécnico de acuerdo con lo establecido en el Título H. C.15.11.2 — Anclaje del refuerzo – El refuerzo longitudinal de los pilotes y cajones de cimentación debe anclarse en la zapata o dado, como mínimo, una distancia igual a la longitud de desarrollo en tracción, sin reducción por refuerzo en exceso, definida en el Capítulo C.12. C.15.11.3 — Esfuerzos axiales máximos – Los esfuerzos axiales máximos admisibles sobre el pilote, o sobre el fuste cuando se trate de pilotes acampanados en su base, son los siguientes: (a) Esfuerzos de compresión causados por las cargas gravitacionales (no incluye efectos de

hincado):

D+ L ≤ 0.25fc′Ag (C.15-2)

1.2D+ 1.6L ≤ 0.35fc′Ag (C.15-3)

(b) Esfuerzos de compresión causados por las cargas gravitacionales más los efectos sísmicos: D+ L + 0.7E ≤ 0.33fc′Ag (C.15-4)

1.2D+ 1.0L + 1.0E ≤ 0.35fc′Ag (C.15-5)

(c) Esfuerzos de tracción causados por los efectos sísmicos, cuando hay levantamiento (en este caso el pilote debe armarse en toda su longitud, a menos que el estudio geotécnico defina una longitud menor): −1.0D+ E ≤ 0.9fyAst (C.15-6)

C.15.11.4 — Esfuerzos de flexión – Cuando el pilote pueda verse sometido a momentos flectores debidos a empujes laterales o a efectos sísmicos, la determinación de los momentos de diseño debe realizarse de acuerdo con las recomendaciones del estudio geotécnico tal como lo indica el Título H. El diseño a flexión del pilote debe realizarse de acuerdo con los requisitos del presente Título C.


C.15.11.5 — Cuantías mínimas y longitudes mínimas de armado – A menos que se requiera un mayor refuerzo de acuerdo con lo indicado en los Artículos C.15.11.3 y C.15.11.4, deben utilizarse las siguientes cuantías y longitudes mínimas de armado: C.15.11.5.1 — Pilotes y cajones de cimentación vaciados in-situ – En los pilotes y cajones de cimentación vaciados en sitio, deben tenerse todas las precauciones para evitar que haya estrangulamientos causados por derrumbes internos dentro del pilote en el momento de vaciar el concreto. Las cuantías mínimas, longitudinales y transversales para pilotes y cajones de cimentación vaciados en sitio son las dadas en la Tabla C.15.11-1. C.21.12 — Cimentaciones de estructuras asignadas a la capacidad especial de disipación de energía (DES) C.21.12.1 — Alcance C.21.12.1.1 — Las cimentaciones que resisten fuerzas sísmicas o que transfieran las fuerzas sísmicas entre la estructura y el terreno en estructuras asignadas a la capacidad de disipación de energía especial (DES), deben cumplir con lo indicado en C.21.12 y con los otros requisitos aplicables del Título H y el Capítulo C.15 del Reglamento NSR-10. C.21.12.1.2 — Los requisitos indicados en esta sección para pilotes, pilas excavadas, cajones de cimentación y losas sobre el terreno complementan otros criterios de diseño y de construcción aplicables del Título C del Reglamento NSR-10. Véanse C.1.1.6 y C.1.1.7. C.1.1.6 — El Título C controla el diseño estructural e instalación de las porciones de pilotes de concreto, pilas excavadas y cajones de cimentación que quedan enterrados en el suelo en el Capítulo C.15. H.4.4 — CIMENTACIONES CON PILOTES La capacidad de un pilote individual debe evaluarse considerando separadamente la fricción lateral y la resistencia por la punta con las teorías convencionales de la mecánica de suelos.


H.4.4.1 — ESTADOS LÍMITES DE FALLA — Se deberá verificar que la cimentación diseñada resulte suficiente para asegurar la estabilidad de la edificación en alguna de las siguientes condiciones: (a) Falla del sistema suelo-zapatas, o suelo-losa de cimentación, despreciando la capacidad de los pilotes, como se indica en H.4.2.1. (b) Falla del sistema suelo-pilotes, despreciando la capacidad del sistema suelo-zapatas o suelo-losa, para lo cual debe considerarse que la carga de falla del sistema es la menor de los siguientes valores: 1) suma de las capacidades de carga de los pilotes individuales; 2) capacidad de carga de un bloque de terreno cuya geometría sea igual a la envolvente del conjunto de pilotes; 3) suma de las capacidades de carga de los diversos grupos de pilotes en que pueda subdividirse la cimentación, teniendo en cuenta la posible reducción por la eficiencia de grupos de pilotes. La capacidad de carga bajo cargas excéntricas se evaluará calculando la distribución de cargas en cada pilote mediante la teoría de la elasticidad, o a partir de un análisis de interacción suelo-estructura. No se tendrá en cuenta la capacidad de carga de los pilotes sometidos a tracción, a menos que se hayan diseñado y construido con ese fin. Además de la capacidad a cargas de gravedad se comprobará la capacidad del suelo para soportar los esfuerzos inducidos por los pilotes o pilas sometidos a fuerzas horizontales, así como la capacidad de estos elementos para transmitir dichas solicitaciones horizontales. Para solicitaciones sísmicas se deberá tener en cuenta que sobre los pilotes actúa, además de la carga sísmica horizontal del edificio, la carga sísmica sobre el suelo que está en contacto con el pilote. Se podrán presentar casos en que los pilotes o pilas proyectados trabajen por punta y fricción, en estos casos se deben hacer los respectivos análisis para compatibilizar las deformaciones de los dos estados límites con factores de seguridad diferenciales. H.4.4.2 — ESTADOS LÍMITES DE SERVICIO —Los asentamientos de cimentaciones con pilotes de fricción bajo cargas de gravedad se estimarán considerando la penetración de los mismos y las deformaciones del suelo que los soporta, así como la fricción negativa. En el cálculo de los movimientos anteriores se tendrá en cuenta las excentricidades de carga. Para pilotes por punta o pilas los asentamientos se calcularán teniendo en cuenta la deformación propia bajo la acción de las cargas, incluyendo si es el caso la fricción negativa, y la de los materiales bajo el nivel de apoyo de las puntas. Deberá comprobarse que no resulten excesivos el desplazamiento lateral ni el giro transitorio de la cimentación bajo la fuerza cortante y el momento de volcamiento sísmico. Las deformaciones permanentes bajo la condición de carga que incluya el efecto del sismo se podrán estimar con métodos de equilibrio límite para condiciones dinámicas. H.4.7.3 — CAPACIDAD PORTANTE POR PRUEBAS DE CARGA Y FACTORES DE SEGURIDAD — La capacidad portante última de cimentaciones profundas se podrá calcular alternativamente, a partir de pruebas de carga debidamente ejecutadas y en número suficiente de pilas o pilotes de acuerdo con lo señalado en la tabla H.4.7-2. En este caso los factores de seguridad mínimos podrán reducirse sin que lleguen a ser inferiores al 80% de los indicados en la tbla 4.7.1.


Tabla H.4.7-2 Número Mínimo de Ensayos de Carga en Pilotes o Pilas para Reducir FSICP

H.8.4.2 — CIMENTACIONES CON PILOTES O PILAS — La colocación de pilotes y pilas se ajustará al proyecto correspondiente, verificando que la profundidad de desplante, el número y el espaciamiento de estos elementos correspondan a lo señalado en los planos estructurales. Los procedimientos para la instalación de pilotes y pilas deberán garantizar la integridad de estos elementos y que no se ocasione daños a las estructuras e instalaciones vecinas por vibraciones o desplazamiento vertical y horizontal del suelo. Cada pilote, sus tramos y las juntas entre estos, en su caso, deberán diseñarse y construirse de modo tal que resistan las fuerzas de compresión y tensión y los momentos flexionantes que resulten del análisis.


RECOMENDACIONES CIMENTACION CON PILOTES

H.8.4.2.1 — Pilas o pilotes fundidos en el sitio — Para este tipo de cimentaciones profundas, el estudio geotécnico deberá definir si la perforación previa será estable en forma natural o si por el contrario se requerirá estabilizarla con lodo bentonítico o polimérico, con entibado ó encamisado. Antes de la fundida, se procederá a la inspección directa o indirecta del fondo de la perforación para verificar que las características del estrato de apoyo son satisfactorias y que todos los materiales derrumbados han sido removidos. La fundida se realizará por procedimientos que eviten la segregación del concreto y la contaminación del mismo con el lodo estabilizador de la perforación o con derrumbes de las paredes de la excavación. Se llevará un registro de la localización de los pilotes o pilas, las dimensiones relevantes de las perforaciones, las fechas de perforación y de fundida, la profundidad y los espesores de los estratos y las características del material de apoyo. Cuando la construcción de una cimentación requiera del uso de lodo bentonítico o polimérico, el constructor no deberá verterlo en el drenaje urbano, por lo que deberá destinar un área para recolectar dicho lodo después de usarlo y transportarlo a algún botadero autorizado por la autoridad ambiental. Cuando se usen pilas con ampliación de base (campana), la perforación de la misma se hará verticalmente en los primeros 20 cm para después formar con la horizontal un ángulo no menor de 60º: el peralte de la campana en el fondo será por lo menos de 20 cm o lo indicado en los planos estructurales. En general no se recomienda construir campanas bajo agua o lodos, a menos que se garantice explícitamente mediante pruebas de integridad, que el concreto colocado en esta zona en donde se desarrolla la capacidad de carga, ofrece las características de durabilidad y sanidad requeridas para un óptimo desempeño estructural durante su vida útil. Dicha condición del proceso constructivo quedará a criterio del ingeniero geotecnista. Otros aspectos a los que deberá prestarse atención son el método y equipo para la eliminación de materiales derrumbados, la duración de la fundida, así como el recubrimiento y la separación mínima del acero de refuerzo con relación al tamaño del agregado. Para desplantar la cimentación sobre el concreto sano de la pila, se deberá dejar en la parte superior una longitud extra de concreto, equivalente al 90% del diámetro de la misma; este concreto, que acarrea las impurezas durante el proceso de fundido, podrá ser removido con equipo neumático hasta 20 cm arriba de la cota de desplante de la cimentación; estos últimos 20 cm se deberán quitar en forma manual procurando que la herramienta de ataque no produzca fisuras en el concreto que recibirá el resto de la cimentación. En el caso de pilas excavadas manualmente y fundidas en seco, la longitud adicional podrá ser hasta de 50% del diámetro de las mismas, evitando remover el concreto de esta parte en estado fresco con el propósito de que el curado del concreto se efectúe en dicha zona. Esta parte se demolerá siguiendo los lineamientos indicados en el punto anterior. En cualquier tipo de pila, será necesario construir una guía antes de iniciar la perforación a fin de preservar la seguridad del personal y la calidad de la pila por construir.


No deberán construirse pilas excavadas manualmente (caissons) de menos de 100 cm de diámetro; para profundidades mayores de 10 m se deben proyectar diámetros mayores que permitan condiciones adecuadas de ventilación y seguridad para el personal. Las pilas o caissons deberán ser construidas con entibado o anillos de concreto, encamisado o estabilizadas con lodos a menos que el estudio del subsuelo muestre que la perforación es estable. Respecto a la localización en planta de las pilas se aceptará una tolerancia del 10% de su diámetro. La tolerancia en la verticalidad de una pila será del 2% de su longitud hasta 25 m de profundidad y del 3% para una mayor profundidad. Como medida de control de calidad y de continuidad de los pilotes fundidos in situ, se recomienda la ejecución de pruebas de integridad (PIT). H.8.4.2.2 — En pilotes de concreto reforzado, se prestará especial atención a los traslapos en el acero de refuerzo longitudinal. Cada pilote deberá tener marcas que indiquen los puntos de izaje, para poder levantarlos de las mesas de fundida, transportarlos e izarlos. El estudio geotécnico deberá definir si se requiere perforación previa, con o sin extracción de suelo, para facilitar la hinca o para minimizar el desplazamiento de los suelos blandos. Se indicará en tal caso el diámetro de la perforación y su profundidad, y si es necesaria la estabilización con lodo bentonítico o polimérico. En pilotes de fricción el diámetro de la perforación previa para facilitar la hinca o para minimizar el desplazamiento de los suelos blandos no deberá ser mayor que el 75% del diámetro o lado del pilote. Si con tal diámetro máximo de la perforación no se logra hacer pasar el pilote a través de capas duras intercaladas, exclusivamente estas deberán limarse con herramientas especiales a un diámetro igual o ligeramente mayor que el del pilote. Antes de proceder al hincado, se verificará la verticalidad de los tramos de pilotes y, en su caso, la de las perforaciones previas. La desviación de la vertical del pilote no deberá ser mayor de 3/100 de su longitud para pilotes con capacidad de carga por punta ni de 6/100 en los otros casos. El equipo de hincado se especificará en términos de su energía en relación con la masa del pilote y del peso de la masa del martillo golpeador en relación con el peso del pilote, tomando muy en cuenta la experiencia local. Además, se especificarán el tipo y espesor de los materiales de amortiguamiento de la cabeza y del yelmo. El equipo de hincado podrá también definirse a partir de un análisis dinámico basado en la ecuación de onda. La posición final de la cabeza de los pilotes no deberá diferir respecto a la de proyecto en más de 20 cm ni de la cuarta parte del ancho del elemento estructural que se apoye sobre ella.

CHEQUEO DE PILOTE PROYECTOEDIFICIO MULTIFAMILIAR LA SULTANA

YUMBO-VALLE

Fck= 2.5 kN/cm² fyk= 500 (nominal)

G= 1.60 rec= 4 cm

DIAMETRO 30 C= 1.50S= 1.15

longitud fuste punta

terreno 1 1.40 1.50 0.45 kN/cm²

terreno 2 1.00 2.00 (tensión máxima de trabajo recomedada en pilotes)

terreno 3 1.00 2.00 2.46 kg/cm²

8D= 2.4 m

por fuste 575por punta 17 por resistencia hormigón

N = 197 kN 318 kN

CON SEGURIDAD 3

N M Pred.cm2 d. sugerido h equiv evert/c Uc Us nmin

197 20 439 23 25.4 0.40 185 6 6ø12 6ø16 6ø20Flexión en mkN (si no hay ponga 0) mínimo 2.3 cm² 2 1 1

ELIJA ARMADO

resistencias

509

descripción

ArcillaArcillafirme

Oficina calle 3 No. 12-05 BugaPágina 1de1




DISEÑO DE MAMPOSTERIA

PROYECTO EDIFICIO MULTIFAMILIAR LA SULTANA YUMBO‐ VALLE

4. CHEQUEO DE MUROS

CALCULO DE LA RIGIDEZ

MURO 1:

ΔMUROH = ΔSOLID – ΔFRANJA + Δ3,4,5

ΔSOLID = 1 = 1 = 0.49 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/4.76)3 + 3 x (2.40/4.76)

ΔSOLID = 0.49

ΔFRANJA = 4 x (1.40/ 4.76 )3 + 3 x (1.4 / 4.76) = 0.98

Δ3,4,5 = 1 .

R3 + R4 +R5

R3(f) = R5(f) = 1 = 1 = 0.03 (H/L)3 + 3 x(H/L) (1.40/0.45)3 + 3 x (1.40/0.45)

R4(f) = 1 = 1 = 0.35 (H/L)3 + 3 x(H/L) (1.40/1.79)3 + 3 x (1.40/1.79)

Δ3,4,5 = 1 = 1 = 2.44

R3 + R4 +R5 0.03+0.03+0.35

ΔMUROH = 0.49 + 2.44 – 0.98 = 1.95

Rx1 = 1 / 1.95 = 0.51


MURO 2:

Rx2 = 1 = 1 = 0.46 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/4.52)3 + 3 x (2.40/4.52)

MURO 3:

ΔMUROH = ΔSOLID – ΔFRANJA + Δ2,3

ΔSOLID = 1 = 1 = 0.17 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.62)3 + 3 x (2.40/2.62) ΔFRANJA = 4 x (1.40/ 2.62 )3 + 3 x (1.40 / 2.62) = 2.21

Δ2,3 = 1 .

R2 + R3

R2(f) = R3(f) = 1 = 1 = 0.05 (H/L)3 + 3 x(H/L) (1.40/0.60)3 + 3 x (1.40/0.60)

Δ,2,3 = 1 = 1 = 10.0

R2 + R3 0.05+0.05

ΔMUROH = 0.17 + 10.0 – 2.21 = 7.96

Rx3 = 1 / 7.96 = 0.126


MURO 4:

Ry4 = 1 = 1 = 0.49 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/4.72)3 + 3 x (2.40/4.72)

MURO 5:



ΔSOLID = 1 = 1 = 0.20 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.79)3 + 3 x (2.40/2.79)

ΔSOLID = 0.20

ΔFRANJA = 4 x (1.4/ 2.79 )3 + 3 x (1.4/ 2.79) = 2.01

Δ2,3 = 1 .

R2 + R3

R2(f) = 1 = 1 = 0.01 (H/L)3 + 3 x(H/L) (1.4/0.29)3 + 3 x (1.4/0.29)

R3(f) = 1 = 1 = 0.32 (H/L)3 + 3 x(H/L) (1.4/1.67)3 + 3 x (1.40/1.67)

Δ2,3 = 1 = 1 = 3.03

R2 + R3 0.01+0.32

ΔMUROH = 0.20 + 3.03 – 2.01 = 1.21

Rx5 = 1 / 1.21 = 0.82

MURO 6:

ΔMUROH = ΔSOLID – ΔFRANJA + Δ3,4,5

ΔSOLID = 1 = 1 = 0.46 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/4.52)3 + 3 x (2.40/4.52)


ΔSOLID = 0.46

ΔFRANJA = 4 x (1.4/ 4.52 )3 + 3 x (1.4 / 4.52) = 1.05

Δ3,4,5 = 1 .

R3 + R4+R5

R3(f) = R5(f)= 1 = 1 = 0.20 (H/L)3 + 3 x(H/L) (1.4/1.22)3 + 3 x (1.4/1.22)

R4(f) = 1 = 1 = 0.03 (H/L)3 + 3 x(H/L) (1.4/0.48)3 + 3 x (1.40/0.48)

Δ2,3 = 1 _= 1 = 2.31

R3 + R4+R5 0.20+0.20+0.03

ΔMUROH = 0.46 + 2.31 – 1.05 = 1.71

Rx6 = 1 / 1.71 = 0.58

MURO 7:

Ry7 = 1 = 1 = 0.34 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/3.76)3 + 3 x (2.40/3.76)


MURO 8:

Rx8 = 1 = 1 = 0.18 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.67)3 + 3 x (2.40/2.67)

MURO 9:

Ry9 = 1 = 1 = 0.13 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.27)3 + 3 x (2.40/2.27)


MURO 10:

Ry10 = 1 = 1 = 0.01 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/0.73)3 + 3 x (2.40/0.73) MURO 11:

Ry11 = 1 = 1 = 0.004 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/0.59)3 + 3 x (2.40/0.59)


MURO 12:

Ry12 = 1 = 1 = 0.01 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/0.89)3 + 3 x (2.40/0.89)

MURO 13:

Ry13 = 1 = 1 = 0.13 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.26)3 + 3 x (2.40/2.26)


MURO 14:

Ry14 = 1 = 1 = 0.03 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/1.19)3 + 3 x (2.40/1.19)

MURO 15:

Ry15 = 1 = 1 = 0.04 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/1.35)3 + 3 x (2.40/1.35)


MURO 16:

Ry16 = 1 = 1 = 0.17 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.26)3 + 3 x (2.40/2.26) MURO 17:

Ry17 = 1 = 1 = 0.1


4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.0)3 + 3 x (2.40/2.0)

MURO 18:

Ry18 = 1 = 1 = 0.06 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/1.68)3 + 3 x (2.40/1.68)

MURO 19:

Ry19 = 1 = 1 = 0.13 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.3)3 + 3 x (2.40/2.30)


MURO 20:


ΔSOLID = 1 = 1 = 0.12 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/2.22)3 + 3 x (2.40/2.22)

ΔSOLID = 0.12

ΔFRANJA = 4 x (0.44/ 2.22 )3 + 3 x (0.44/ 2.22) = 0.63

Δ2,3 = 1 .

R2 + R3

R2(f) = R3(f) = 1 = 1 = 0.56 (H/L)3 + 3 x(H/L) (0.44/0.81)3 + 3 x (0.44/0.81)

Δ2,3 = 1 = 1 = 0.89

R2 + R3 0.56+0.56

ΔMUROH = 0.12 + 0.89 – 0.63 = 0.39

Rx1 = 1 / 0.39 = 2.57


MURO 21:

Rx21 = 1 = 1 = 0.49 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/4.76)3 + 3 x (2.40/4.76)

MURO 23:

Rx23 = 1 = 1 = 0.03 4 x (H/L)3 + 3 x(H/L) 4 x (2.40/1.22)3 + 3 x (2.40/1.22)


MUROS TIPO EDIFICIO

ETABS 2013 13.1.1 PROYECTO EDIFICIO MULTIFAMILIAR LA SULTANA

YUMBO‐VALLE

DISEÑO EDIFICIO LA SULTANA YUMBO ‐ETABS_V13.EDB Page 1 of 1

ETABS 2013 Shear Wall Design

ACI 318-08 Pier Design

Pier Details

Story ID Pier ID Centroid X (mm) Centroid Y (mm) Length (mm) Thickness (mm) LLRF

STORY1 M1Y -1060 13155 3770 68.8 0.986

Material Properties

Ec (kgf/mm²) f'c (kgf/mm²) Lt.Wt Factor (Unitless) fy (kgf/mm²) fys (kgf/mm²)

1620 1.8 1 42.18 42.18

Design Code Parameters

ΦT ΦC Φv Φv (Seismic) IPMAX IPMIN PMAX

0.8 0.65 0.6 0.6 0.02 0.0025 0.8

Pier Leg Location, Length and Thickness

Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 -1060 11270 -1060 15040 3770 68.8

Bottom Leg 1 -1060 11270 -1060 15040 3770 68.8

Flexural Design for P, M3 and M2

Station D/C Flexural Pu

tonf Mu2

tonf-m Mu3

tonf-m

Top 0.274 DWAL41 -8.2805 -0.0095 -1.9492

Bottom 0.328 DWAL42 2.7677 0.0174 23.8719

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL40 8.6929 13.5245 15.7928 15.6589 28.7888

Bottom Leg 1 172 DWAL40 9.918 24.2098 15.7928 15.8059 28.9358

Boundary Element Check

Station Location

ID Edge

Length (mm) Governing

Combo Pu

tonf Mu

tonf-mStress Comp

kgf/mm² Stress Limit

kgf/mm² C Depth

mm C Limit

mm

Top–Left Leg 1 0 DWAL39 39.3644 -2.141 0.16 0.36 Not Required Not Required

Top–Right Leg 1 0 DWAL39 39.3644 1.0182 0.16 0.36 Not Required Not Required

Bottom–Left Leg 1 0 DWAL39 40.5895 -4.296 0.18 0.36 Not Required Not Required

Botttom–Right Leg 1 0 DWAL39 40.5895 6.2866 0.2 0.36 Not Required Not Required


YUMBO ‐ VALLE




Pier Details


STORY1 M10Y 3900 14800 2220 68.8 1

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 3900 13690 3900 15910 2220 68.8

Bottom Leg 1 3900 13690 3900 15910 2220 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.178 DWAL42 2.9438 0.0048 6.4225

Bottom 0.325 DWAL42 3.4848 0.0029 -10.286

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL40 6.5495 6.5862 6.9041 9.3925 17.1242

Bottom Leg 1 172 DWAL40 7.2709 9.9086 6.9041 9.4791 17.2108


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm



Bottom–Left Leg 1 0 DWAL40 13.2673 -10.398 0.27 0.36 351.6 528.6

Botttom–Right Leg 1 0 DWAL40 13.2673 9.9086 0.26 0.36 0 528.6


YUMBO ‐ VALLE




Pier Details


STORY1 M12Y 5000 14650 6760 68.8 0.955

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 5000 11270 5000 18030 6760 68.8

Bottom Leg 1 5000 11270 5000 18030 6760 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.073 DWAL40 29.7367 -0.001 -8.4765

Bottom 0.167 DWAL42 9.1202 -0.0006 -51.7145

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL40 15.9812 6.7765 24.4543 28.1253 51.6685

Bottom Leg 1 172 DWAL40 18.1779 43.3432 24.4543 28.3889 51.9321


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm






YUMBO ‐ VALLE




Pier Details


STORY1 M1X 1370 19760 2620 68.8 1

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 60 19760 2680 19760 2620 68.8

Bottom Leg 1 60 19760 2680 19760 2620 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.454 DWAL42 -7.487 0.0076 5.353

Bottom 0.475 DWAL41 -1.8927 0.0073 12.7848

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL39 1.9452 11.2537 9.5371 10.3908 19.5155

Bottom Leg 1 172 DWAL39 2.7966 13.275 9.5371 10.4929 19.6177


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm





ETABS 2013 13.1.1 License #




Pier Details


STORY1 M2X 5000 20750 4640 68.8 0.953

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 2680 20750 7320 20750 4640 68.8

Bottom Leg 1 2680 20750 7320 20750 4640 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.235 DWAL42 -8.0347 -0.0113 -1.9326

Bottom 0.225 DWAL41 14.7865 0.0041 -42.4058

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL39 21.9221 10.3203 21.6675 20.6192 36.7791

Bottom Leg 1 172 DWAL39 23.4299 39.4756 21.6675 20.8002 36.96


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm






YUMBO ‐ VALLE




Pier Details


STORY1 M3Y 60 17400 4720 68.8 0.914

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 60 15040 60 19760 4720 68.8

Bottom Leg 1 60 15040 60 19760 4720 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.381 DWAL41 -10.0015 -0.0571 -7.625

Bottom 0.373 DWAL41 -8.8512 0.0391 -10.9387

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL40 16.0306 8.2097 20.5388 20.2224 36.6609

Bottom Leg 1 172 DWAL40 17.5644 29.4476 20.5388 20.4065 36.8449


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm






YUMBO ‐ VALLE




Pier Details


STORY1 M3X 5000 18030 4640 68.8 0.939

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 2680 18030 7320 18030 4640 68.8

Bottom Leg 1 2680 18030 7320 18030 4640 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.131 DWAL40 36.5732 -0.0311 0.1613

Bottom 0.2 DWAL41 15.7068 0.0045 40.5524

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL39 23.3251 3.4881 17.5328 20.7876 36.9474

Bottom Leg 1 172 DWAL39 24.8329 40.9554 17.5328 20.9685 37.1284


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm






YUMBO ‐ VALLE




Pier Details


STORY1 M4X 5000 15910 4640 68.8 0.931

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 2680 15910 7320 15910 4640 68.8

Bottom Leg 1 2680 15910 7320 15910 4640 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.107 DWAL40 29.9128 -0.0354 0.076

Bottom 0.168 DWAL41 15.9096 -0.0016 -37.0201

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL39 23.7431 9.334 18.8546 20.8378 36.9976

Bottom Leg 1 172 DWAL39 25.2509 36.8443 18.8546 21.0187 37.1785


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm






YUMBO ‐ VALLE




Pier Details


STORY1 M7Y 2680 15560 2280 68.8 1

Material Properties


1620 1.8 1 42.18 42.18



0.8 0.65 0.6 0.6 0.02 0.0025 0.8


Station Location

ID Left X1

mm Left Y1

mm Right X2

mm Right Y2

mm Length

mm Thickness

mm

Top Leg 1 2680 14420 2680 16700 2280 68.8

Bottom Leg 1 2680 14420 2680 16700 2280 68.8



tonf Mu2

tonf-m Mu3

tonf-m

Top 0.146 DWAL39 20.1638 -0.0158 -0.7754

Bottom 0.329 DWAL42 8.8456 0.0041 -14.831

Shear Design

Station Location

ID Rebar mm²/m

Shear Combo Pu

tonf Mu

tonf-m Vu

tonf ΦVc tonf

ΦVn tonf

Top Leg 1 172 DWAL40 13.2703 6.9614 8.9201 10.4317 18.3723

Bottom Leg 1 172 DWAL40 14.0112 14.1864 8.9201 10.5206 18.4612


Station Location

ID Edge


Combo Pu

tonf Mu

tonf-mStress Comp


kgf/mm² C Depth

mm C Limit

mm





ETABS v9.7.2 - File: ESTRUCTURA EDIFICIO LA SULTANA -ETABS - diciembre 10,2014 19:303-D View - Kgf-m Units

ING. LUIS CARLOS QUINTERO A.EDIFICIO EN MAMPOSTERIA

ETABS




DISEÑO LOSA DE ENTREPISO

ETABS v9.7.2 - File: ESTRUCTURA EDIFICIO LA SULTANA -ETABS - diciembre 10,2014 19:323-D View - Kgf-m Units


ETABS

ETABS v9.7.2 - File: ESTRUCTURA EDIFICIO LA SULTANA -ETABS - diciembre 10,2014 19:33Plan View - STORY1 - Elevation 2.46 - Kgf-m Units


ETABS

Listado de losas rectangulares Nombre Obra: EDIFICIO DE APTOS EN MAMPOSTERIA ESTRUCTURAL Fecha:07/12/14

Edificio Multifamiliar La Sultana Yumbo-Valle


Canto en metros

Momentos en t·m/m

Cuantías en cm²/m Diámetro de barra en mm

Separación en cm

2 Piso

Momentos Cuantías Armadura de refuerzo

Losa Dir. Canto Izq. Centro Der. Izq. Centro Der. Sup. Izq. Inf. Centro Sup. Der.

L1 X Y

0.12 0.33 0.13

0.10 0.08

0.26 0.13

1.44 0.58

0.41 0.36

1.11 0.55

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L9 X

Y

0.12 0.48

0.12

0.06

0.06

0.20

0.14

2.08

0.54

0.28

0.24

0.88

0.59

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L21 X

Y

0.12 0.13

0.31

0.23

0.14

0.32

0.40

0.55

1.37

0.98

0.62

1.37

1.72

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L13 X

Y

0.12 0.27

0.21

0.08

0.08

0.14

0.11

1.16

0.91

0.33

0.36

0.59

0.46

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L2 X

Y

0.12 0.24

0.13

0.09

0.08

0.34

0.12

1.03

0.57

0.41

0.34

1.46

0.52

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L10 X Y

0.12 0.15 0.12

0.06 0.07

0.49 0.13

0.67 0.53

0.27 0.28

2.13 0.57

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L16 X

Y

0.12 0.15

0.19

0.07

0.08

0.30

0.08

0.64

0.82

0.31

0.35

1.30

0.35

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L22 X

Y

0.12 0.31

0.57

0.18

0.14

0.22

0.41

1.33

2.49

0.76

0.62

0.95

1.77

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L3 X Y

0.12 0.35 0.14

0.10 0.08

0.24 0.13

1.52 0.60

0.43 0.33

1.02 0.55

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L4 X

Y

0.12 0.24

0.14

0.10

0.08

0.34

0.11

1.05

0.62

0.42

0.35

1.49

0.46

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L12 X

Y

0.12 0.20

0.13

0.05

0.07

0.50

0.14

0.85

0.56

0.22

0.30

2.17

0.61

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L11 X

Y

0.12 0.50

0.13

0.05

0.07

0.16

0.14

2.18

0.54

0.22

0.32

0.69

0.61

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L23 X

Y

0.12 0.22

0.57

0.18

0.15

0.30

0.40

0.96

2.50

0.76

0.63

1.32

1.75

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L17 X Y

0.12 0.32 0.20

0.08 0.09

0.16 0.08

1.38 0.85

0.36 0.39

0.68 0.35

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L20 X

Y

0.12 0.14

0.23

0.07

0.10

0.28

0.11

0.61

1.01

0.31

0.43

1.22

0.46

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L24 X

Y

0.12 0.35

0.29

0.24

0.15

0.14

0.34

1.50

1.26

1.03

0.65

0.59

1.49

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L26 X Y

0.12 0.12 0.34

0.23 0.14

0.33 0.29

0.52 1.49

1.00 0.61

1.44 1.25

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L31 X

Y

0.12 0.30

0.37

0.18

0.14

0.16

0.52

1.32

1.61

0.76

0.62

0.69

2.24

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L41 X Y

0.12 0.42 0.12

0.12 0.05

0.31 0.14

1.81 0.51

0.50 0.24

1.36 0.61

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L32 X

Y

0.12 0.16

0.37

0.17

0.14

0.31

0.51

0.71

1.60

0.73

0.62

1.33

2.22

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L45 X

Y

0.12 0.39

0.14

0.10

0.08

0.24

0.14

1.68

0.59

0.43

0.33

1.03

0.62

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L46 X Y

0.12 0.24 0.11

0.10 0.08

0.37 0.15

1.05 0.50

0.43 0.35

1.59 0.66

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15






L37 X Y

0.12 0.35 0.35

0.24 0.15

0.14 0.29

1.51 1.51

1.03 0.67

0.59 1.27

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L25 X

Y

0.12 ------

0.49

0.70

0.28

------

0.52

------

2.15

3.05

1.21

------

2.27

------

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

------

Ø3/8"c/15

L40 X

Y

0.12 0.31

0.09

0.08

0.12

0.17

0.19

1.37

0.38

0.35

0.50

0.76

0.82

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L43 X Y

0.12 0.49 0.15

0.05 0.07

0.16 0.13

2.13 0.64

0.22 0.32

0.69 0.55

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L44 X

Y

0.12 0.20

0.15

0.05

0.07

0.49

0.13

0.86

0.64

0.22

0.30

2.14

0.57

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L38 X

Y

0.12 0.27

0.13

0.07

0.08

0.14

0.21

1.18

0.54

0.32

0.35

0.60

0.93

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L39 X

Y

0.12 0.15

0.10

0.08

0.08

0.29

0.19

0.64

0.45

0.34

0.36

1.26

0.82

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L42 X

Y

0.12 0.29

0.14

0.11

0.07

0.42

0.14

1.24

0.61

0.50

0.29

1.83

0.60

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15 3 Piso



L1 X

Y

0.12 0.33

0.12

0.09

0.09

0.25

0.14

1.42

0.53

0.38

0.39

1.10

0.61

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L9 X Y

0.12 0.46 0.12

0.06 0.05

0.22 0.12

2.01 0.53

0.24 0.23

0.96 0.52

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L21 X

Y

0.12 0.13

0.31

0.23

0.14

0.34

0.39

0.55

1.33

0.98

0.63

1.46

1.69

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L13 X

Y

0.12 0.29

0.20

0.08

0.07

0.14

0.10

1.26

0.86

0.33

0.31

0.61

0.43

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L2 X Y

0.12 0.23 0.12

0.09 0.09

0.34 0.14

1.01 0.53

0.38 0.38

1.47 0.62

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L10 X

Y

0.12 0.16

0.12

0.06

0.06

0.48

0.12

0.71

0.52

0.24

0.27

2.06

0.51

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L16 X

Y

0.12 0.15

0.18

0.08

0.07

0.32

0.07

0.65

0.78

0.33

0.29

1.41

0.32

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L22 X

Y

0.12 0.33

0.56

0.18

0.15

0.22

0.42

1.41

2.45

0.76

0.65

0.95

1.81

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L3 X

Y

0.12 0.34

0.13

0.10

0.09

0.23

0.14

1.47

0.57

0.41

0.38

0.98

0.59

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L4 X Y

0.12 0.23 0.13

0.10 0.09

0.33 0.10

1.00 0.57

0.41 0.39

1.42 0.45

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L12 X

Y

0.12 0.20

0.12

0.05

0.07

0.48

0.13

0.88

0.54

0.20

0.29

2.07

0.55

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L11 X

Y

0.12 0.49

0.12

0.05

0.07

0.16

0.13

2.11

0.54

0.21

0.31

0.70

0.55

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L23 X Y

0.12 0.22 0.57

0.18 0.15

0.32 0.40

0.95 2.46

0.77 0.65

1.38 1.75

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L17 X

Y

0.12 0.35

0.18

0.09

0.07

0.16

0.08

1.51

0.80

0.40

0.31

0.68

0.34

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L20 X Y

0.12 0.14 0.21

0.07 0.08

0.29 0.09

0.62 0.93

0.31 0.36

1.26 0.41

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15






L24 X Y

0.12 0.36 0.28

0.24 0.15

0.13 0.34

1.57 1.22

1.03 0.66

0.57 1.46

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L26 X

Y

0.12 0.12

0.34

0.23

0.14

0.35

0.28

0.52

1.45

1.00

0.62

1.53

1.21

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L31 X

Y

0.12 0.33

0.37

0.18

0.15

0.16

0.51

1.41

1.62

0.76

0.63

0.68

2.22

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L41 X Y

0.12 0.41 0.12

0.12 0.06

0.32 0.14

1.76 0.51

0.50 0.26

1.41 0.59

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L32 X

Y

0.12 0.16

0.37

0.17

0.15

0.33

0.51

0.69

1.62

0.73

0.64

1.41

2.20

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L45 X

Y

0.12 0.37

0.14

0.09

0.09

0.22

0.13

1.62

0.62

0.40

0.38

0.97

0.58

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L46 X

Y

0.12 0.23

0.11

0.10

0.09

0.36

0.14

0.98

0.49

0.42

0.40

1.56

0.61

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L37 X

Y

0.12 0.36

0.34

0.24

0.16

0.13

0.28

1.58

1.47

1.03

0.67

0.57

1.22

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L25 X Y

0.12 ------ 0.50

0.70 0.28

------ 0.53

------ 2.17

3.02 1.22

------ 2.29

------ Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

------ Ø3/8"c/15

L40 X

Y

0.12 0.33

0.08

0.08

0.09

0.16

0.18

1.44

0.34

0.36

0.41

0.68

0.77

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L43 X

Y

0.12 0.47

0.13

0.05

0.07

0.16

0.12

2.05

0.57

0.21

0.30

0.68

0.51

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L44 X Y

0.12 0.20 0.13

0.05 0.07

0.47 0.12

0.86 0.58

0.21 0.29

2.04 0.53

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L38 X

Y

0.12 0.29

0.12

0.07

0.07

0.14

0.20

1.24

0.50

0.32

0.31

0.62

0.88

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L39 X

Y

0.12 0.15

0.10

0.08

0.07

0.30

0.18

0.66

0.41

0.35

0.30

1.32

0.76

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L42 X

Y

0.12 0.29

0.15

0.11

0.07

0.41

0.14

1.26

0.65

0.49

0.32

1.78

0.60

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15 4 Piso



L1 X

Y

0.12 0.32

0.11

0.09

0.09

0.23

0.12

1.38

0.49

0.37

0.39

1.02

0.52

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L9 X

Y

0.12 0.45

0.12

0.05

0.05

0.20

0.11

1.96

0.50

0.21

0.20

0.87

0.47

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L21 X Y

0.12 0.12 0.30

0.23 0.14

0.33 0.38

0.52 1.31

0.98 0.61

1.45 1.65

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L13 X

Y

0.12 0.29

0.20

0.07

0.06

0.14

0.09

1.27

0.86

0.32

0.25

0.59

0.40

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L2 X

Y

0.12 0.22

0.12

0.09

0.09

0.32

0.12

0.97

0.50

0.37

0.38

1.40

0.52

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L10 X Y

0.12 0.15 0.11

0.05 0.06

0.46 0.11

0.65 0.49

0.22 0.24

2.01 0.46

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L16 X

Y

0.12 0.14

0.17

0.07

0.05

0.33

0.08

0.60

0.74

0.32

0.23

1.45

0.34

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L22 X Y

0.12 0.32 0.57

0.18 0.15

0.21 0.41

1.40 2.46

0.76 0.64

0.92 1.77

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15






L3 X Y

0.12 0.33 0.12

0.09 0.09

0.22 0.12

1.42 0.52

0.39 0.38

0.94 0.53

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L4 X

Y

0.12 0.22

0.12

0.09

0.09

0.32

0.09

0.95

0.50

0.39

0.39

1.38

0.39

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L12 X

Y

0.12 0.19

0.11

0.04

0.06

0.46

0.11

0.81

0.49

0.19

0.26

1.98

0.47

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L11 X Y

0.12 0.47 0.12

0.05 0.06

0.15 0.11

2.04 0.50

0.20 0.28

0.64 0.48

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L23 X

Y

0.12 0.21

0.57

0.18

0.15

0.32

0.40

0.92

2.48

0.77

0.63

1.37

1.72

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L17 X

Y

0.12 0.36

0.17

0.09

0.05

0.14

0.09

1.55

0.75

0.39

0.23

0.62

0.37

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L20 X

Y

0.12 0.14

0.21

0.07

0.07

0.29

0.09

0.59

0.90

0.29

0.29

1.26

0.37

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L24 X

Y

0.12 0.36

0.28

0.24

0.15

0.12

0.34

1.56

1.21

1.04

0.63

0.52

1.46

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L26 X Y

0.12 0.11 0.33

0.23 0.14

0.35 0.28

0.48 1.45

1.01 0.61

1.52 1.20

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L31 X

Y

0.12 0.32

0.37

0.17

0.14

0.15

0.51

1.41

1.62

0.76

0.62

0.64

2.23

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L41 X

Y

0.12 0.39

0.10

0.11

0.06

0.31

0.13

1.69

0.45

0.50

0.25

1.34

0.56

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L32 X Y

0.12 0.15 0.37

0.17 0.14

0.32 0.51

0.65 1.59

0.73 0.62

1.40 2.20

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L45 X

Y

0.12 0.35

0.13

0.09

0.09

0.21

0.12

1.54

0.55

0.38

0.38

0.93

0.52

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L46 X

Y

0.12 0.21

0.10

0.09

0.09

0.34

0.12

0.93

0.43

0.40

0.39

1.49

0.52

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L37 X

Y

0.12 0.36

0.34

0.24

0.15

0.12

0.28

1.56

1.47

1.04

0.64

0.52

1.22

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L25 X

Y

0.12 ------

0.50

0.70

0.28

------

0.53

------

2.17

3.03

1.22

------

2.28

------

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

------

Ø3/8"c/15

L40 X Y

0.12 0.33 0.08

0.08 0.08

0.14 0.17

1.44 0.35

0.35 0.33

0.62 0.74

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L43 X

Y

0.12 0.46

0.11

0.05

0.06

0.14

0.11

1.98

0.49

0.20

0.26

0.63

0.50

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L44 X

Y

0.12 0.18

0.11

0.04

0.06

0.45

0.11

0.77

0.48

0.19

0.26

1.96

0.49

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L38 X Y

0.12 0.28 0.11

0.07 0.06

0.13 0.20

1.23 0.46

0.30 0.25

0.59 0.86

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L39 X

Y

0.12 0.14

0.09

0.08

0.05

0.30

0.16

0.61

0.40

0.34

0.23

1.30

0.72

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L42 X Y

0.12 0.29 0.14

0.11 0.07

0.39 0.13

1.25 0.59

0.49 0.32

1.71 0.57

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

5 Piso








L1 X Y

0.12 0.30 0.11

0.08 0.09

0.22 0.09

1.29 0.46

0.36 0.38

0.94 0.38

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L9 X

Y

0.12 0.45

0.11

0.04

0.04

0.17

0.10

1.94

0.47

0.19

0.18

0.74

0.43

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L21 X

Y

0.12 0.11

0.30

0.23

0.14

0.33

0.36

0.49

1.29

0.98

0.60

1.42

1.58

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L13 X Y

0.12 0.29 0.20

0.07 0.05

0.13 0.09

1.27 0.85

0.28 0.20

0.57 0.39

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L2 X

Y

0.12 0.22

0.11

0.08

0.08

0.31

0.09

0.94

0.48

0.36

0.36

1.34

0.41

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L10 X

Y

0.12 0.13

0.11

0.04

0.05

0.45

0.10

0.58

0.46

0.20

0.21

1.97

0.43

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L16 X

Y

0.12 0.13

0.15

0.07

0.04

0.33

0.08

0.55

0.65

0.30

0.17

1.45

0.36

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L22 X

Y

0.12 0.30

0.54

0.17

0.14

0.19

0.38

1.29

2.33

0.75

0.63

0.80

1.67

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L3 X Y

0.12 0.31 0.11

0.08 0.08

0.21 0.10

1.35 0.48

0.37 0.36

0.92 0.42

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L4 X

Y

0.12 0.21

0.11

0.08

0.09

0.30

0.08

0.90

0.46

0.37

0.38

1.29

0.36

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L12 X

Y

0.12 0.16

0.11

0.04

0.05

0.45

0.10

0.70

0.47

0.19

0.22

1.94

0.43

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L11 X Y

0.12 0.46 0.11

0.04 0.05

0.13 0.10

1.99 0.47

0.19 0.23

0.58 0.44

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L23 X

Y

0.12 0.16

0.52

0.18

0.14

0.31

0.38

0.70

2.24

0.77

0.62

1.33

1.64

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L17 X

Y

0.12 0.35

0.15

0.08

0.04

0.13

0.09

1.51

0.67

0.35

0.17

0.57

0.39

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L20 X

Y

0.12 0.13

0.20

0.06

0.05

0.30

0.09

0.57

0.88

0.28

0.23

1.29

0.39

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L24 X

Y

0.12 0.33

0.27

0.24

0.14

0.12

0.34

1.45

1.19

1.03

0.61

0.51

1.46

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L26 X Y

0.12 0.12 0.33

0.23 0.14

0.33 0.27

0.52 1.45

1.00 0.60

1.41 1.18

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L31 X

Y

0.12 0.30

0.35

0.17

0.14

0.14

0.51

1.31

1.54

0.75

0.61

0.61

2.21

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L41 X

Y

0.12 0.37

0.09

0.11

0.05

0.29

0.12

1.60

0.39

0.50

0.23

1.26

0.52

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L32 X Y

0.12 0.13 0.36

0.17 0.14

0.30 0.50

0.59 1.55

0.73 0.60

1.29 2.17

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L45 X

Y

0.12 0.31

0.10

0.08

0.08

0.21

0.11

1.35

0.42

0.36

0.36

0.91

0.47

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L46 X Y

0.12 0.20 0.09

0.08 0.09

0.30 0.10

0.89 0.39

0.37 0.37

1.32 0.45

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L37 X

Y

0.12 0.33

0.34

0.24

0.14

0.12

0.28

1.45

1.46

1.03

0.62

0.51

1.22

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L25 X

Y

0.12 ------

0.49

0.52

0.28

------

0.49

------

2.11

2.24

1.21

------

2.13

------

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

------

Ø3/8"c/15






L40 X Y

0.12 0.33 0.09

0.08 0.06

0.14 0.16

1.43 0.38

0.33 0.27

0.60 0.69

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L43 X

Y

0.12 0.45

0.10

0.04

0.05

0.13

0.10

1.94

0.44

0.19

0.21

0.56

0.45

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L44 X

Y

0.12 0.15

0.10

0.04

0.05

0.44

0.11

0.67

0.43

0.19

0.21

1.92

0.49

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L38 X Y

0.12 0.28 0.10

0.07 0.04

0.13 0.19

1.23 0.42

0.28 0.19

0.56 0.84

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

Ø3/8"c/15 Ø3/8"c/15

L39 X

Y

0.12 0.13

0.10

0.07

0.04

0.30

0.14

0.56

0.41

0.32

0.16

1.28

0.63

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

L42 X

Y

0.12 0.29

0.11

0.11

0.07

0.36

0.12

1.25

0.46

0.49

0.30

1.57

0.52

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15 cubierta



L1 X

Y

0.12 ------

0.21

0.17

0.25

------

0.21

------

0.89

0.73

1.11

------

0.91

------

Ø3/8"c/15

Ø3/8"c/15

Ø3/8"c/15

------

Ø3/8"c/15




DISEÑO DE ESCALERA

ÍNDICE

1.- DATOS GENERALES 2

2.- NÚCLEOS DE ESCALERA 2

2.1.- Escalera 3 2

2.1.1.- Geometría 2

2.1.2.- Cargas 2

2.1.3.- Tramos 2

Listado de escaleras




1.- DATOS GENERALES Hormigón: f'c=210

Acero: Grado 60 (Latinoamérica)

Recubrimiento geométrico: 3.0 cm

Acciones

NSR-10

2.- NÚCLEOS DE ESCALERA

2.1.- Escalera 3

2.1.1.- Geometría

Ámbito: 1.600 m

Huella: 0.300 m

Contrahuella: 0.168 m

Peldañeado: Hormigonado con la losa

2.1.2.- Cargas

Peso propio: 0.250 t/m²

Peldañeado: 0.183 t/m²

Barandillas: 0.300 t/m

Solado: 0.100 t/m²

Sobrecarga de uso: 0.300 t/m²

2.1.3.- Tramos

2.1.3.1.- ESCALERA TIPO

2.1.3.1.1.- Geometría

Planta final: 5 Piso

Planta inicial: 1 Piso

Tramos consecutivos iguales: 4

Espesor: 0.10 m

Huella: 0.300 m

Contrahuella: 0.168 m

Nº de escalones: 15

Desnivel que salva: 2.52 m

Meseta con apoyos



Sultana Yumbo Valle Fecha: 07/12/14


2.1.3.1.2.- Resultados

Armadura

Sección Tipo Superior Inferior

A-A Longitudinal Ø1/2"c/15 Ø3/8"c/15

B-B Longitudinal Ø1/2"c/15 Ø3/8"c/15

C-C Longitudinal Ø1/2"c/15 Ø3/8"c/15

D-D Transversal Ø3/8"c/20 Ø3/8"c/20

E-E Transversal Ø3/8"c/20 Ø3/8"c/20

F-F Transversal Ø3/8"c/20 Ø3/8"c/20 Reacciones (t/m)

Posición Peso propio Cargas muertas Sobrecarga de uso

Arranque 0.95 1.50 1.03

Entrega 0.93 1.48 1.01

2.1.3.1.3.- Medición

Medición

Sección Cara Diámetro Número Longitud

(m)

Total

(m) Peso (kg)

A-A Superior Ø1/2" 12 4.38 52.56 52.3

A-A Inferior Ø3/8" 12 3.06 36.72 20.6

A-A Inferior Ø3/8" 12 1.97 23.64 13.2

B-B Superior Ø1/2" 12 2.65 31.80 31.6

B-B Superior Ø1/2" 12 2.69 32.28 32.1

B-B Inferior Ø3/8" 12 2.54 30.48 17.1

B-B Inferior Ø3/8" 12 2.23 26.76 15.0





Medición

Sección Cara Diámetro Número Longitud

(m) Total (m)

Peso (kg)

C-C Superior Ø1/2" 12 2.64 31.68 31.5

C-C Superior Ø1/2" 12 3.46 41.52 41.3

C-C Inferior Ø3/8" 12 4.65 55.80 31.2

D-D Superior Ø3/8" 13 1.59 20.67 11.6

D-D Inferior Ø3/8" 13 1.59 20.67 11.6

E-E Superior Ø3/8" 2 1.59 3.18 1.8

E-E Inferior Ø3/8" 2 1.59 3.18 1.8

F-F Superior Ø3/8" 11 1.59 17.49 9.8

F-F Inferior Ø3/8" 11 1.59 17.49 9.8

Total + 10 % 365.4 Volumen de hormigón: 1.68 m³

Superficie: 12.3 m²

Cuantía volumétrica: 217.1 kg/m³

Cuantía superficial: 29.8 kg/m²

2.1.3.1.4.- Esfuerzos

N: Axil (t)

M: Flector (t·m)

V: Cortante (t·m)

Hipótesis

Sección Hipótesis Esfuerzos Posiciones

0.000 m 0.611 m 1.221 m 1.832 m 2.442 m 3.053 m 3.663 m

A-A Peso propio N 1.635 1.532 1.325 0.615 0.453 0.223 0.049

M -0.010 -0.076 -0.071 0.001 0.056 -0.001 -0.005

V 0.188 0.057 -0.061 -0.152 0.211 -0.051 -0.067

Cargas muertas N 2.450 2.250 1.900 0.745 0.632 0.334 0.054

M -0.019 -0.154 -0.146 -0.005 0.090 0.007 -0.005

V 0.371 0.120 -0.120 -0.307 0.286 0.009 -0.043

Sobrecarga de uso N 1.796 1.689 1.465 0.700 0.509 0.249 0.056

M -0.010 -0.079 -0.072 0.004 0.061 -0.002 -0.006

V 0.196 0.058 -0.064 -0.161 0.239 -0.065 -0.079

Combinaciones

Sección Combinación Esfuerzos Posiciones

0.000 m 0.611 m 1.221 m 1.832 m 2.442 m 3.053 m 3.663 m

A-A 1.4·PP+1.4·CM N 5.719 5.295 4.514 1.904 1.520 0.780 0.144

M -0.041 -0.322 -0.304 -0.005 0.204 0.009 -0.014

V 0.783 0.248 -0.253 -0.643 0.696 -0.059 -0.155

1.2·PP+1.2·CM N 4.902 4.538 3.869 1.632 1.303 0.669 0.123





Combinaciones


0.000 m 0.611 m 1.221 m 1.832 m 2.442 m 3.053 m 3.663 m

M -0.035 -0.276 -0.261 -0.005 0.175 0.008 -0.012

V 0.671 0.213 -0.217 -0.551 0.596 -0.051 -0.132

1.2·PP+1.2·CM+1.6·Qa N 7.776 7.241 6.214 2.752 2.116 1.066 0.212

M -0.051 -0.401 -0.376 0.001 0.273 0.004 -0.022

V 0.985 0.305 -0.320 -0.808 0.979 -0.154 -0.259

0.9·PP+0.9·CM N 3.677 3.404 2.902 1.224 0.977 0.502 0.092

M -0.026 -0.207 -0.195 -0.003 0.131 0.006 -0.009

V 0.503 0.160 -0.162 -0.413 0.447 -0.038 -0.099

Hipótesis


0.000 m 0.561 m 1.123 m 1.684 m 2.245 m 2.807 m 3.368 m

B-B Peso propio N -0.001 -0.022 -0.063 0.233 0.192 0.102 0.023

M -0.004 -0.001 0.026 0.066 0.021 -0.006 -0.005

V -0.056 -0.022 -0.061 -0.054 0.067 -0.007 0.005

Cargas muertas N -0.008 0.001 -0.023 0.314 0.240 0.133 0.034

M -0.004 0.002 0.030 0.059 0.024 -0.004 -0.005

V -0.086 -0.015 -0.035 -0.020 0.047 -0.019 0.019

Sobrecarga de uso N -0.000 -0.027 -0.073 0.268 0.213 0.114 0.026

M -0.005 -0.002 0.030 0.084 0.026 -0.008 -0.006

V -0.058 -0.024 -0.080 -0.068 0.087 -0.008 0.000

Combinaciones


0.000 m 0.561 m 1.123 m 1.684 m 2.245 m 2.807 m 3.368 m

B-B 1.4·PP+1.4·CM N -0.013 -0.029 -0.119 0.767 0.604 0.329 0.080

M -0.012 0.002 0.079 0.174 0.064 -0.015 -0.015

V -0.200 -0.052 -0.134 -0.103 0.160 -0.036 0.034

1.2·PP+1.2·CM N -0.011 -0.025 -0.102 0.657 0.518 0.282 0.069

M -0.010 0.002 0.068 0.149 0.055 -0.013 -0.013

V -0.171 -0.045 -0.115 -0.089 0.138 -0.031 0.029

1.2·PP+1.2·CM+1.6·Qa N -0.011 -0.067 -0.219 1.085 0.859 0.464 0.111

M -0.018 -0.001 0.116 0.284 0.097 -0.026 -0.022

V -0.265 -0.082 -0.243 -0.197 0.276 -0.044 0.029

0.9·PP+0.9·CM N -0.008 -0.019 -0.077 0.493 0.389 0.211 0.051

M -0.007 0.002 0.051 0.112 0.041 -0.010 -0.009

V -0.128 -0.034 -0.086 -0.066 0.103 -0.023 0.022





Hipótesis


0.000 m 0.611 m 1.221 m 1.832 m 2.442 m 3.053 m 3.663 m

C-C Peso propio N -0.033 -0.279 -0.677 -1.083 -1.405 -1.536 -1.621

M -0.005 -0.008 0.024 0.041 -0.051 -0.067 -0.009

V -0.078 -0.072 0.140 -0.230 -0.079 0.039 0.175

Cargas muertas N -0.039 -0.442 -1.056 -1.637 -2.042 -2.259 -2.432

M -0.006 -0.002 0.049 0.050 -0.121 -0.144 -0.019

V -0.055 -0.016 0.192 -0.412 -0.145 0.096 0.354

Sobrecarga de uso N -0.038 -0.306 -0.743 -1.193 -1.552 -1.693 -1.781

M -0.007 -0.010 0.025 0.048 -0.051 -0.069 -0.010

V -0.094 -0.089 0.158 -0.247 -0.084 0.038 0.182

Combinaciones


0.000 m 0.611 m 1.221 m 1.832 m 2.442 m 3.053 m 3.663 m

C-C 1.4·PP+1.4·CM N -0.101 -1.009 -2.427 -3.808 -4.827 -5.313 -5.674

M -0.015 -0.014 0.101 0.128 -0.241 -0.295 -0.039

V -0.186 -0.123 0.466 -0.899 -0.314 0.188 0.739

1.2·PP+1.2·CM N -0.087 -0.865 -2.080 -3.264 -4.137 -4.554 -4.864

M -0.013 -0.012 0.087 0.109 -0.207 -0.253 -0.034

V -0.160 -0.105 0.399 -0.771 -0.269 0.161 0.634

1.2·PP+1.2·CM+1.6·Qa N -0.147 -1.355 -3.270 -5.173 -6.621 -7.263 -7.713

M -0.024 -0.027 0.126 0.187 -0.288 -0.364 -0.049

V -0.310 -0.247 0.653 -1.166 -0.404 0.221 0.924

0.9·PP+0.9·CM N -0.065 -0.649 -1.560 -2.448 -3.103 -3.415 -3.648

M -0.010 -0.009 0.065 0.082 -0.155 -0.190 -0.025

V -0.120 -0.079 0.300 -0.578 -0.202 0.121 0.475




PLANOS ESTRUCTURALES 9/9

PL-01 PL-01

PL-01 PL-01 PL-01

PL-01 PL-01

PL-01

PL-01PL-01PL-01

PL-01

PL-01

PL-01

PL-01 PL-01

PL-01

PL-01 PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

PL-01 PL-01 PL-01

PL-01 PL-01PL-01

PL-01PL-01PL-01

PL-01

PL-01PL-01PL-01PL-01PL-01

PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01

PL-01

PL-01 PL-01 PL-01

PL-01

PL-01

PL-01

PL-01PL-01

PL-01

PL-01PL-01


PL-01PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01 PL-01

PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

PL-01 PL-01

PL-01 PL-01 PL-01

PL-01 PL-01

PL-01

PL-01PL-01PL-01

PL-01

PL-01

PL-01

PL-01 PL-01

PL-01

PL-01 PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

PL-01 PL-01 PL-01

PL-01 PL-01PL-01

PL-01PL-01PL-01

PL-01


PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01

PL-01

PL-01 PL-01 PL-01

PL-01

PL-01

PL-01

PL-01PL-01

PL-01

PL-01PL-01


PL-01PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01 PL-01

PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

A

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

ESCALA 1:50

PLANTA EJES DE PILOTES

PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01

PL-01

PL-01 PL-01 PL-01

PL-01

PL-01

PL-01

PL-01PL-01

PL-01

PL-01PL-01


PL-01PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01 PL-01

PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

PL-01 PL-01

PL-01 PL-01 PL-01

PL-01 PL-01

PL-01

PL-01PL-01PL-01

PL-01

PL-01

PL-01

PL-01 PL-01

PL-01

PL-01 PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

PL-01 PL-01 PL-01

PL-01 PL-01PL-01

PL-01PL-01PL-01

PL-01


PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01

PL-01

PL-01 PL-01 PL-01

PL-01

PL-01

PL-01

PL-01PL-01

PL-01

PL-01PL-01


PL-01PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01 PL-01

PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01

PL-01

PL-01 PL-01 PL-01

PL-01

PL-01

PL-01

PL-01PL-01

PL-01

PL-01PL-01


PL-01PL-01PL-01

PL-01PL-01PL-01

PL-01PL-01 PL-01

PL-01

PL-01 PL-01 PL-01 PL-01 PL-01

fy = 420 MPa (¢ >= 3/8" Y MILIMETRICO)

Longitud de barra en centimetros Forma de la barra

# 4 4 1 5 L

* Medidas en centimetros

0.95

Db.

1.591.91

1.27

Cantidad de barras

3

56

4

# Barra

# barra en octavos de pulgada

Traslapo B

CUADRO DE GANCHOS Y TRASLAPOS

Inf.15

Ganchos

2530

20

Inf.54

91109

7342

Sup.

54

7084

91109

56 73

Traslapo A

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

Sup.

70

118142

95

1- Concreto

2- Refuerzo

MATERIALESf'c = 21 MPa - 3000 Psi - 210 Kg/cm2fy = 260 MPa (¢ <= 1/4")

* Resistencia del concreto: f'c=21 MPa* Resistencia del acero: Fy=420 MPa

# Barra

34

678

5

4256

Ref. inferior Long. desarrollo

CUADRO DE LONGITUDES DE DESARROLLO

84121139

70

Ref. superior Long. desarrollo

5473

109158181

91

121139

158181 181

158 205235

78

3540

2.222.54


SUBE

A

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

ESCALA 1:50

PLANTA ESTRUCTURA DE CIMENTACION N0+00



# 4 4 1 5 L


0.95

Db.

1.591.91

1.27

Cantidad de barras

3

56

4

# Barra


Traslapo B


Inf.15

Ganchos

2530

20

Inf.54

91109

7342

Sup.

54

7084

91109

56 73

Traslapo A

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

Sup.

70

118142

95

1- Concreto

2- Refuerzo



# Barra

34

678

5

4256



84121139

70


5473

109158181

91

121139

158181 181

158 205235

78

3540

2.222.54


son 8A

Zarpa Zp-01A

6#4564U

HD

2#4564U

sección 70x30NS N0+0.00

F

2#5150L

2#5200

2#5150L

son 8A

Zarpa Zp-02A

6#4362U

DB

2#4362U


2#5100L2#5100L

son 8A

Zarpa Zp-05A

6#4222U

A

2#4222U


B

son 8A

Zarpa Zp-04A

6#4367U

DA

2#4367U


2#5100L 2#5100L

B

son 2A

Zarpa Zp-06A

6#4330L

AA

2#4600L


2#5150L

2#5150L

FC D

2#4600

2#4600

2#4500

2#4500

2#4350L

6#4600

6#4600

6#4600

6#4450

6#4570L

H I K K I H F D C

2#5200

2#5200

2#5200 2#5200 2#5200

2#5200

2#5200

2#5200

2#5200 2#5200 2#5200

son 8A

Zarpa Zp-07A

6#4572U

52

2#4572U


2#5200L 2#5200L

son 16A

Zarpa Zp-08A

6#4477U

75

2#4477U


2#5150L 2#5150L

son 8A

Zarpa Zp-09A

6#4500L

71

2#4600L


2#5150L 2#5150L

2 3 4 6

son 4A

Zarpa Zp-10A

6#4600L

71

2#4500L


2#5150L 2#5200L

2 3 4

2#5200 2#5200 2#5200

2#5200 2#5200

son 2A

Zarpa Zp-11A

6#4372U

77

2#4372U


2#5100L2#5100L

son 1A

Zarpa Zp-12A

6#4422U

KK

2#4422U


2#5100L2#5100L

60

2020

14

son 4A

Zarpa Zp-03A

6#4564U

HD

2#4564U


2#5150L2#5150L

E F G

60

2020

14

60

2020

14

60

2020

14

60

2020

14

60

2020

14

60

2020

14

60

2020

14

60

2020

14

60

2020

14

60

2020

14

60

2020

14

6#4600L

2#4500L

6#4500L

2#4600L



# 4 4 1 5 L


0.95

Db.

1.591.91

1.27

Cantidad de barras

3

56

4

# Barra


Traslapo B


Inf.15

Ganchos

2530

20

Inf.54

91109

7342

Sup.

54

7084

91109

56 73

Traslapo A

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

Sup.

70

118142

95

1- Concreto

2- Refuerzo



# Barra

34

678

5

4256



84121139

70


5473

109158181

91

121139

158181 181

158 205235

78

3540

2.222.54


A

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

ESCALA 1:50

PLANTA ESTRUCTURA DE MURO EN MAMPOSTERIA ESTRUCTURAL REFORZADA



# 4 4 1 5 L

Cantidad de barras # barra en octavos de pulgada

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

1- Concreto2- Refuerzo



# Barra

34

678

5

4256



84121139

70


5473

109158181

91


8

SUBE

15#3150@30

15#3150@30

7#3150@30

13#3120L @30

13#3120L @30

7#3120L @30

15#3150@30

7#3120L @30

12#3200@30 12#3200@30

4#

31

00

@3

0

4#

31

00

@3

0

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

15#3150@30

15#3150@30

7#3150@30

9#3120L @30

13#3120L @30

7#3120L @30

15#3150@30

7#3120L @30

12#3200@3012#3200@30

4#

31

00

@3

0

4#

31

00

@3

0

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

15#3150@30

15#3150@30

7#3150@30

9#3120L @30

13#3120L @30

7#3120L @30

15#3150@30

7#3120L @30

12#3200@30 12#3200@30

4#

31

00

@3

0

4#

31

00

@3

0

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

15#3150@30

15#3150@30

7#3150@30

9#3120L @30

13#3120L @30

7#3120L @30

15#3150@30

7#3120L @30

12#3200@3012#3200@30

4#

31

00

@3

0

4#

31

00

@3

0

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

MALLA 221

6.5mm

AMBAS

CARAS

52

#3

20

0@

20

52

#3

20

0@

20

15

#3

12

0L

@2

01

5#

31

20

L@

20

ESCALA 1:50

PLANTA ESTRUCTURA DE LOSA DE ENTREPISO TIPO

NIVELES N0+2.52, 5.04, 7.56, 10.08

52

#3

20

0@

20

52

#3

20

0@

20



# 4 4 1 5 L

Cantidad de barras # barra en octavos de pulgada

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25




# Barra

34

678

5

4256



84121139

70


5473

109158181

91


E#2066

9

8

16

2#3 Corrido

2#3 Corrido 8

16

@20 cm Ø 14'' L=0.66 m

ESCALA 1:50

PLANTA VIGAS DE AMARRE SOBRE MUROS

Va-01

Va-01

Va-01

Va-01

Va-02Va-02

Va-01 Va-01

Va-01 Va-01

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-01

Va-01

Va-01

Va-01

Va-02 Va-02

Va-01Va-01

Va-01Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-02Va-02

Va-01 Va-01

Va-01 Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01

Va-01 Va-02

Va-01Va-01

Va-01Va-01

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

Va-0

1

A

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

1 1

2 2

3 3

4 4

6 6

7 7

5 5

5' 5'

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

I

I

E#2078

9

8

22

2#3 Corrido

2#3 Corrido 8

22

@15 cm Ø 14'' L=0.78 m

AJ#3071@15

E#2078@15

E#2074@15E#2074@15



# 4 4 1 5 L


0.95

Db.

1.591.91

1.27

Cantidad de barras

3

56

4

# Barra


Traslapo B


Inf.15

Ganchos

2530

20

Inf.54

91109

7342

Sup.

54

7084

91109

56 73

Traslapo A

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

Sup.

70

118142

95

1- Concreto

2- Refuerzo



# Barra

34

678

5

4256



84121139

70


5473

109158181

91

121139

158181 181

158 205235

78

3540

2.222.54


120

60

1 23

4 123

4

12 3

4 123

4

ESCALA 1:50

PLANTA ESTRUCTURA METALICA CUBIERTA

1 1

2 2

3 3

4 4

6 6

7 7

5 5

1 1

2 2

3 3

4 4

6 6

7 7

5 5

AJ#3071@15

E#2074@15



# 4 4 1 5 L


0.95

Db.

1.591.91

1.27

Cantidad de barras

3

56

4

# Barra


Traslapo B


Inf.15

Ganchos

2530

20

Inf.54

91109

7342

Sup.

54

7084

91109

56 73

Traslapo A

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

Sup.

70

118142

95

1- Concreto

2- Refuerzo



# Barra

34

678

5

4256



84121139

70


5473

109158181

91

121139

158181 181

158 205235

78

3540

2.222.54


D:\Documentos\PROYECTOS 2014\LOGO LCQA-02.jpg




AJ#3071@15

E#2078@15

123467 51 2 3 4 6 75

Cinta 12X10

6

7 56 75

Solapa Lamina galv.

Alfagia en concreto

C120X60-1.5mm

Solapa Lamina galv.

Cinta 12X10

C120X60-1.5mm

ESCALA 1:25

CORTE 1-1

123467 51 2 3 4 6 75

ESCALA 1:25

CORTE 2-2

ESCALA 1:25

CORTE 3-3

ESCALA 1:40

CORTE 4-4

23467 52 3 4 6 75

Solapa Lamina galv.

Alfagia en concretoAlfagia en concretoAlfagia en concreto

Alfagia en concreto

Alfagia en concreto

Alfagia en concreto

Alfagia en concreto

Alfagia en concreto

Alfagia en concreto

LOSA CANAL MACIZA E=0.12

C120X60-1.5mm

C120X60-1.5mm

C120X60-1.5mmCinta 12X10

Cinta 12X10

Cinta 12X10

Cinta 12X10

Cinta 12X10

Cinta 12X10

C120X60-1.5mm

Cinta 12X10

C120X60-1.5mm

Cinta 12X10

C120X60-1.5mm

Cinta 12X10

C120X60-1.5mm

C120X60-1.5mm

C120X60-1.5mm

C120X60-1.5mm

C120X60-1.5mm

C120X60-1.5mm

ESCALA 1:25

CORTES TRANSVERSALES TIPO ESTRUCTURA DE CUBIERTA




AJ#3071@15

E#2078@15

120

60



# 4 4 1 5 L


0.95

Db.

1.591.91

1.27

Cantidad de barras

3

56

4

# Barra


Traslapo B


Inf.15

Ganchos

2530

20

Inf.54

91109

7342

Sup.

54

7084

91109

56 73

Traslapo A

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

Sup.

70

118142

95

1- Concreto

2- Refuerzo



# Barra

34

678

5

4256



84121139

70


5473

109158181

91

121139

158181 181

158 205235

78

3540

2.222.54








# 4 4 1 5 L


0.95

Db.

1.591.91

1.27

Cantidad de barras

3

56

4

# Barra


Traslapo B


Inf.15

Ganchos

2530

20

Inf.54

91109

7342

Sup.

54

7084

91109

56 73

Traslapo A

GANCHOS

Ø

1/2"=#43/8"=#3

Ø

5/8"=#5

L(Cms.)

1520

90 L

25

Sup.

70

118142

95


MATERIALES

f'c = 21 MPa - 3000 Psi - 210 Kg/cm2fy = 260 MPa (¢ <= 1/4")


# Barra

34

678

5

4256



84121139

70


5473

109158181

91

121139

158181 181

158 205235

78

3540

2.222.54



Memorias de calculo edificio multifamiliar la sultana

Engineering

Transcript of Memorias de calculo edificio multifamiliar la sultana