ALBAÑILERIA TIPICA (2).xlsx

ALBAÑILERIA CONFINADA DE 5 NIVELESLa albañilería confinada es la técnica de construcción que se emplea normalmente para la edificación de una vivienda, En este tipo de construcción se utilizan ladrillos de arcilla cocida,

columnas de amarre, vigas soleras, etc

En este tipo de viviendas primero se construye el muro de ladrillo, luego se procede a vaciar el concreto de las columnas de amarre y, finalmente, se construye el techo en conjunto con las vigas.

Tipo de diseño: ALBAÑILERIA CONFINADA

Numero de pisos: 5

Altura de cada piso: 2.5

Ubicacion: HUANUCO

ESPESOR MINIMO DE MUROS

t= Espesor efectivo de muro

Donde:

"h" = Es la altura libre entre los elementos de arriostrehorizontales o la altura efectiva de pandeo.

* Analizamos en las zona sismica 2.

t(m)= 0.125h(m)= 2.5

entonces: t(m)= 0.131to,2do,3ro,4to y 5to

consideramos: t (m)= 0.13

Ya que es el espesor minimo de un muro de soga.

SEGUN NORMA E - 020

VIGAS SOLERAS EN Y - Y: 0.15 x 0.3VIGAS SOLERAS EN X - X: 0.15 x 0.3

La albañilería confinada es la técnica de construcción que se emplea normalmente para la edificación de una vivienda, En este tipo de construcción se utilizan ladrillos de arcilla cocida,

En este tipo de viviendas primero se construye el muro de ladrillo, luego se procede a vaciar el concreto de las columnas de amarre y, finalmente, se construye el techo en conjunto con las vigas.

PREDIMENCIONAMIENTO DE LOSA ALIGERADA

LOSA ALIGERADAe (cm) = 20

PROPIEDADES DE LOS MATERIALES

CONCRETO f'c (kg/cm2) : 210ACERO fy (kg/cm2) : 4200

ALBAÑILERIA - PILAS f'm (ton/m2) : 650LADRILLO: king kong industrial

MORTERO (cemento : arena gruesa) : 1 en 4

CARGAS MUERTAS Y VIVAS

CONCRETO ARMADO Ƴ (kg/m3) : 2400LOSA ALIGERADA (e=20cm) (kg/m2): 300

ACABADOS (kg/m2) : 100SOBRECARGA DE LA AZOTEA (kg /cm2) : 100SOBRECARGA DE VIVIENDA (kg/cm2) : 200* MUROS DE ALBAÑILERIA (kg/m3) : 1900

* En el caso de MUROS DE ALBAÑILERIA se consideró el tarrajeo.

CARGA DE LOSA ALIGERADA (norma E - 020):

CARGA VIVA EN LOS TECHOS:Para los techos con una inclinacion hasta 3 grados con respecto hasta la horizontal 100 (kg/cm2) segun norma E - 020.

SOBRECARGA (norma E - 020)

PREDIMENCIONAMIENTO DE LOSA ALIGERADA

DENSIDAD MINIMA DE MUROS

SEGUN NORMA E - 020

Para muros portantes (ver Artículo 17) a reforzar en cada dirección del edificio se obtendrá mediante la siguiente expresión:

Donde: “Z”, “U” y “S” corresponden a los factores de zona sísmica, importancia y de suelo, respectivamente, especificados en la NTE E.030 Diseño Sismorresistente. “N” es el número de pisos del edificio; “L” es la longitud total del muro (incluyendo columnas, sí existiesen); y, “t” es el espesor efectivo del muro PRIMER NIVEL AL QUINTO NIVEL

FACTOR DE ZONA (Z) 0.3FACTOR DE USO (VIVIENDA) (U) 1

FACTOR DE SUELO (SUELO INTERMEDIO) (S) 1.2NUMERO DE PISOS DEL EDIFICIO (N) 1

AREA DE LA PLANTA TIPICA (Ap) 139.16

DIRECCION X-X

Muro AparejoEspesor Largo Area 1 3.84

t(m) (m) de muroX1 Soga 0.13 1.82 0.24 2 0.03X2 Soga 0.13 3.28 0.43X3 Soga 0.13 2.23 0.29 3 ZUSN/56= 0.01X4 Soga 0.13 2.9 0.38X5 Soga 0.13 2.45 0.32 ∑ Lt/Ap≥ZUSN/56 SI CUMPLEX6 Soga 0.13 1.63 0.21X7 Soga 0.13 1.5 0.20X8 Soga 0.13 2.9 0.38X9 Soga 0.13 3.3 0.43

X10 Soga 0.13 2.9 0.38X11 Soga 0.13 2.65 0.34X12 Soga 0.13 2 0.26

∑ Lt =

∑ Lt/Ap =

DIRECCION Y-Y


t(m) (m) de muroY1 Soga 0.13 6.02 0.78 2 0.05Y2 Soga 0.13 2.88 0.37Y3 Soga 0.13 3.90 0.51 3 ZUSN/56= 0.01Y4 Soga 0.13 1.40 0.18Y5 Soga 0.13 5.49 0.71 ∑ Lt/Ap≥ZUSN/56 SI CUMPLEY6 Soga 0.13 6.15 0.80Y7 Soga 0.13 4.12 0.54Y8 Soga 0.13 4.74 0.62Y9 Soga 0.13 1.09 0.14

Y10 Soga 0.13 1.60 0.21Y11 Soga 0.13 4.27 0.56Y12 Soga 0.13 4.59 0.60

Y13 Soga 0.13 1.78 0.23Y14 Soga 0.13 2.14 0.28Y15 Soga 0.13 2.48 0.32Y16 Soga 0.13 4.35 0.57

∑ Lt =

∑ Lt/Ap =

COMPROBANDO

En caso de usar el espesor de 0.23 CUMPLE enla densidad de muro pero NO CUMPLE en los esfuerzos axiales en X

Para muros portantes (ver Artículo 17) a reforzar en cada dirección del edificio se obtendráDENSIDAD MINIMA DE MURO

PRIMER NIVEL AL QUINTO NIVEL

Donde: “Z”, “U” y “S” corresponden a los factores de zona sísmica, importancia y de suelo, FACTOR DE ZONA (Z) 0.3FACTOR DE USO (VIVIENDA) (U) 1

FACTOR DE SUELO (SUELO INTERMEDIO) (S) 1.2NUMERO DE PISOS DEL EDIFICIO (N) 1

AREA DE LA PLANTA TIPICA (Ap) 139.16

DIRECCION X-X


t(m) (m) de muroX1 Cabeza 0.23 1.82 0.42 2 0.05X2 Cabeza 0.23 3.28 0.75X3 Cabeza 0.23 2.23 0.51 3 ZUSN/56= 0.01X4 Cabeza 0.23 2.9 0.67X5 Cabeza 0.23 2.45 0.56 ∑ Lt/Ap≥ZUSN/56 SI CUMPLEX6 Cabeza 0.23 1.65 0.38X7 Cabeza 0.23 1.5 0.35

X8 Cabeza 0.23 2.9 0.67X9 Cabeza 0.23 3.3 0.76

X10 Cabeza 0.23 2.9 0.67X11 Cabeza 0.23 2.9 0.67X12 Cabeza 0.23 2.8 0.64X13 Cabeza 0.23 2 0.46

∑ Lt =

∑ Lt/Ap =

Observamos que realizando con el ESPESOR=0.23La densidad minima de muro SI CUMPLE

DENSIDAD DE MUROS EN LA DIRECCION "X"

VERIFICACION DEL ESFUERZO AXIAL MAXIMO "X"

Observamos que realizando con el ESPESOR=0.23La densidad minima de muro SI CUMPLE

Observamos al realizar con ESPESOR=0.23El esfuerzo axial NO CONFORME por lo tanto realizamos con el espesor 0.13 y Si es conforme

Observamos al realizar con ESPESOR=0.23El esfuerzo axial NO CONFORME por lo tanto realizamos con el espesor 0.13 y Si es conforme

En caso de usar el espesor de 0.23 CUMPLE enla densidad de muro pero NO CUMPLE en los

ESFUERZO AXIAL MAXIMO


DENSIDAD DE MUROS EN LA DIRECCION "Y"

MuroLonguitud Espesor H

(M) (m) (m2) (m) (ton) (ton) (ton) (ton) (ton/m2)

Y1 6.02 0.13 0.78 2.5 3.17 1.9 3.72 0.95 0.32 0.65 0.20Y2 2.88 0.13 0.37 2.5 4.78 1.9 1.78 1.43 0.48 0.31 0.20Y3 3.90 0.13 0.51 2.5 4.58 1.9 2.41 1.37 0.46 0.42 0.20Y4 1.40 0.13 0.18 2.5 1.39 1.9 0.86 0.42 0.14 0.15 0.20Y5 5.49 0.13 0.71 2.5 6.46 1.9 3.39 1.94 0.65 0.59 0.20Y6 6.15 0.13 0.80 2.5 10.29 1.9 3.80 3.09 1.03 0.66 0.20Y7 4.12 0.13 0.54 2.5 10.34 1.9 2.54 3.10 1.03 0.44 0.20Y8 4.74 0.13 0.62 2.5 11.72 1.9 2.93 3.52 1.17 0.51 0.20Y9 1.09 0.13 0.14 2.5 3.93 1.9 0.67 1.18 0.39 0.12 0.20

Y10 1.60 0.13 0.21 2.5 5.44 1.9 0.99 1.63 0.54 0.17 0.20Y11 4.27 0.13 0.56 2.5 4.24 1.9 2.64 1.27 0.42 0.46 0.20Y12 4.59 0.13 0.60 2.5 4.64 1.9 2.83 1.39 0.46 0.50 0.20Y13 1.78 0.13 0.23 2.5 1.78 1.9 1.10 0.53 0.18 0.19 0.20Y14 2.14 0.13 0.28 2.5 2.09 1.9 1.32 0.63 0.21 0.23 0.20Y15 2.48 0.13 0.32 2.5 2.53 1.9 1.53 0.76 0.25 0.27 0.20Y16 4.35 0.13 0.57 2.5 4.33 1.9 2.69 1.30 0.43 0.47 0.20

VERIFICACION DEL ESFUERZO AXIAL MAXIMO "Y"

Piso Tipico Servicio 0.15*f'm

P.D (Ton) (Ton/m2) (Ton/m2)

0.63 5.64 0.63 6.27 8.01 90.75 97.5 CONFORME0.96 4.00 0.96 4.96 13.24 90.75 97.5 CONFORME0.92 4.66 0.92 5.58 11.00 90.75 97.5 CONFORME0.28 1.57 0.28 1.85 10.16 90.75 97.5 CONFORME1.29 6.57 1.29 7.86 11.01 90.75 97.5 CONFORME2.06 8.58 2.06 10.64 13.30 90.75 97.5 CONFORME2.07 7.13 2.07 9.19 17.16 90.75 97.5 CONFORME2.34 8.13 2.34 10.47 16.99 90.75 97.5 CONFORME0.79 2.36 0.79 3.15 22.22 90.75 97.5 CONFORME1.09 3.34 1.09 4.42 21.27 90.75 97.5 CONFORME0.85 4.79 0.85 5.64 10.16 90.75 97.5 CONFORME

Area de muro Area

TributariaP.

Especifico

Peso Muro

Peso Losa

Peso Acab.

Peso Solera

Sobre Carga

Piso Tipico

Esfuerzo de comprension

0.2*f'm*(1-(h/35e)^2)

ESFUERZO MAXIMO

P.Viva (Ton)

P.L (Ton)

P.D+P.L (Ton)

0.93 5.19 0.93 6.11 10.25 90.75 97.5 CONFORME

0.36 2.00 0.36 2.36 10.20 90.75 97.5 CONFORME0.42 2.39 0.42 2.81 10.09 90.75 97.5 CONFORME0.51 2.81 0.51 3.32 10.29 90.75 97.5 CONFORME0.87 4.89 0.87 5.75 10.17 90.75 97.5 CONFORME

ESFUERZO AXIAL MAXIMO

PRIMER PISO AL QUINTO PISO

DENSIDAD DE MUROS EN LA DIRECCION "X"

MuroLonguitud Espesor H

(M) (m) (m2) (m) (ton) (ton) (ton) (ton) (ton/m2)

X1 1.82 0.13 0.24 2.5 4.57 1.9 1.12 1.37 0.46 0.20 0.20X2 3.28 0.13 0.43 2.5 5.77 1.9 2.03 1.73 0.58 0.35 0.20X3 2.23 0.13 0.29 2.5 12.33 1.9 1.38 3.70 1.23 0.24 0.20X4 2.90 0.13 0.38 2.5 8.30 1.9 1.79 2.49 0.83 0.31 0.20X5 2.45 0.13 0.32 2.5 8.83 1.9 1.51 2.65 0.88 0.26 0.20X6 1.63 0.13 0.21 2.5 2.25 1.9 1.01 0.68 0.23 0.18 0.20X7 1.50 0.13 0.20 2.5 2.78 1.9 0.93 0.83 0.28 0.16 0.20X8 2.90 0.13 0.38 2.5 6.22 1.9 1.79 1.87 0.62 0.31 0.20X9 3.30 0.13 0.43 2.5 6.16 1.9 2.04 1.85 0.62 0.36 0.20

X10 2.90 0.13 0.38 2.5 8.55 1.9 1.79 2.57 0.86 0.31 0.20X11 2.65 0.13 0.34 2.5 9.00 1.9 1.64 2.70 0.90 0.29 0.20X12 2.00 0.13 0.26 2.5 7.04 1.9 1.23 2.11 0.70 0.22 0.20

VERIFICACION DEL ESFUERZO AXIAL MAXIMO "X"

Piso Tipico Servicio 0.15*f'm

P.D (Ton) (Ton/m2) (Ton/m2)

0.91 3.15 0.91 4.06 17.17 90.75 97.5 CONFORME1.15 4.69 1.15 5.84 13.70 90.75 97.5 CONFORME2.47 6.55 2.47 9.02 31.10 90.75 97.5 CONFORME1.66 5.42 1.66 7.08 18.79 90.75 97.5 CONFORME1.77 5.31 1.77 7.08 22.21 90.75 97.5 CONFORME0.45 2.08 0.45 2.53 11.95 90.75 97.5 CONFORME0.56 2.20 0.56 2.76 14.13 90.75 97.5 CONFORME1.24 4.59 1.24 5.84 15.48 90.75 97.5 CONFORME1.23 4.86 1.23 6.09 14.20 90.75 97.5 CONFORME1.71 5.52 1.71 7.23 19.19 90.75 97.5 CONFORME1.80 5.52 1.80 7.32 21.26 90.75 97.5 CONFORME1.41 4.27 1.41 5.68 21.83 90.75 97.5 CONFORME

Area de muro Area

TributariaP.

Especifico

Peso Muro

Peso Losa

Peso Acab.

Peso Solera

Sobre Carga

Piso Tipico

Esfuerzo de comprension

0.2*f'm*(1-(h/35e)^2)

ESFUERZO MAXIMO

P.Viva (Ton)

P.L (Ton)

P.D+P.L (Ton)

ANALISISI ESTATICO

DATOS

DATOSUBICACIÓN HUANUCOSUELOUSO VIVIENDA S/C= 250kg/m2RX PREDOMINANTE PORTANTERY PREDOMINANTE PORTANTE

ZONA SISMICA (Z)= 2PERFIL DE SUELO S3 (S)= 1.4

Tp = 0.9

Categoria C U=1.0, %S/C=25%

Rx= 3Ry= 3

ESTRUCTURA 1

PESO DE LA ESTRUCTURA (Tn) = 781.95

IIREGULARIDADRx= 2Ry= 2

PERIODO (T)

Cx= 60 Pórtante Hn (m)= 12Cy= 60 Pórtante

Tx (S)= 0.20Ty (S)= 0.20

FACTOR DE AMPLIFICACION SISMICA

ARCILLOSO, σ= 2kg/cm2

𝑻=𝒉𝒏/𝑪

𝑪𝒙=𝟐.𝟓𝒙 𝑻𝒑/𝑻𝒙≤𝟐.𝟓

Tp/TxCx= 11.25 Cx= 2.50Cy= 11.25 Cy= 2.50

CORTANTE EN LA BASE EN LA DIRECCION EN X

Vx=ZUSCx P

Vx (Tn) = 2736.82Rx

CORTANTE EN LA BASE EN LA DIRECCION EN Y

Vy=ZUSCy P

Vy (Tn) = 2736.82Ry

DISTRIBUCION DE FUERZAS EN ALTURA

DIRECCION X Vx=ZUSCx P

Rx

Pi (tn) Pi*h Fi*t (t) Cortante Vi*h (t)

5 2.5 12.50 156.39 1954.87 912.27 912.27

4 2.5 10.00 156.39 1563.90 729.82 1642.09

3 2.5 7.50 156.39 1172.92 547.36 2189.46

2 2.5 5.00 156.39 781.95 364.91 2554.36

1 2.5 2.50 156.39 390.97 182.45 2736.82

TOTAL 2.5 12.50 781.95 5864.61 2736.82

Total de pisos de

edificación

Alt entre piso (m)

Altura total h1

𝑪𝒙=𝟐.𝟓𝒙 𝑻𝒑/𝑻𝒙≤𝟐.𝟓

DIRECCION Y Vy=ZUSCy P

Ry

Pi (tn) Pi*h Fi*t (t) Cortante Vi*h (t)

5 2.5 12.50 156.39 1954.87 912.27 912.27

4 2.5 10.00 156.39 1563.90 729.82 1642.09

3 2.5 7.50 156.39 1172.92 547.36 2189.46

2 2.5 5.00 156.39 781.95 364.91 2554.36

1 2.5 2.50 156.39 390.97 182.45 2736.82

TOTAL 2.5 12.50 781.95 5864.61 2736.82

Total de pisos de

edificación

Alt entre piso (m)

Altura total h1

ANALISIS DE CORTE DIRECTO

DATOS

f'c= 210 Kg/cmf'm= 65 Kg/cmEc= 217370.65 Kg/cm

Em= 32500 Kg/cmn= 0.15


Corte Basal: V= 2736.82

DIRECCION X

MuroLonguitud t (cm)

H (cm)Rigidez X-X

Kxi/ΣkxiCte Directo

Kxi Vmi-X(cm) Espesor (kg/cm) (%) (Kg)

X1 182.00 13 260 2366.00 26493 3.91% 107.11X2 328.00 13 260 4264.00 96674 14.28% 390.85X3 223.00 13 260 2899.00 42948 6.34% 173.64X4 290.00 13 260 3770.00 75822 11.20% 306.55X5 245.00 13 260 3185.00 53049 7.84% 214.48X6 163.00 13 260 2119.00 20101 2.97% 81.27X7 150.00 13 260 1950.00 16231 2.40% 65.62X8 290.00 13 260 3770.00 75822 11.20% 306.55X9 330.00 13 260 4290.00 97802 14.45% 395.42

X10 290.00 13 260 3770.00 75822 11.20% 306.55X11 265.00 13 260 3445.00 62861 9.29% 254.15X12 200.00 13 260 2600.00 33299 4.92% 134.63

Suma 676924 kg

Area de Muro (cm²)

DIRECCION Y

MuroLonguitud t (cm)

H (cm)Rigidez X-X

Kxi/ΣkxiCte Directo

Kxi Vmi-X(cm) Espesor (kg/cm) (%) (Kg)

Y1 602.00 13 260 7826.00 261136 13.45% 367.98Y2 288.00 13 260 3744.00 74760 3.85% 105.35Y3 390.00 13 260 5070.00 132645 6.83% 186.92Y4 140.00 13 260 1820.00 13545 0.70% 19.09Y5 549.00 13 260 7137.00 228918 11.79% 322.58Y6 615.00 13 260 7995.00 269017 13.85% 379.08Y7 412.00 13 260 5356.00 145766 83.71% 11.72Y8 474.00 13 260 6162.00 183240 9.43% 1.32Y9 109.00 13 260 1417.00 6876 0.35% 9.69

Y10 160.00 13 260 2080.00 19171 0.99% 27.01Y11 427.00 13 260 5551.00 154778 7.97% 218.10Y12 459.00 13 260 5967.00 174129 8.97% 245.37Y13 178.00 13 260 2314.00 25077 1.29% 35.34Y14 214.00 13 260 2782.00 39054 2.01% 55.03Y15 248.00 13 260 3224.00 54486 2.81% 76.78Y16 435.00 13 260 5655.00 159602 8.22% 224.90

Suma 1942199 kg

Area de Muro (cm²)

Cte Directo

Cte Directo

METRADO DE CARGAS


LOSA ALIGERADA AREA TECHADA(m2) PESO(kg/m2) PESO(kg)L - SOTANO 134.15 m2 350 kg/m2 46952.50 kg

VIGA b(m) L(m) PESO(kg)V-X 0.15 0.30 33.54 2400.00 3622.32 kgV-Y 0.15 0.30 57.03 2400.00 6159.24 kg

9781.56 kg

ACABADOS AREA BRUTA(m2) AREADECOLUMNAS AREA DE MUROS (kg/m2)ACAB -TOTAL 139.16 m2 1.1625 m2 10.0867 m2 100.00 12791.08

COLUMNA b(m) h(m) CANTIDAD ϒc(kg/m3)C - 1 0.15 0.25 2.50 31.00 2400.00 6975.00

6975.00

LONGITUD (m) e(m) H(m) ϒc(kg/m3) PESO(kg)

X1 1.82 0.13 2.50 1900.00 1123.85X2 3.28 0.13 2.50 1900.00 2025.40X3 2.23 0.13 2.50 1900.00 1377.03X4 2.90 0.13 2.50 1900.00 1790.75X5 2.45 0.13 2.50 1900.00 1512.88X6 1.63 0.13 2.50 1900.00 1006.53X7 1.50 0.13 2.50 1900.00 926.25X8 2.90 0.13 2.50 1900.00 1790.75X9 3.30 0.13 2.50 1900.00 2037.75

X10 2.90 0.13 2.50 1900.00 1790.75X11 2.65 0.13 2.50 1900.00 1636.38X12 2.00 0.13 2.50 1900.00 1235.00

TOTAL 29.56 18253.30

MUROS PORTANTES X

LONGITUD (m) e(m) H(m) ϒc(kg/m3) PESO(kg)

Y1 6.02 0.13 2.50 1900.00 3717.35Y2 2.88 0.13 2.50 1900.00 1778.40Y3 3.90 0.13 2.50 1900.00 2408.25Y4 1.40 0.13 2.50 1900.00 864.50Y5 5.49 0.13 2.50 1900.00 3390.08Y6 6.15 0.13 2.50 1900.00 3797.63Y7 4.12 0.13 2.50 1900.00 2544.10Y8 4.74 0.13 2.50 1900.00 2926.95Y9 1.09 0.13 2.50 1900.00 673.08

Y10 1.60 0.13 2.50 1900.00 988.00Y11 4.27 0.13 2.50 1900.00 2636.72Y12 4.59 0.13 2.50 1900.00 2834.33Y13 1.78 0.13 2.50 1900.00 1099.15

TOTAL 48.03 29658.53

TABIQUERIA AREA DE ACABADOS S/C(kg/m2) PESO(kg)T- TOTAL 127.91 m2 200 25582.16

SOBRE CARGA % AREA DE ACABADOS S/C(kg/m2) PESO(kg)T-E 0.25 127.91 m2 200 6395.54

Kg TnCM 149994.1 149.99413CV 6395.54 6.39554

PESO TOTAL 156.39 tn

PESO TOTAL

TOTAL = 781.95 Tn

MUROS PORTANTES X

STORY DRIFT

Story Item Load Point X Y Z DriftX DriftYSTORY5 Max Drift X DEAD 36 3.04 0 12 0.000218STORY5 Max Drift Y DEAD 48 0 10.71 12 0.000032STORY5 Max Drift X LIVE 43 5.74 19.6 12 0STORY5 Max Drift Y LIVE 45 7.1 14.06 12 0STORY5 Max Drift X SISMOX 43 5.74 19.6 12 0.036369STORY5 Max Drift Y SISMOX 40 7.1 12.81 12 0.002113STORY5 Max Drift X SIMOY 43 5.74 19.6 12 0.034858STORY5 Max Drift Y SIMOY 2 0 0 12 0.002932STORY4 Max Drift X DEAD 36 3.04 0 9.6 0.000196STORY4 Max Drift Y DEAD 2 0 0 9.6 0.000028STORY4 Max Drift X LIVE 43 5.74 19.6 9.6 0STORY4 Max Drift Y LIVE 40 7.1 12.81 9.6 0STORY4 Max Drift X SISMOX 43 5.74 19.6 9.6 0.036408STORY4 Max Drift Y SISMOX 45 7.1 14.06 9.6 0.002007STORY4 Max Drift X SIMOY 43 5.74 19.6 9.6 0.034764STORY4 Max Drift Y SIMOY 48 0 10.71 9.6 0.003513STORY3 Max Drift X DEAD 36 3.04 0 7.2 0.000158STORY3 Max Drift Y DEAD 48 0 10.71 7.2 0.000023STORY3 Max Drift X LIVE 43 5.74 19.6 7.2 0STORY3 Max Drift Y LIVE 45 7.1 14.06 7.2 0STORY3 Max Drift X SISMOX 43 5.74 19.6 7.2 0.033557STORY3 Max Drift Y SISMOX 45 7.1 14.06 7.2 0.001738STORY3 Max Drift X SIMOY 43 5.74 19.6 7.2 0.031885STORY3 Max Drift Y SIMOY 6 0 19.6 7.2 0.003784STORY2 Max Drift X DEAD 36 3.04 0 4.8 0.000104STORY2 Max Drift Y DEAD 48 0 10.71 4.8 0.000015STORY2 Max Drift X LIVE 43 5.74 19.6 4.8 0STORY2 Max Drift Y LIVE 7 7.1 19.6 4.8 0STORY2 Max Drift X SISMOX 43 5.74 19.6 4.8 0.026393STORY2 Max Drift Y SISMOX 7 7.1 19.6 4.8 0.001228STORY2 Max Drift X SIMOY 43 5.74 19.6 4.8 0.024928STORY2 Max Drift Y SIMOY 48 0 10.71 4.8 0.003681STORY1 Max Drift X DEAD 36 3.04 0 2.4 0.000037STORY1 Max Drift Y DEAD 6 0 19.6 2.4 0.000005STORY1 Max Drift X LIVE 43 5.74 19.6 2.4 0STORY1 Max Drift Y LIVE 7 7.1 19.6 2.4 0STORY1 Max Drift X SISMOX 43 5.74 19.6 2.4 0.013129STORY1 Max Drift Y SISMOX 7 7.1 19.6 2.4 0.000449STORY1 Max Drift X SIMOY 43 5.74 19.6 2.4 0.012273

STORY1 Max Drift Y SIMOY 6 0 19.6 2.4 0.002893

VERIFICANDO

NIVELES DriftX DriftY

QUINTO NIVEL 0.000218 CUMPLE0.000032 CUMPLE

h= 12 00

(Hx5/1000)= 0.06

0.036369 CUMPLE0.002113 CUMPLE


CUARTO NIVEL 0.000196 CUMPLE0.000028 CUMPLE

h= 9.6 00

(Hx5/1000)= 0.048



TERCER NIVEL 0.000158 CUMPLE0.000023 CUMPLE

h= 7.2 00

(Hx5/1000)= 0.036



SEGUNDO NIVEL 0.000104 CUMPLE0.000015 CUMPLE

h= 4.8 00

(Hx5/1000)= 0.024

0.026393 NO CUMPLE0.001228 CUMPLE


PRIMER NIVEL 0.000037 CUMPLE0.000005 CUMPLE

h= 2.4 00

(Hx5/1000)= 0.012


0.012273 NO CUMPLE

DX<(Hx5/1000)

DX<(Hx5/1000)

(Hx5/1000)= 0.012

0.002893 CUMPLE

PIER FORCES

Story Pier Load Loc P V2 V3 T M2 M3STORY5 X1 DEAD Top -0.14 0 0 0 0 -0.114STORY5 X1 DEAD Bottom -1.21 0 0 0 0 -0.12STORY5 X1 LIVE Top 0 0 0 0 0 0STORY5 X1 LIVE Bottom -0.4 0 0 0 0 0STORY5 X1 SISMOX Top -5.17 2.57 -0.02 -0.077 0.023 -4.271STORY5 X1 SISMOX Bottom -5.17 2.57 -0.02 -0.077 -0.027 1.905STORY5 X1 SIMOY Top -4.39 0.48 -0.05 -0.057 0.034 -3.627STORY5 X1 SIMOY Bottom -4.39 0.48 -0.05 -0.057 -0.088 -2.476STORY4 X1 DEAD Top -1.32 -0.03 0 0 0 -0.205STORY4 X1 DEAD Bottom -2.39 -0.03 0 0 0 -0.265STORY4 X1 LIVE Top -0.4 0 0 0 0 0STORY4 X1 LIVE Bottom -1.2 0 0 0 0 0STORY4 X1 SISMOX Top -36.27 25.36 -0.02 -0.071 0.025 -23.718STORY4 X1 SISMOX Bottom -36.27 25.36 -0.02 -0.071 -0.033 37.152STORY4 X1 SIMOY Top -27.41 20.41 0.01 -0.065 -0.049 -21.444STORY4 X1 SIMOY Bottom -27.41 20.41 0.01 -0.065 -0.033 27.547STORY3 X1 DEAD Top -2.5 -0.01 0 0 0 -0.35STORY3 X1 DEAD Bottom -3.57 -0.01 0 0 0.001 -0.373STORY3 X1 LIVE Top -1.2 0 0 0 0 0STORY3 X1 LIVE Bottom -1.99 0 0 0 0 0STORY3 X1 SISMOX Top -98.2 35.85 -0.03 -0.056 0.032 -13.855STORY3 X1 SISMOX Bottom -98.2 35.85 -0.03 -0.056 -0.044 72.18STORY3 X1 SIMOY Top -66.69 25.36 0.03 -0.064 -0.044 -4.802STORY3 X1 SIMOY Bottom -66.69 25.36 0.03 -0.064 0.034 56.054STORY2 X1 DEAD Top -3.71 0.01 0 0 0 -0.487STORY2 X1 DEAD Bottom -4.79 0.01 0 0 0.001 -0.462STORY2 X1 LIVE Top -1.99 0 0 0 0 0STORY2 X1 LIVE Bottom -2.79 0 0 0 0 0STORY2 X1 SISMOX Top -179.01 45.61 -0.03 -0.037 0.03 5.617STORY2 X1 SISMOX Bottom -179.01 45.61 -0.03 -0.037 -0.035 115.086STORY2 X1 SIMOY Top -109.16 30.88 -0.01 -0.075 -0.016 21.059STORY2 X1 SIMOY Bottom -109.16 30.88 -0.01 -0.075 -0.033 95.161STORY1 X1 DEAD Top -4.95 0.01 0 0 0.001 -0.598STORY1 X1 DEAD Bottom -6.03 0.01 0 0 0.001 -0.569STORY1 X1 LIVE Top -2.79 0 0 0 0 0STORY1 X1 LIVE Bottom -3.59 0 0 0 0 0STORY1 X1 SISMOX Top -318.37 105.85 -0.01 -0.014 0.018 0.38STORY1 X1 SISMOX Bottom -318.37 105.85 -0.01 -0.014 -0.003 254.424STORY1 X1 SIMOY Top -211.92 105.69 0.37 -0.039 -0.197 10.608STORY1 X1 SIMOY Bottom -211.92 105.69 0.37 -0.039 0.691 264.261STORY5 X2 DEAD Top -1.48 -1.73 0 -0.002 0 1.473STORY5 X2 DEAD Bottom -3.56 -1.73 0 -0.002 -0.001 -2.678

STORY5 X2 LIVE Top 0 0 0 0 0 0STORY5 X2 LIVE Bottom -0.77 0 0 0 0 0STORY5 X2 SISMOX Top -19.89 319.78 -0.28 0.55 0.326 -359.264STORY5 X2 SISMOX Bottom -19.89 319.78 -0.28 0.55 -0.348 408.203STORY5 X2 SIMOY Top -7.95 325.86 -0.08 0.655 0.065 -370.244STORY5 X2 SIMOY Bottom -7.95 325.86 -0.08 0.655 -0.132 411.83STORY4 X2 DEAD Top -5.3 -1.53 0 -0.002 0.003 0.271STORY4 X2 DEAD Bottom -7.38 -1.53 0 -0.002 -0.001 -3.399STORY4 X2 LIVE Top -0.77 0 0 0 0 0STORY4 X2 LIVE Bottom -2.31 0 0 0 0 0STORY4 X2 SISMOX Top -57.9 410.88 -0.32 0.562 0.36 -390.143STORY4 X2 SISMOX Bottom -57.9 410.88 -0.32 0.562 -0.417 595.961STORY4 X2 SIMOY Top -3.56 427.34 0.21 0.684 -0.312 -418.52STORY4 X2 SIMOY Bottom -3.56 427.34 0.21 0.684 0.201 607.107STORY3 X2 DEAD Top -9.04 -1.27 0 -0.002 0.001 -0.904STORY3 X2 DEAD Bottom -11.12 -1.27 0 -0.002 0 -3.94STORY3 X2 LIVE Top -2.31 0 0 0 0 0STORY3 X2 LIVE Bottom -3.85 0 0 0 0 0STORY3 X2 SISMOX Top -95.22 469.82 -0.36 0.543 0.396 -330.113STORY3 X2 SISMOX Bottom -95.22 469.82 -0.36 0.543 -0.478 797.46STORY3 X2 SIMOY Top 35.07 495.58 0.41 0.674 -0.524 -369.627STORY3 X2 SIMOY Bottom 35.07 495.58 0.41 0.674 0.468 819.754STORY2 X2 DEAD Top -12.69 -0.89 0 -0.001 0.002 -2.081STORY2 X2 DEAD Bottom -14.77 -0.89 0 -0.001 0.001 -4.223STORY2 X2 LIVE Top -3.85 0 0 0 0 0STORY2 X2 LIVE Bottom -5.39 0 0 0 0 0STORY2 X2 SISMOX Top -128.62 475.61 -0.34 0.428 0.362 -165.573STORY2 X2 SISMOX Bottom -128.62 475.61 -0.34 0.428 -0.46 975.898STORY2 X2 SIMOY Top 105.5 510.88 0.59 0.55 -0.718 -210.261STORY2 X2 SIMOY Bottom 105.5 510.88 0.59 0.55 0.702 1015.846STORY1 X2 DEAD Top -16.19 -0.33 0 0 0.001 -3.265STORY1 X2 DEAD Bottom -18.27 -0.33 0 0 0.001 -4.067STORY1 X2 LIVE Top -5.39 0 0 0 0 0STORY1 X2 LIVE Bottom -6.93 0 0 0 0 0STORY1 X2 SISMOX Top -129.38 386.99 -0.15 0.17 0.166 143.92STORY1 X2 SISMOX Bottom -129.38 386.99 -0.15 0.17 -0.201 1072.697STORY1 X2 SIMOY Top 227.52 422.55 1.18 0.249 -1.138 110.828STORY1 X2 SIMOY Bottom 227.52 422.55 1.18 0.249 1.687 1124.943STORY5 X3 DEAD Top -0.96 -0.92 0 0 0 1.024STORY5 X3 DEAD Bottom -2.36 -0.92 0 0 0.001 -1.173STORY5 X3 LIVE Top 0 0 0 0 0 0STORY5 X3 LIVE Bottom -0.52 0 0 0 0 0STORY5 X3 SISMOX Top -26.93 -21.92 0.01 -0.106 -0.017 29.276STORY5 X3 SISMOX Bottom -26.93 -21.92 0.01 -0.106 0.011 -23.321STORY5 X3 SIMOY Top -20.14 -17.2 0.08 0.031 -0.136 22.015

STORY5 X3 SIMOY Bottom -20.14 -17.2 0.08 0.031 0.061 -19.264STORY4 X3 DEAD Top -3.77 -0.68 0 0 0 0.327STORY4 X3 DEAD Bottom -5.17 -0.68 0 0 0 -1.305STORY4 X3 LIVE Top -0.52 0 0 0 0 0STORY4 X3 LIVE Bottom -1.56 0 0 0 0 0STORY4 X3 SISMOX Top -42.64 26.6 0.01 -0.097 -0.03 -5.347STORY4 X3 SISMOX Bottom -42.64 26.6 0.01 -0.097 0.006 58.484STORY4 X3 SIMOY Top -21.8 32.62 0.18 0.096 -0.286 -16.276STORY4 X3 SIMOY Bottom -21.8 32.62 0.18 0.096 0.157 62.007STORY3 X3 DEAD Top -6.4 -0.65 0 0 0 0.004STORY3 X3 DEAD Bottom -7.8 -0.65 0 0 0.001 -1.546STORY3 X3 LIVE Top -1.56 0 0 0 0 0STORY3 X3 LIVE Bottom -2.59 0 0 0 0 0STORY3 X3 SISMOX Top 11.92 64.81 0.02 -0.079 -0.047 1.637STORY3 X3 SISMOX Bottom 11.92 64.81 0.02 -0.079 -0.007 157.176STORY3 X3 SIMOY Top 46.68 70.59 0.24 0.158 -0.318 -9.643STORY3 X3 SIMOY Bottom 46.68 70.59 0.24 0.158 0.261 159.779STORY2 X3 DEAD Top -8.99 -0.6 0 0 0 -0.274STORY2 X3 DEAD Bottom -10.39 -0.6 0 0 0.001 -1.722STORY2 X3 LIVE Top -2.59 0 0 0 0 0STORY2 X3 LIVE Bottom -3.63 0 0 0 0 0STORY2 X3 SISMOX Top 134.62 107.15 0.02 -0.051 -0.068 27.579STORY2 X3 SISMOX Bottom 134.62 107.15 0.02 -0.051 -0.026 284.746STORY2 X3 SIMOY Top 182.23 113.5 0.17 0.231 -0.287 16.539STORY2 X3 SIMOY Bottom 182.23 113.5 0.17 0.231 0.126 288.944STORY1 X3 DEAD Top -11.34 -0.28 0 0 0.001 -0.701STORY1 X3 DEAD Bottom -12.74 -0.28 0 0 0.001 -1.377STORY1 X3 LIVE Top -3.63 0 0 0 0 0STORY1 X3 LIVE Bottom -4.67 0 0 0 0 0STORY1 X3 SISMOX Top 340.22 170.17 0.01 -0.017 -0.079 66.731STORY1 X3 SISMOX Bottom 340.22 170.17 0.01 -0.017 -0.054 475.131STORY1 X3 SIMOY Top 399.72 179.85 0.6 0.153 -0.456 58.388STORY1 X3 SIMOY Bottom 399.72 179.85 0.6 0.153 0.978 490.024STORY5 X4 DEAD Top -0.37 -0.08 0 0.004 0.004 -0.518STORY5 X4 DEAD Bottom -2.2 -0.08 0 0.004 -0.003 -0.719STORY5 X4 LIVE Top 0 0 0 0 0 0STORY5 X4 LIVE Bottom -0.68 0 0 0 0 0STORY5 X4 SISMOX Top -29.26 46.08 0.22 -0.476 -0.266 -41.074STORY5 X4 SISMOX Bottom -29.26 46.08 0.22 -0.476 0.265 69.517STORY5 X4 SIMOY Top -23.81 38.73 0.33 -0.66 -0.434 -33.404STORY5 X4 SIMOY Bottom -23.81 38.73 0.33 -0.66 0.356 59.553STORY4 X4 DEAD Top -2.38 -0.1 0 0.002 0.003 -0.976STORY4 X4 DEAD Bottom -4.22 -0.1 0 0.002 -0.002 -1.221STORY4 X4 LIVE Top -0.68 0 0 0 0 0STORY4 X4 LIVE Bottom -2.04 0 0 0 0 0

STORY4 X4 SISMOX Top -128.97 122.06 0.23 -0.483 -0.28 -70.316STORY4 X4 SISMOX Bottom -128.97 122.06 0.23 -0.483 0.278 222.631STORY4 X4 SIMOY Top -113.93 116.22 0.46 -0.738 -0.609 -66.777STORY4 X4 SIMOY Bottom -113.93 116.22 0.46 -0.738 0.492 212.154STORY3 X4 DEAD Top -4.46 -0.07 0 0.002 0.003 -1.567STORY3 X4 DEAD Bottom -6.3 -0.07 0 0.002 -0.002 -1.744STORY3 X4 LIVE Top -2.04 0 0 0 0 0STORY3 X4 LIVE Bottom -3.4 0 0 0 0 0STORY3 X4 SISMOX Top -303.74 183.12 0.23 -0.46 -0.277 -22.322STORY3 X4 SISMOX Bottom -303.74 183.12 0.23 -0.46 0.267 417.17STORY3 X4 SIMOY Top -281.83 178.96 0.52 -0.764 -0.623 -23.168STORY3 X4 SIMOY Bottom -281.83 178.96 0.52 -0.764 0.616 406.331STORY2 X4 DEAD Top -6.59 -0.04 0 0.003 0.003 -2.162STORY2 X4 DEAD Bottom -8.43 -0.04 0 0.003 -0.001 -2.249STORY2 X4 LIVE Top -3.4 0 0 0 0 0STORY2 X4 LIVE Bottom -4.75 0 0 0 0 0STORY2 X4 SISMOX Top -540.49 236.15 0.2 -0.371 -0.243 85.351STORY2 X4 SISMOX Bottom -540.49 236.15 0.2 -0.371 0.228 652.108STORY2 X4 SIMOY Top -515.42 235.6 0.39 -0.748 -0.525 78.938STORY2 X4 SIMOY Bottom -515.42 235.6 0.39 -0.748 0.421 644.377STORY1 X4 DEAD Top -8.83 0 0 0.001 0.003 -2.82STORY1 X4 DEAD Bottom -10.66 0 0 0.001 0 -2.83STORY1 X4 LIVE Top -4.75 0 0 0 0 0STORY1 X4 LIVE Bottom -6.11 0 0 0 0 0STORY1 X4 SISMOX Top -815.49 267.79 0.09 -0.152 -0.116 267.027STORY1 X4 SISMOX Bottom -815.49 267.79 0.09 -0.152 0.095 909.723STORY1 X4 SIMOY Top -792.54 270.54 0.8 -0.358 -0.598 256.273STORY1 X4 SIMOY Bottom -792.54 270.54 0.8 -0.358 1.316 905.57STORY5 X5 DEAD Top -1.46 1 0 -0.005 -0.007 -1.612STORY5 X5 DEAD Bottom -2.9 1 0 -0.005 0.005 0.785STORY5 X5 LIVE Top 0 0 0 0 0 0STORY5 X5 LIVE Bottom -0.53 0 0 0 0 0STORY5 X5 SISMOX Top -3.57 5.17 -0.05 -0.075 0.06 -4.102STORY5 X5 SISMOX Bottom -3.57 5.17 -0.05 -0.075 -0.06 8.298STORY5 X5 SIMOY Top -10.31 12.1 -0.06 -0.086 0.034 -11.551STORY5 X5 SIMOY Bottom -10.31 12.1 -0.06 -0.086 -0.103 17.491STORY4 X5 DEAD Top -4.98 0.79 0 -0.003 -0.002 -1.518STORY4 X5 DEAD Bottom -6.42 0.79 0 -0.003 0.004 0.375STORY4 X5 LIVE Top -0.53 0 0 0 0 0STORY4 X5 LIVE Bottom -1.6 0 0 0 0 0STORY4 X5 SISMOX Top -39.35 49.47 -0.02 -0.1 0.025 -31.516STORY4 X5 SISMOX Bottom -39.35 49.47 -0.02 -0.1 -0.032 87.223STORY4 X5 SIMOY Top -67.57 62.47 0.07 -0.153 -0.136 -46.069STORY4 X5 SIMOY Bottom -67.57 62.47 0.07 -0.153 0.025 103.87STORY3 X5 DEAD Top -8.29 0.71 0 -0.004 -0.004 -1.685

STORY3 X5 DEAD Bottom -9.73 0.71 0 -0.004 0.004 0.02STORY3 X5 LIVE Top -1.6 0 0 0 0 0STORY3 X5 LIVE Bottom -2.66 0 0 0 0 0STORY3 X5 SISMOX Top -125.18 79.36 0.01 -0.128 -0.029 -7.86STORY3 X5 SISMOX Bottom -125.18 79.36 0.01 -0.128 0 182.602STORY3 X5 SIMOY Top -190.77 99.24 0.16 -0.22 -0.208 -32.515STORY3 X5 SIMOY Bottom -190.77 99.24 0.16 -0.22 0.18 205.656STORY2 X5 DEAD Top -11.42 0.6 0 -0.003 -0.003 -1.853STORY2 X5 DEAD Bottom -12.86 0.6 0 -0.003 0.004 -0.416STORY2 X5 LIVE Top -2.66 0 0 0 0 0STORY2 X5 LIVE Bottom -3.73 0 0 0 0 0STORY2 X5 SISMOX Top -252.27 109.64 0.04 -0.133 -0.084 41.966STORY2 X5 SISMOX Bottom -252.27 109.64 0.04 -0.133 0.019 305.098STORY2 X5 SIMOY Top -368.84 134.11 0.13 -0.285 -0.224 8.662STORY2 X5 SIMOY Bottom -368.84 134.11 0.13 -0.285 0.096 330.533STORY1 X5 DEAD Top -14.2 0.26 0 -0.002 -0.002 -1.893STORY1 X5 DEAD Bottom -15.64 0.26 0 -0.002 0.002 -1.26STORY1 X5 LIVE Top -3.73 0 0 0 0 0STORY1 X5 LIVE Bottom -4.8 0 0 0 0 0STORY1 X5 SISMOX Top -428.26 170.67 0.03 -0.062 -0.091 110.699STORY1 X5 SISMOX Bottom -428.26 170.67 0.03 -0.062 -0.023 520.317STORY1 X5 SIMOY Top -595.88 184.98 0.59 -0.153 -0.43 79.688STORY1 X5 SIMOY Bottom -595.88 184.98 0.59 -0.153 0.991 523.646STORY5 X6 DEAD Top -1.31 0.5 0 0.001 0.005 -0.709STORY5 X6 DEAD Bottom -2.27 0.5 0 0.001 -0.003 0.483STORY5 X6 LIVE Top 0 0 0 0 0 0STORY5 X6 LIVE Bottom -0.36 0 0 0 0 0STORY5 X6 SISMOX Top 39.13 75.74 0.01 -0.027 -0.022 -88.032STORY5 X6 SISMOX Bottom 39.13 75.74 0.01 -0.027 0.007 93.742STORY5 X6 SIMOY Top 34.7 72.32 -0.08 -0.032 0.052 -84.297STORY5 X6 SIMOY Bottom 34.7 72.32 -0.08 -0.032 -0.128 89.262STORY4 X6 DEAD Top -4.02 0.37 0 0 0.003 -0.617STORY4 X6 DEAD Bottom -4.98 0.37 0 0 -0.003 0.279STORY4 X6 LIVE Top -0.36 0 0 0 0 0STORY4 X6 LIVE Bottom -1.07 0 0 0 0 0STORY4 X6 SISMOX Top 140.81 122.41 -0.03 -0.004 0.021 -134.484STORY4 X6 SISMOX Bottom 140.81 122.41 -0.03 -0.004 -0.058 159.291STORY4 X6 SIMOY Top 129.79 116.9 -0.11 -0.009 0.064 -128.815STORY4 X6 SIMOY Bottom 129.79 116.9 -0.11 -0.009 -0.199 151.748STORY3 X6 DEAD Top -6.45 0.34 0 0 0.003 -0.638STORY3 X6 DEAD Bottom -7.41 0.34 0 0 -0.002 0.184STORY3 X6 LIVE Top -1.07 0 0 0 0 0STORY3 X6 LIVE Bottom -1.78 0 0 0 0 0STORY3 X6 SISMOX Top 285.65 161.06 -0.07 0.02 0.068 -164.236STORY3 X6 SISMOX Bottom 285.65 161.06 -0.07 0.02 -0.098 222.31

STORY3 X6 SIMOY Top 272.59 155.11 -0.14 0.013 0.158 -157.639STORY3 X6 SIMOY Bottom 272.59 155.11 -0.14 0.013 -0.187 214.632STORY2 X6 DEAD Top -8.96 0.32 0 0.001 0.003 -0.703STORY2 X6 DEAD Bottom -9.92 0.32 0 0.001 -0.002 0.061STORY2 X6 LIVE Top -1.78 0 0 0 0 0STORY2 X6 LIVE Bottom -2.49 0 0 0 0 0STORY2 X6 SISMOX Top 452.98 180.71 -0.13 0.052 0.115 -167.986STORY2 X6 SISMOX Bottom 452.98 180.71 -0.13 0.052 -0.208 265.709STORY2 X6 SIMOY Top 430.51 172.04 -0.3 0.043 0.276 -160.546STORY2 X6 SIMOY Bottom 430.51 172.04 -0.3 0.043 -0.455 252.355STORY1 X6 DEAD Top -11.26 0.14 0 0 0.002 -0.622STORY1 X6 DEAD Bottom -12.22 0.14 0 0 0 -0.275STORY1 X6 LIVE Top -2.49 0 0 0 0 0STORY1 X6 LIVE Bottom -3.2 0 0 0 0 0STORY1 X6 SISMOX Top 630.97 163.43 -0.1 0.038 0.129 -119.741STORY1 X6 SISMOX Bottom 630.97 163.43 -0.1 0.038 -0.103 272.503STORY1 X6 SIMOY Top 626.89 156.92 0.13 0.039 0.133 -111.528STORY1 X6 SIMOY Bottom 626.89 156.92 0.13 0.039 0.452 265.077STORY5 X7 DEAD Top -0.65 -0.32 0 0.001 -0.004 0.302STORY5 X7 DEAD Bottom -1.77 -0.32 0 0.001 0.004 -0.462STORY5 X7 LIVE Top 0 0 0 0 0 0STORY5 X7 LIVE Bottom -0.42 0 0 0 0 0STORY5 X7 SISMOX Top 8.11 115.07 -0.27 -0.258 0.324 -132.232STORY5 X7 SISMOX Bottom 8.11 115.07 -0.27 -0.258 -0.333 143.945STORY5 X7 SIMOY Top 6.3 108.06 -0.09 -0.131 0.08 -124.198STORY5 X7 SIMOY Bottom 6.3 108.06 -0.09 -0.131 -0.133 135.153STORY4 X7 DEAD Top -2.91 -0.22 0 0.001 -0.003 0.018STORY4 X7 DEAD Bottom -4.03 -0.22 0 0.001 0.003 -0.508STORY4 X7 LIVE Top -0.42 0 0 0 0 0STORY4 X7 LIVE Bottom -1.25 0 0 0 0 0STORY4 X7 SISMOX Top 15.26 176.6 -0.28 -0.269 0.325 -189.601STORY4 X7 SISMOX Bottom 15.26 176.6 -0.28 -0.269 -0.349 234.227STORY4 X7 SIMOY Top 10.73 168.67 0.02 -0.101 -0.07 -181.023STORY4 X7 SIMOY Bottom 10.73 168.67 0.02 -0.101 -0.021 223.786STORY3 X7 DEAD Top -4.98 -0.22 0 0 -0.003 -0.108STORY3 X7 DEAD Bottom -6.1 -0.22 0 0 0.003 -0.632STORY3 X7 LIVE Top -1.25 0 0 0 0 0STORY3 X7 LIVE Bottom -2.08 0 0 0 0 0STORY3 X7 SISMOX Top 6.23 227.48 -0.27 -0.264 0.309 -225.807STORY3 X7 SISMOX Bottom 6.23 227.48 -0.27 -0.264 -0.346 320.141STORY3 X7 SIMOY Top -0.01 218.6 0.09 -0.066 -0.133 -216.814STORY3 X7 SIMOY Bottom -0.01 218.6 0.09 -0.066 0.094 307.832STORY2 X7 DEAD Top -6.97 -0.22 0 0 -0.002 -0.23STORY2 X7 DEAD Bottom -8.09 -0.22 0 0 0.003 -0.757STORY2 X7 LIVE Top -2.08 0 0 0 0 0

STORY2 X7 LIVE Bottom -2.91 0 0 0 0 0STORY2 X7 SISMOX Top -16.55 251.9 -0.22 -0.222 0.238 -223.813STORY2 X7 SISMOX Bottom -16.55 251.9 -0.22 -0.222 -0.279 380.745STORY2 X7 SIMOY Top -20.18 243.61 0.12 0.002 -0.18 -215.848STORY2 X7 SIMOY Bottom -20.18 243.61 0.12 0.002 0.102 368.806STORY1 X7 DEAD Top -8.69 -0.11 0 0 -0.001 -0.445STORY1 X7 DEAD Bottom -9.81 -0.11 0 0 0.001 -0.704STORY1 X7 LIVE Top -2.91 0 0 0 0 0STORY1 X7 LIVE Bottom -3.74 0 0 0 0 0STORY1 X7 SISMOX Top -67.26 211.54 -0.08 -0.095 0.081 -142.317STORY1 X7 SISMOX Bottom -67.26 211.54 -0.08 -0.095 -0.12 365.378STORY1 X7 SIMOY Top -69.71 207.49 0.5 0.035 -0.407 -138.671STORY1 X7 SIMOY Bottom -69.71 207.49 0.5 0.035 0.803 359.296STORY5 X8 DEAD Top -0.61 0.32 0 -0.002 -0.001 -0.856STORY5 X8 DEAD Bottom -2.44 0.32 0 -0.002 0.001 -0.098STORY5 X8 LIVE Top 0 0 0 0 0 0STORY5 X8 LIVE Bottom -0.68 0 0 0 0 0STORY5 X8 SISMOX Top -26.48 42.72 0.15 -0.372 -0.18 -37.186STORY5 X8 SISMOX Bottom -26.48 42.72 0.15 -0.372 0.174 65.336STORY5 X8 SIMOY Top -29.3 45.03 0.27 -0.576 -0.365 -41.166STORY5 X8 SIMOY Bottom -29.3 45.03 0.27 -0.576 0.283 66.902STORY4 X8 DEAD Top -3.49 0.35 0 -0.001 0 -1.571STORY4 X8 DEAD Bottom -5.32 0.35 0 -0.001 0.001 -0.727STORY4 X8 LIVE Top -0.68 0 0 0 0 0STORY4 X8 LIVE Bottom -2.04 0 0 0 0 0STORY4 X8 SISMOX Top -117.37 116.86 0.14 -0.353 -0.174 -62.151STORY4 X8 SISMOX Bottom -117.37 116.86 0.14 -0.353 0.163 218.321STORY4 X8 SIMOY Top -123.17 115.79 0.38 -0.633 -0.524 -64.818STORY4 X8 SIMOY Bottom -123.17 115.79 0.38 -0.633 0.399 213.089STORY3 X8 DEAD Top -6.21 0.25 0 -0.001 0 -1.977STORY3 X8 DEAD Bottom -8.04 0.25 0 -0.001 0.001 -1.368STORY3 X8 LIVE Top -2.04 0 0 0 0 0STORY3 X8 LIVE Bottom -3.4 0 0 0 0 0STORY3 X8 SISMOX Top -276.48 175.65 0.12 -0.305 -0.148 -4.724STORY3 X8 SISMOX Bottom -276.48 175.65 0.12 -0.305 0.133 416.846STORY3 X8 SIMOY Top -280.09 170.71 0.42 -0.635 -0.516 -6.902STORY3 X8 SIMOY Bottom -280.09 170.71 0.42 -0.635 0.504 402.809STORY2 X8 DEAD Top -8.79 0.11 0 -0.001 0 -2.422STORY2 X8 DEAD Bottom -10.62 0.11 0 -0.001 0.002 -2.147STORY2 X8 LIVE Top -3.4 0 0 0 0 0STORY2 X8 LIVE Bottom -4.75 0 0 0 0 0STORY2 X8 SISMOX Top -492.97 229.44 0.08 -0.214 -0.107 113.377STORY2 X8 SISMOX Bottom -492.97 229.44 0.08 -0.214 0.096 664.024STORY2 X8 SIMOY Top -489.45 221.32 0.31 -0.623 -0.414 109.353STORY2 X8 SIMOY Bottom -489.45 221.32 0.31 -0.623 0.318 640.525

STORY1 X8 DEAD Top -11.11 0.02 0 -0.001 0 -2.834STORY1 X8 DEAD Bottom -12.94 0.02 0 -0.001 0.002 -2.797STORY1 X8 LIVE Top -4.75 0 0 0 0 0STORY1 X8 LIVE Bottom -6.11 0 0 0 0 0STORY1 X8 SISMOX Top -749.99 265.14 0.03 -0.078 -0.029 303.976STORY1 X8 SISMOX Bottom -749.99 265.14 0.03 -0.078 0.052 940.3STORY1 X8 SIMOY Top -734.06 257 0.76 -0.302 -0.534 297.958STORY1 X8 SIMOY Bottom -734.06 257 0.76 -0.302 1.284 914.769STORY5 X9 DEAD Top -2.22 -0.81 0 0 0.005 0.33STORY5 X9 DEAD Bottom -4.3 -0.81 0 0 -0.002 -1.616STORY5 X9 LIVE Top 0 0 0 0 0 0STORY5 X9 LIVE Bottom -0.77 0 0 0 0 0STORY5 X9 SISMOX Top 53.44 262.9 -0.29 0.055 0.335 -279.677STORY5 X9 SISMOX Bottom 53.44 262.9 -0.29 0.055 -0.366 351.286STORY5 X9 SIMOY Top 39.3 239.1 0.1 0.313 -0.161 -254.128STORY5 X9 SIMOY Bottom 39.3 239.1 0.1 0.313 0.075 319.712STORY4 X9 DEAD Top -6.84 -0.65 0 0 0.001 -0.747STORY4 X9 DEAD Bottom -8.92 -0.65 0 0 -0.001 -2.313STORY4 X9 LIVE Top -0.77 0 0 0 0 0STORY4 X9 LIVE Bottom -2.31 0 0 0 0 0STORY4 X9 SISMOX Top 172.26 369.71 -0.36 0.16 0.4 -302.448STORY4 X9 SISMOX Bottom 172.26 369.71 -0.36 0.16 -0.469 584.845STORY4 X9 SIMOY Top 136.97 341.24 0.33 0.525 -0.468 -274.655STORY4 X9 SIMOY Bottom 136.97 341.24 0.33 0.525 0.326 544.312STORY3 X9 DEAD Top -11.3 -0.59 0 0 0.002 -1.589STORY3 X9 DEAD Bottom -13.38 -0.59 0 0 -0.001 -3STORY3 X9 LIVE Top -2.31 0 0 0 0 0STORY3 X9 LIVE Bottom -3.85 0 0 0 0 0STORY3 X9 SISMOX Top 307.68 452.18 -0.42 0.283 0.463 -238.191STORY3 X9 SISMOX Bottom 307.68 452.18 -0.42 0.283 -0.547 847.044STORY3 X9 SIMOY Top 260.15 420.8 0.46 0.747 -0.593 -209.402STORY3 X9 SIMOY Bottom 260.15 420.8 0.46 0.747 0.511 800.525STORY2 X9 DEAD Top -15.75 -0.5 0 0 0.003 -2.467STORY2 X9 DEAD Bottom -17.83 -0.5 0 0 -0.002 -3.658STORY2 X9 LIVE Top -3.85 0 0 0 0 0STORY2 X9 LIVE Bottom -5.39 0 0 0 0 0STORY2 X9 SISMOX Top 439.77 478.91 -0.46 0.382 0.477 -69.752STORY2 X9 SISMOX Bottom 439.77 478.91 -0.46 0.382 -0.617 1079.64STORY2 X9 SIMOY Top 380.49 446.15 0.48 0.921 -0.639 -49.656STORY2 X9 SIMOY Bottom 380.49 446.15 0.48 0.921 0.524 1021.103STORY1 X9 DEAD Top -20.04 -0.22 0 0 0.004 -3.449STORY1 X9 DEAD Bottom -22.12 -0.22 0 0 0 -3.967STORY1 X9 LIVE Top -5.39 0 0 0 0 0STORY1 X9 LIVE Bottom -6.93 0 0 0 0 0STORY1 X9 SISMOX Top 563.61 392.29 -0.24 0.215 0.3 272.263

STORY1 X9 SISMOX Bottom 563.61 392.29 -0.24 0.215 -0.268 1213.766STORY1 X9 SIMOY Top 539.16 371.71 1.06 0.527 -0.955 295.634STORY1 X9 SIMOY Bottom 539.16 371.71 1.06 0.527 1.595 1187.728STORY5 X10 DEAD Top -0.93 0.56 -0.01 0.012 0.012 -1.306STORY5 X10 DEAD Bottom -2.76 0.56 -0.01 0.012 -0.009 0.039STORY5 X10 LIVE Top 0 0 0 0 0 0STORY5 X10 LIVE Bottom -0.68 0 0 0 0 0STORY5 X10 SISMOX Top -24.61 41.63 0.08 -0.272 -0.095 -34.486STORY5 X10 SISMOX Bottom -24.61 41.63 0.08 -0.272 0.09 65.426STORY5 X10 SIMOY Top -29.44 46.9 0.15 -0.412 -0.226 -41.224STORY5 X10 SIMOY Bottom -29.44 46.9 0.15 -0.412 0.143 71.341STORY4 X10 DEAD Top -4.02 0.51 -0.01 0.008 0.007 -1.722STORY4 X10 DEAD Bottom -5.86 0.51 -0.01 0.008 -0.007 -0.499STORY4 X10 LIVE Top -0.68 0 0 0 0 0STORY4 X10 LIVE Bottom -2.04 0 0 0 0 0STORY4 X10 SISMOX Top -114.48 118.15 0.07 -0.259 -0.093 -60.322STORY4 X10 SISMOX Bottom -114.48 118.15 0.07 -0.259 0.084 223.242STORY4 X10 SIMOY Top -127.11 120.09 0.27 -0.469 -0.384 -65.297STORY4 X10 SIMOY Bottom -127.11 120.09 0.27 -0.469 0.26 222.915STORY3 X10 DEAD Top -7.05 0.42 -0.01 0.008 0.008 -2.17STORY3 X10 DEAD Bottom -8.88 0.42 -0.01 0.008 -0.006 -1.163STORY3 X10 LIVE Top -2.04 0 0 0 0 0STORY3 X10 LIVE Bottom -3.4 0 0 0 0 0STORY3 X10 SISMOX Top -277.36 180.01 0.06 -0.226 -0.078 -4.548STORY3 X10 SISMOX Bottom -277.36 180.01 0.06 -0.226 0.069 427.481STORY3 X10 SIMOY Top -293.69 178.13 0.32 -0.484 -0.384 -9.993STORY3 X10 SIMOY Bottom -293.69 178.13 0.32 -0.484 0.378 417.521STORY2 X10 DEAD Top -9.89 0.28 -0.01 0.008 0.007 -2.579STORY2 X10 DEAD Bottom -11.72 0.28 -0.01 0.008 -0.006 -1.919STORY2 X10 LIVE Top -3.4 0 0 0 0 0STORY2 X10 LIVE Bottom -4.75 0 0 0 0 0STORY2 X10 SISMOX Top -502.69 237.36 0.05 -0.161 -0.058 112.363STORY2 X10 SISMOX Bottom -502.69 237.36 0.05 -0.161 0.055 682.032STORY2 X10 SIMOY Top -517.69 231.94 0.22 -0.504 -0.307 104.358STORY2 X10 SIMOY Bottom -517.69 231.94 0.22 -0.504 0.222 661.023STORY1 X10 DEAD Top -12.52 0.1 0 0.004 0.006 -3.04STORY1 X10 DEAD Bottom -14.36 0.1 0 0.004 -0.001 -2.803STORY1 X10 LIVE Top -4.75 0 0 0 0 0STORY1 X10 LIVE Bottom -6.11 0 0 0 0 0STORY1 X10 SISMOX Top -775.53 270.06 0.02 -0.059 -0.008 300.771STORY1 X10 SISMOX Bottom -775.53 270.06 0.02 -0.059 0.041 948.912STORY1 X10 SIMOY Top -784.47 261.5 0.72 -0.254 -0.478 288.275STORY1 X10 SIMOY Bottom -784.47 261.5 0.72 -0.254 1.256 915.873STORY5 X11 DEAD Top -2.16 1.61 0 -0.002 -0.003 -2.763STORY5 X11 DEAD Bottom -3.83 1.61 0 -0.002 0 1.108

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STORY5 Y9 SIMOY Bottom 36.87 -15.44 -0.08 0.005 -0.089 -19.605STORY4 Y9 DEAD Top -3.02 -0.29 0 0 0.002 0.345STORY4 Y9 DEAD Bottom -3.64 -0.29 0 0 0.001 -0.355STORY4 Y9 LIVE Top -0.23 0 0 0 0 0STORY4 Y9 LIVE Bottom -0.68 0 0 0 0 0STORY4 Y9 SISMOX Top 132.36 -23.3 -0.21 0.023 0.208 27.003STORY4 Y9 SISMOX Bottom 132.36 -23.3 -0.21 0.023 -0.295 -28.911STORY4 Y9 SIMOY Top 129.74 -21.95 -0.2 0.032 0.201 24.345STORY4 Y9 SIMOY Bottom 129.74 -21.95 -0.2 0.032 -0.28 -28.324STORY3 Y9 DEAD Top -4.87 -0.32 0 0 0.002 0.4STORY3 Y9 DEAD Bottom -5.49 -0.32 0 0 0.001 -0.375STORY3 Y9 LIVE Top -0.68 0 0 0 0 0STORY3 Y9 LIVE Bottom -1.14 0 0 0 0 0STORY3 Y9 SISMOX Top 268.62 -30.02 -0.28 0.052 0.157 35.606STORY3 Y9 SISMOX Bottom 268.62 -30.02 -0.28 0.052 -0.522 -36.449STORY3 Y9 SIMOY Top 257.52 -26.95 -0.27 0.062 0.151 32.093STORY3 Y9 SIMOY Bottom 257.52 -26.95 -0.27 0.062 -0.507 -32.587STORY2 Y9 DEAD Top -6.69 -0.32 0 0 0.003 0.392STORY2 Y9 DEAD Bottom -7.31 -0.32 0 0 0.002 -0.383STORY2 Y9 LIVE Top -1.14 0 0 0 0 0STORY2 Y9 LIVE Bottom -1.6 0 0 0 0 0STORY2 Y9 SISMOX Top 438.42 -37.77 -0.29 0.081 0.015 43.945STORY2 Y9 SISMOX Bottom 438.42 -37.77 -0.29 0.081 -0.674 -46.707STORY2 Y9 SIMOY Top 422.77 -40.01 -0.27 0.09 0.014 45.573STORY2 Y9 SIMOY Bottom 422.77 -40.01 -0.27 0.09 -0.64 -50.443STORY1 Y9 DEAD Top -8.78 -0.18 0 0 0.003 0.256STORY1 Y9 DEAD Bottom -9.4 -0.18 0 0 0.003 -0.174STORY1 Y9 LIVE Top -1.6 0 0 0 0 0STORY1 Y9 LIVE Bottom -2.05 0 0 0 0 0STORY1 Y9 SISMOX Top 599.54 -22.14 -0.59 0.049 -0.034 29.487STORY1 Y9 SISMOX Bottom 599.54 -22.14 -0.59 0.049 -1.451 -23.66STORY1 Y9 SIMOY Top 557.79 -3.76 -0.57 0.055 -0.044 13.275STORY1 Y9 SIMOY Bottom 557.79 -3.76 -0.57 0.055 -1.42 4.256STORY5 Y10 DEAD Top -1.66 -0.12 0 -0.001 -0.001 0.18STORY5 Y10 DEAD Bottom -2.55 -0.12 0 -0.001 0.002 -0.103STORY5 Y10 LIVE Top 0 0 0 0 0 0STORY5 Y10 LIVE Bottom -0.33 0 0 0 0 0STORY5 Y10 SISMOX Top 60.86 -35.51 -0.18 0.06 0.222 41.134STORY5 Y10 SISMOX Bottom 60.86 -35.51 -0.18 0.06 -0.202 -44.097STORY5 Y10 SIMOY Top 59.93 -36.46 -0.16 0.061 0.202 40.67STORY5 Y10 SIMOY Bottom 59.93 -36.46 -0.16 0.061 -0.181 -46.83STORY4 Y10 DEAD Top -4.22 -0.05 0 -0.001 0.001 0.068STORY4 Y10 DEAD Bottom -5.1 -0.05 0 -0.001 0.002 -0.049STORY4 Y10 LIVE Top -0.33 0 0 0 0 0STORY4 Y10 LIVE Bottom -0.98 0 0 0 0 0

STORY4 Y10 SISMOX Top 206.22 -47.38 -0.34 0.108 0.35 54.156STORY4 Y10 SISMOX Bottom 206.22 -47.38 -0.34 0.108 -0.475 -59.566STORY4 Y10 SIMOY Top 197.28 -42.94 -0.32 0.111 0.324 46.43STORY4 Y10 SIMOY Bottom 197.28 -42.94 -0.32 0.111 -0.445 -56.619STORY3 Y10 DEAD Top -6.81 -0.07 0 0 0.001 0.101STORY3 Y10 DEAD Bottom -7.69 -0.07 0 0 0.003 -0.059STORY3 Y10 LIVE Top -0.98 0 0 0 0 0STORY3 Y10 LIVE Bottom -1.63 0 0 0 0 0STORY3 Y10 SISMOX Top 396.38 -59.18 -0.44 0.154 0.259 68.983STORY3 Y10 SISMOX Bottom 396.38 -59.18 -0.44 0.154 -0.797 -73.05STORY3 Y10 SIMOY Top 371.86 -53.88 -0.41 0.159 0.235 61.98STORY3 Y10 SIMOY Bottom 371.86 -53.88 -0.41 0.159 -0.756 -67.321STORY2 Y10 DEAD Top -9.35 -0.09 0 0 0.002 0.127STORY2 Y10 DEAD Bottom -10.23 -0.09 0 0 0.004 -0.08STORY2 Y10 LIVE Top -1.63 0 0 0 0 0STORY2 Y10 LIVE Bottom -2.28 0 0 0 0 0STORY2 Y10 SISMOX Top 617.6 -65.2 -0.41 0.199 0.02 76.52STORY2 Y10 SISMOX Bottom 617.6 -65.2 -0.41 0.199 -0.961 -79.948STORY2 Y10 SIMOY Top 578.11 -62.44 -0.38 0.203 0.004 72.815STORY2 Y10 SIMOY Bottom 578.11 -62.44 -0.38 0.203 -0.912 -77.031STORY1 Y10 DEAD Top -11.87 -0.05 0 0 0.003 0.12STORY1 Y10 DEAD Bottom -12.75 -0.05 0 0 0.004 -0.005STORY1 Y10 LIVE Top -2.28 0 0 0 0 0STORY1 Y10 LIVE Bottom -2.94 0 0 0 0 0STORY1 Y10 SISMOX Top 808.84 -33.44 -0.83 0.114 -0.105 49.308STORY1 Y10 SISMOX Bottom 808.84 -33.44 -0.83 0.114 -2.086 -30.956STORY1 Y10 SIMOY Top 726.31 0.26 -0.79 0.12 -0.114 23.831STORY1 Y10 SIMOY Bottom 726.31 0.26 -0.79 0.12 -2.016 24.456STORY5 Y11 DEAD Top -0.91 -0.66 0.02 -0.002 -0.017 1.147STORY5 Y11 DEAD Bottom -3.62 -0.66 0.02 -0.002 0.02 -0.446STORY5 Y11 LIVE Top 0 0 0 0 0 0STORY5 Y11 LIVE Bottom -1.01 0 0 0 0 0STORY5 Y11 SISMOX Top -81.29 186.55 -1.25 0.907 1.482 -230.82STORY5 Y11 SISMOX Bottom -81.29 186.55 -1.25 0.907 -1.518 216.891STORY5 Y11 SIMOY Top -57.69 265.79 -1.3 0.941 1.563 -326.362STORY5 Y11 SIMOY Bottom -57.69 265.79 -1.3 0.941 -1.567 311.533STORY4 Y11 DEAD Top -3.69 -0.64 0.01 -0.002 -0.01 1.29STORY4 Y11 DEAD Bottom -6.4 -0.64 0.01 -0.002 0.02 -0.237STORY4 Y11 LIVE Top -1.01 0 0 0 0 0STORY4 Y11 LIVE Bottom -3.02 0 0 0 0 0STORY4 Y11 SISMOX Top -292.22 182.32 -2.13 0.968 2.326 -253.888STORY4 Y11 SISMOX Bottom -292.22 182.32 -2.13 0.968 -2.793 183.691STORY4 Y11 SIMOY Top -214.97 323.94 -2.25 1.044 2.505 -415.617STORY4 Y11 SIMOY Bottom -214.97 323.94 -2.25 1.044 -2.899 361.832STORY3 Y11 DEAD Top -6.75 -0.48 0.01 -0.001 -0.005 1.362

STORY3 Y11 DEAD Bottom -9.46 -0.48 0.01 -0.001 0.021 0.208STORY3 Y11 LIVE Top -3.02 0 0 0 0 0STORY3 Y11 LIVE Bottom -5.03 0 0 0 0 0STORY3 Y11 SISMOX Top -584.13 164.48 -2.71 0.994 2.528 -292.61STORY3 Y11 SISMOX Bottom -584.13 164.48 -2.71 0.994 -3.971 102.146STORY3 Y11 SIMOY Top -441.94 354.31 -2.87 1.111 2.758 -488.524STORY3 Y11 SIMOY Bottom -441.94 354.31 -2.87 1.111 -4.123 361.811STORY2 Y11 DEAD Top -10.06 -0.26 0.01 0 -0.001 1.376STORY2 Y11 DEAD Bottom -12.77 -0.26 0.01 0 0.021 0.741STORY2 Y11 LIVE Top -5.03 0 0 0 0 0STORY2 Y11 LIVE Bottom -7.04 0 0 0 0 0STORY2 Y11 SISMOX Top -929.99 120.1 -3.05 0.847 2.279 -329.75STORY2 Y11 SISMOX Bottom -929.99 120.1 -3.05 0.847 -5.029 -41.5STORY2 Y11 SIMOY Top -718.29 342.01 -3.26 0.995 2.556 -531.831STORY2 Y11 SIMOY Bottom -718.29 342.01 -3.26 0.995 -5.256 288.986STORY1 Y11 DEAD Top -13.86 -0.07 0 0 0.007 1.51STORY1 Y11 DEAD Bottom -16.57 -0.07 0 0 0.016 1.334STORY1 Y11 LIVE Top -7.04 0 0 0 0 0STORY1 Y11 LIVE Bottom -9.05 0 0 0 0 0STORY1 Y11 SISMOX Top -1308.87 45.09 -3.63 0.357 1.806 -320.186STORY1 Y11 SISMOX Bottom -1308.87 45.09 -3.63 0.357 -6.913 -211.969STORY1 Y11 SIMOY Top -1038.8 273.14 -3.92 0.479 2.094 -469.88STORY1 Y11 SIMOY Bottom -1038.8 273.14 -3.92 0.479 -7.305 185.652STORY5 Y12 DEAD Top -1.57 1.4 0.01 -0.009 -0.005 -1.72STORY5 Y12 DEAD Bottom -4.64 1.4 0.01 -0.009 0.009 1.631STORY5 Y12 LIVE Top 0 0 0 0 0 0STORY5 Y12 LIVE Bottom -1.14 0 0 0 0 0STORY5 Y12 SISMOX Top -86.81 -180.66 0.37 -0.321 -0.383 221.101STORY5 Y12 SISMOX Bottom -86.81 -180.66 0.37 -0.321 0.511 -212.485STORY5 Y12 SIMOY Top -73.4 6.95 0.34 -0.237 -0.335 3.406STORY5 Y12 SIMOY Bottom -73.4 6.95 0.34 -0.237 0.492 20.082STORY4 Y12 DEAD Top -5.34 1.16 0 -0.007 0.001 -1.183STORY4 Y12 DEAD Bottom -8.41 1.16 0 -0.007 0.011 1.603STORY4 Y12 LIVE Top -1.14 0 0 0 0 0STORY4 Y12 LIVE Bottom -3.41 0 0 0 0 0STORY4 Y12 SISMOX Top -281.15 -169.85 -0.05 0.079 -0.087 210.139STORY4 Y12 SISMOX Bottom -281.15 -169.85 -0.05 0.079 -0.197 -197.5STORY4 Y12 SIMOY Top -241.77 92.33 -0.09 0.187 -0.004 -83.886STORY4 Y12 SIMOY Bottom -241.77 92.33 -0.09 0.187 -0.214 137.709STORY3 Y12 DEAD Top -9.41 1.01 0 -0.006 0.004 -0.884STORY3 Y12 DEAD Bottom -12.48 1.01 0 -0.006 0.013 1.547STORY3 Y12 LIVE Top -3.41 0 0 0 0 0STORY3 Y12 LIVE Bottom -5.69 0 0 0 0 0STORY3 Y12 SISMOX Top -510.23 -143.68 -0.29 0.43 -0.506 179.918STORY3 Y12 SISMOX Bottom -510.23 -143.68 -0.29 0.43 -1.206 -164.924

STORY3 Y12 SIMOY Top -447.82 171.49 -0.33 0.545 -0.416 -167.244STORY3 Y12 SIMOY Bottom -447.82 171.49 -0.33 0.545 -1.212 244.339STORY2 Y12 DEAD Top -13.72 0.8 0 -0.006 0.007 -0.547STORY2 Y12 DEAD Bottom -16.79 0.8 0 -0.006 0.016 1.371STORY2 Y12 LIVE Top -5.69 0 0 0 0 0STORY2 Y12 LIVE Bottom -7.96 0 0 0 0 0STORY2 Y12 SISMOX Top -751.15 -94.3 -0.22 1.1 -1.227 124.121STORY2 Y12 SISMOX Bottom -751.15 -94.3 -0.22 1.1 -1.764 -102.198STORY2 Y12 SIMOY Top -672.84 240.2 -0.26 1.224 -1.129 -241.294STORY2 Y12 SIMOY Bottom -672.84 240.2 -0.26 1.224 -1.762 335.176STORY1 Y12 DEAD Top -18.52 0.33 0 -0.003 0.011 -0.066STORY1 Y12 DEAD Bottom -21.59 0.33 0 -0.003 0.016 0.732STORY1 Y12 LIVE Top -7.96 0 0 0 0 0STORY1 Y12 LIVE Bottom -10.24 0 0 0 0 0STORY1 Y12 SISMOX Top -954.98 -31.13 -2.29 0.839 -1.035 -13.142STORY1 Y12 SISMOX Bottom -954.98 -31.13 -2.29 0.839 -6.54 -87.863STORY1 Y12 SIMOY Top -869.41 261.91 -2.4 0.963 -0.924 -332.667STORY1 Y12 SIMOY Bottom -869.41 261.91 -2.4 0.963 -6.675 295.908STORY5 Y13 DEAD Top -0.46 1.03 0 0 0 -1.257STORY5 Y13 DEAD Bottom -1.62 1.03 0 0 0.002 1.206STORY5 Y13 LIVE Top 0 0 0 0 0 0STORY5 Y13 LIVE Bottom -0.43 0 0 0 0 0STORY5 Y13 SISMOX Top -25.06 -130.64 -0.43 -0.263 0.527 154.126STORY5 Y13 SISMOX Bottom -25.06 -130.64 -0.43 -0.263 -0.513 -159.417STORY5 Y13 SIMOY Top -24.99 -57.06 -0.4 -0.237 0.488 65.864STORY5 Y13 SIMOY Bottom -24.99 -57.06 -0.4 -0.237 -0.468 -71.083STORY4 Y13 DEAD Top -2.08 0.86 0 0 0.001 -1.043STORY4 Y13 DEAD Bottom -3.23 0.86 0 0 0.003 1.031STORY4 Y13 LIVE Top -0.43 0 0 0 0 0STORY4 Y13 LIVE Bottom -1.28 0 0 0 0 0STORY4 Y13 SISMOX Top -90.71 -140.64 -0.7 -0.348 0.755 163.774STORY4 Y13 SISMOX Bottom -90.71 -140.64 -0.7 -0.348 -0.931 -173.763STORY4 Y13 SIMOY Top -89.61 -40.02 -0.66 -0.316 0.718 43.479STORY4 Y13 SIMOY Bottom -89.61 -40.02 -0.66 -0.316 -0.878 -52.561STORY3 Y13 DEAD Top -3.69 0.75 0 0 0.002 -0.896STORY3 Y13 DEAD Bottom -4.85 0.75 0 0 0.004 0.899STORY3 Y13 LIVE Top -1.28 0 0 0 0 0STORY3 Y13 LIVE Bottom -2.14 0 0 0 0 0STORY3 Y13 SISMOX Top -186.63 -144.92 -0.9 -0.412 0.726 171.167STORY3 Y13 SISMOX Bottom -186.63 -144.92 -0.9 -0.412 -1.425 -176.634STORY3 Y13 SIMOY Top -182.83 -25.96 -0.85 -0.374 0.69 29.391STORY3 Y13 SIMOY Bottom -182.83 -25.96 -0.85 -0.374 -1.361 -32.92STORY2 Y13 DEAD Top -5.31 0.58 0 0 0.003 -0.709STORY2 Y13 DEAD Bottom -6.46 0.58 0 0 0.005 0.692STORY2 Y13 LIVE Top -2.14 0 0 0 0 0

STORY2 Y13 LIVE Bottom -2.99 0 0 0 0 0STORY2 Y13 SISMOX Top -304.75 -125 -0.85 -0.47 0.452 153.745STORY2 Y13 SISMOX Bottom -304.75 -125 -0.85 -0.47 -1.592 -146.257STORY2 Y13 SIMOY Top -297.32 -0.94 -0.81 -0.434 0.424 5.918STORY2 Y13 SIMOY Bottom -297.32 -0.94 -0.81 -0.434 -1.526 3.663STORY1 Y13 DEAD Top -6.92 0.24 0 0 0.005 -0.333STORY1 Y13 DEAD Bottom -8.08 0.24 0 0 0.006 0.242STORY1 Y13 LIVE Top -2.99 0 0 0 0 0STORY1 Y13 LIVE Bottom -3.84 0 0 0 0 0STORY1 Y13 SISMOX Top -414.2 -53.3 -1.22 -0.258 0.137 84.68STORY1 Y13 SISMOX Bottom -414.2 -53.3 -1.22 -0.258 -2.79 -43.244STORY1 Y13 SIMOY Top -401.53 55.37 -1.21 -0.234 0.132 -42.031STORY1 Y13 SIMOY Bottom -401.53 55.37 -1.21 -0.234 -2.762 90.852STORY5 Y14 DEAD Top -0.56 0.52 0 0 -0.004 -0.576STORY5 Y14 DEAD Bottom -1.92 0.52 0 0 0.006 0.666STORY5 Y14 LIVE Top 0 0 0 0 0 0STORY5 Y14 LIVE Bottom -0.5 0 0 0 0 0STORY5 Y14 SISMOX Top -15.51 -61.4 -1.17 -0.122 1.365 72.987STORY5 Y14 SISMOX Bottom -15.51 -61.4 -1.17 -0.122 -1.437 -74.371STORY5 Y14 SIMOY Top -18.27 15.53 -1.08 -0.095 1.259 -18.731STORY5 Y14 SIMOY Bottom -18.27 15.53 -1.08 -0.095 -1.324 18.546STORY4 Y14 DEAD Top -2.46 0.48 0 0 -0.001 -0.557STORY4 Y14 DEAD Bottom -3.82 0.48 0 0 0.006 0.585STORY4 Y14 LIVE Top -0.5 0 0 0 0 0STORY4 Y14 LIVE Bottom -1.51 0 0 0 0 0STORY4 Y14 SISMOX Top -78.85 -60.38 -1.78 -0.097 1.95 70.56STORY4 Y14 SISMOX Bottom -78.85 -60.38 -1.78 -0.097 -2.313 -74.36STORY4 Y14 SIMOY Top -86.86 50.71 -1.67 -0.061 1.829 -60.821STORY4 Y14 SIMOY Bottom -86.86 50.71 -1.67 -0.061 -2.176 60.883STORY3 Y14 DEAD Top -4.4 0.38 0 0 0 -0.445STORY3 Y14 DEAD Bottom -5.76 0.38 0 0 0.007 0.473STORY3 Y14 LIVE Top -1.51 0 0 0 0 0STORY3 Y14 LIVE Bottom -2.52 0 0 0 0 0STORY3 Y14 SISMOX Top -200.69 -55.04 -2.24 -0.06 2.241 63.448STORY3 Y14 SISMOX Bottom -200.69 -55.04 -2.24 -0.06 -3.125 -68.651STORY3 Y14 SIMOY Top -210.87 81.3 -2.12 -0.018 2.112 -96.967STORY3 Y14 SIMOY Bottom -210.87 81.3 -2.12 -0.018 -2.965 98.143STORY2 Y14 DEAD Top -6.29 0.25 0 0 0.001 -0.275STORY2 Y14 DEAD Bottom -7.65 0.25 0 0 0.008 0.322STORY2 Y14 LIVE Top -2.52 0 0 0 0 0STORY2 Y14 LIVE Bottom -3.53 0 0 0 0 0STORY2 Y14 SISMOX Top -370 -40.84 -2.43 -0.008 2.145 46.246STORY2 Y14 SISMOX Bottom -370 -40.84 -2.43 -0.008 -3.689 -51.77STORY2 Y14 SIMOY Top -375.67 105.86 -2.31 0.038 2.026 -126.456STORY2 Y14 SIMOY Bottom -375.67 105.86 -2.31 0.038 -3.522 127.611

STORY1 Y14 DEAD Top -8.17 0.09 0 0 0.004 -0.028STORY1 Y14 DEAD Bottom -9.53 0.09 0 0 0.007 0.177STORY1 Y14 LIVE Top -3.53 0 0 0 0 0STORY1 Y14 LIVE Bottom -4.54 0 0 0 0 0STORY1 Y14 SISMOX Top -577.6 -15.36 -2.25 0.012 1.429 15.922STORY1 Y14 SISMOX Bottom -577.6 -15.36 -2.25 0.012 -3.975 -20.947STORY1 Y14 SIMOY Top -586.72 114.15 -2.18 0.047 1.36 -134.423STORY1 Y14 SIMOY Bottom -586.72 114.15 -2.18 0.047 -3.871 139.526STORY5 Y15 DEAD Top -0.96 0.42 0 -0.001 -0.002 -0.445STORY5 Y15 DEAD Bottom -2.6 0.42 0 -0.001 0.004 0.556STORY5 Y15 LIVE Top 0 0 0 0 0 0STORY5 Y15 LIVE Bottom -0.6 0 0 0 0 0STORY5 Y15 SISMOX Top -24.78 92.4 -0.53 0.228 0.646 -107.628STORY5 Y15 SISMOX Bottom -24.78 92.4 -0.53 0.228 -0.625 114.138STORY5 Y15 SIMOY Top -36.24 143.71 -0.48 0.219 0.586 -167.469STORY5 Y15 SIMOY Bottom -36.24 143.71 -0.48 0.219 -0.566 177.435STORY4 Y15 DEAD Top -3.13 0.36 0 -0.001 0.001 -0.385STORY4 Y15 DEAD Bottom -4.76 0.36 0 -0.001 0.005 0.486STORY4 Y15 LIVE Top -0.6 0 0 0 0 0STORY4 Y15 LIVE Bottom -1.81 0 0 0 0 0STORY4 Y15 SISMOX Top -95.65 103 -0.89 0.359 0.938 -120.781STORY4 Y15 SISMOX Bottom -95.65 103 -0.89 0.359 -1.197 126.416STORY4 Y15 SIMOY Top -128.36 197.12 -0.82 0.351 0.862 -228.501STORY4 Y15 SIMOY Bottom -128.36 197.12 -0.82 0.351 -1.116 244.591STORY3 Y15 DEAD Top -5.46 0.3 0 -0.001 0.002 -0.309STORY3 Y15 DEAD Bottom -7.09 0.3 0 -0.001 0.006 0.413STORY3 Y15 LIVE Top -1.81 0 0 0 0 0STORY3 Y15 LIVE Bottom -3.02 0 0 0 0 0STORY3 Y15 SISMOX Top -207.1 110.34 -1.13 0.472 0.838 -142.052STORY3 Y15 SISMOX Bottom -207.1 110.34 -1.13 0.472 -1.867 122.755STORY3 Y15 SIMOY Top -257.27 239.5 -1.05 0.467 0.762 -287.501STORY3 Y15 SIMOY Bottom -257.27 239.5 -1.05 0.467 -1.762 287.306STORY2 Y15 DEAD Top -7.85 0.21 0 -0.001 0.004 -0.163STORY2 Y15 DEAD Bottom -9.48 0.21 0 -0.001 0.008 0.338STORY2 Y15 LIVE Top -3.02 0 0 0 0 0STORY2 Y15 LIVE Bottom -4.23 0 0 0 0 0STORY2 Y15 SISMOX Top -348.72 98.22 -1.08 0.585 0.423 -150.768STORY2 Y15 SISMOX Bottom -348.72 98.22 -1.08 0.585 -2.17 84.953STORY2 Y15 SIMOY Top -407.64 251.57 -1.01 0.576 0.365 -319.409STORY2 Y15 SIMOY Bottom -407.64 251.57 -1.01 0.576 -2.051 284.367STORY1 Y15 DEAD Top -10.47 0.08 0 0 0.006 0.067STORY1 Y15 DEAD Bottom -12.11 0.08 0 0 0.008 0.258STORY1 Y15 LIVE Top -4.23 0 0 0 0 0STORY1 Y15 LIVE Bottom -5.44 0 0 0 0 0STORY1 Y15 SISMOX Top -492.37 42.85 -1.68 0.335 0.036 -125.101

STORY1 Y15 SISMOX Bottom -492.37 42.85 -1.68 0.335 -4.002 -22.27STORY1 Y15 SIMOY Top -550.41 191.1 -1.6 0.341 0 -287.472STORY1 Y15 SIMOY Bottom -550.41 191.1 -1.6 0.341 -3.846 171.173STORY5 Y16 DEAD Top -1.21 1.89 0 0 0 -2.73STORY5 Y16 DEAD Bottom -3.98 1.89 0 0 0.004 1.813STORY5 Y16 LIVE Top 0 0 0 0 0 0STORY5 Y16 LIVE Bottom -1.02 0 0 0 0 0STORY5 Y16 SISMOX Top -40.45 70.92 0.19 -0.534 -0.156 -95.944STORY5 Y16 SISMOX Bottom -40.45 70.92 0.19 -0.534 0.295 74.268STORY5 Y16 SIMOY Top -58.41 99.93 0.17 -0.467 -0.142 -138.829STORY5 Y16 SIMOY Bottom -58.41 99.93 0.17 -0.467 0.257 101.007STORY4 Y16 DEAD Top -5.59 1.52 0 0 0.005 -1.753STORY4 Y16 DEAD Bottom -8.36 1.52 0 0 0.005 1.884STORY4 Y16 LIVE Top -1.02 0 0 0 0 0STORY4 Y16 LIVE Bottom -3.07 0 0 0 0 0STORY4 Y16 SISMOX Top -119.53 65.61 -0.05 -0.622 -0.079 -116.221STORY4 Y16 SISMOX Bottom -119.53 65.61 -0.05 -0.622 -0.201 41.247STORY4 Y16 SIMOY Top -195.63 152.35 -0.06 -0.534 -0.085 -225.039STORY4 Y16 SIMOY Bottom -195.63 152.35 -0.06 -0.534 -0.223 140.602STORY3 Y16 DEAD Top -9.83 1.36 0 0 0.006 -1.379STORY3 Y16 DEAD Bottom -12.6 1.36 0 0 0.008 1.883STORY3 Y16 LIVE Top -3.07 0 0 0 0 0STORY3 Y16 LIVE Bottom -5.12 0 0 0 0 0STORY3 Y16 SISMOX Top -193.3 53.72 -0.17 -0.674 -0.686 -142.652STORY3 Y16 SISMOX Bottom -193.3 53.72 -0.17 -0.674 -1.101 -13.723STORY3 Y16 SIMOY Top -368.14 185.16 -0.17 -0.573 -0.671 -269.736STORY3 Y16 SIMOY Bottom -368.14 185.16 -0.17 -0.573 -1.073 174.647STORY2 Y16 DEAD Top -13.96 1.14 0 0 0.008 -1.158STORY2 Y16 DEAD Bottom -16.73 1.14 0 0 0.011 1.58STORY2 Y16 LIVE Top -5.12 0 0 0 0 0STORY2 Y16 LIVE Bottom -7.17 0 0 0 0 0STORY2 Y16 SISMOX Top -253.2 33.42 0.15 -0.681 -1.649 -170.199STORY2 Y16 SISMOX Bottom -253.2 33.42 0.15 -0.681 -1.291 -89.997STORY2 Y16 SIMOY Top -560.52 204.83 0.13 -0.579 -1.583 -283.064STORY2 Y16 SIMOY Bottom -560.52 204.83 0.13 -0.579 -1.267 208.524STORY1 Y16 DEAD Top -17.86 0.5 0 0 0.011 -0.981STORY1 Y16 DEAD Bottom -20.62 0.5 0 0 0.013 0.212STORY1 Y16 LIVE Top -7.17 0 0 0 0 0STORY1 Y16 LIVE Bottom -9.22 0 0 0 0 0STORY1 Y16 SISMOX Top -279.7 10.75 -1.76 -0.342 -1.804 -168.653STORY1 Y16 SISMOX Bottom -279.7 10.75 -1.76 -0.342 -6.026 -142.86STORY1 Y16 SIMOY Top -736.79 219.78 -1.64 -0.25 -1.745 -207.527STORY1 Y16 SIMOY Bottom -736.79 219.78 -1.64 -0.25 -5.682 319.943

CONTROL DE FISURACION


DIRECCION Y

MUROSISMO SEVERO SISMO MODERADO

V total (Ton) MFc total (Ton)Y16 0.21 0.30 0.10 0.15Y15 0.18 0.16 0.09 0.08Y14 0.11 0.13 0.05 0.07Y13 0.05 0.09 0.03 0.04Y12 0.25 0.28 0.12 0.14Y11 0.26 0.18 0.13 0.09Y10 0.26 0.02 0.13 0.01Y9 3.76 4.26 1.88 2.13Y8 0.25 0.31 0.12 0.15Y7 0.09 0.54 0.05 0.27Y6 0.19 1.16 0.10 0.58Y5 0.27 0.53 0.13 0.26Y4 0.06 0.07 0.03 0.04Y3 0.23 0.24 0.11 0.12Y2 0.19 0.18 0.09 0.09Y1 0.29 0.64 0.15 0.32

DIRECION Y

MURO L (cm) t (cm)Y16 4.35 0.13Y15 2.48 0.13Y14 2.14 0.13Y13 1.78 0.13Y12 4.59 0.13Y11 4.27 0.13Y10 1.60 0.13Y9 1.09 0.13Y8 4.74 0.13Y7 4.12 0.13Y6 6.15 0.13Y5 5.49 0.13Y4 1.40 0.13Y3 3.90 0.13Y2 2.88 0.13Y1 6.02 0.13

V total (Ton)

MFc total (Ton)

Muro V'm (tn/m2) α=Ve*L/Me αfinal Pg=PD+0.2PL

Y16 0.10465714 0.152354 81 2.99 1 5.10 26.37Y15 0.091 0.081511 81 2.77 1 2.94 15.04Y14 0.05435714 0.066441 81 1.75 1 2.49 12.97Y13 0.02636667 0.043263 81 1.08 1 2.09 10.79Y12 0.12471905 0.140909 81 4.06 1 5.42 27.83Y11 0.13006667 0.088406 81 6.28 1 5.01 25.88Y10 0.13 0.011646 81 17.86 1 3.61 10.10Y9 1.88 2.128 81 0.96 0.96 2.56 6.67Y8 0.12321905 0.153767 81 3.80 1 8.71 29.46Y7 0.04627143 0.269313 81 0.71 0.71 7.64 18.65Y6 0.0972381 0.579765 81 1.03 1 9.09 37.71Y5 0.1332381 0.264061 81 2.77 1 6.89 33.38Y4 0.03014286 0.037488 81 1.13 1 1.64 8.49Y3 0.11467619 0.117932 81 3.79 1 4.89 23.71Y2 0.0942381 0.090091 81 3.01 1 4.24 17.65Y1 0.1457 0.319925 81 2.74 1 5.79 36.20

SUMATORIA TOTAL 340.88

MUROVe

0.5Vm Ve<0.55VmV total (Ton)

Y16 0.10 13.18 CUMPLEY15 0.09 7.52 CUMPLEY14 0.05 6.48 CUMPLEY13 0.03 5.40 CUMPLEY12 0.12 13.91 CUMPLEY11 0.13 12.94 CUMPLEY10 0.13 5.05 CUMPLEY9 1.88 3.33 CUMPLEY8 0.12 14.73 CUMPLEY7 0.05 9.32 CUMPLEY6 0.10 18.85 CUMPLEY5 0.13 16.69 CUMPLEY4 0.03 4.24 CUMPLEY3 0.11 11.86 CUMPLEY2 0.09 8.83 CUMPLEY1 0.15 18.10 CUMPLE

V total (Ton)

MFc total (Ton)

Vm=(0.55*V'm*α*t*L)+0.23Pg

DIRECCION Y-Y

5.64 0.63 14.00 0.96 24.66 0.92 31.57 0.28 46.57 1.29 58.58 2.06 67.13 2.07 78.13 2.34 82.36 0.79 93.34 1.09 104.79 0.85 115.19 0.93 122.00 0.36 132.39 0.42 142.81 0.51 154.89 0.87 16

RESISTENCIA DEL EDIFICIO

VERIFICACION DE LA RESISTENCIA DEL EDIFICIO (SISMO SEVERO)

MURO VE Vm ΣVm>VEY16Y15Y14Y13Y12Y11Y10Y9Y8Y7Y6Y5Y4Y3Y2Y1

TOTAL 340.88 2736.82 CUMPLE

ΣVm>VE CUMPLE

MURO VmVm1/Ve1 Vu Mu

Ve(ton) 2<(Vm1/Ve)<3Y16 0.10 26.37 251.94 2 0.21 0.30Y15 0.09 15.04 165.26 2 0.18 0.16Y14 0.05 12.97 238.56 2 0.11 0.13Y13 0.03 10.79 409.23 2 0.05 0.09Y12 0.12 27.83 223.13 2 0.25 0.28Y11 0.13 25.88 198.98 2 0.26 0.18Y10 0.13 10.10 77.66 3 0.39 0.03Y9 1.88 6.67 3.55 3 5.64 6.38Y8 0.12 29.46 239.05 2 0.25 0.31Y7 0.05 18.65 403.02 2 0.09 0.54Y6 0.10 37.71 387.80 2 0.19 1.16Y5 0.13 33.38 250.53 2 0.27 0.53Y4 0.03 8.49 281.51 2 0.06 0.07Y3 0.11 23.71 206.77 2 0.23 0.24Y2 0.09 17.65 187.34 2 0.19 0.18Y1 0.15 36.20 248.44 2 0.29 0.64

DIRECCION Y-Y

DIRECCION Y-Y

SISMO MODERADO (Vm1/

Ve1)Final Vu=Ve(Vm1/Ve1)

Mu=Me(Vm1/Ve1)


VERIFICACION EN Y

Muro t (cm) Largo Pu Mu Y I 0.3f'mEspesor (ton.m) (m) (m4)

Y16 13.00 4.35 4 56.55 0.15 2.18 89.17 0.08 1950.00 ok Se necesita ConfinarY15 13.00 2.48 5 32.24 0.08 1.24 16.52 0.15 1950.00 ok Se necesita ConfinarY14 13.00 2.14 5 27.82 0.07 1.07 10.62 0.20 1950.00 ok Se necesita ConfinarY13 13.00 1.78 1 23.14 0.04 0.89 6.11 0.03 1950.00 ok Se necesita ConfinarY12 13.00 4.59 11 59.67 0.14 2.30 104.76 0.18 1950.00 ok Se necesita ConfinarY11 13.00 4.27 22 55.51 0.09 2.14 84.34 0.40 1950.00 ok Se necesita ConfinarY10 13.00 1.60 18 20.80 0.01 0.80 4.44 0.89 1950.00 ok Se necesita ConfinarY9 13.00 1.09 24 14.17 2.13 0.55 1.40 2.51 1950.00 ok Se necesita ConfinarY8 13.00 4.74 2 61.62 0.15 2.37 115.37 0.04 1950.00 ok Se necesita ConfinarY7 13.00 4.12 5 53.56 0.27 2.06 75.76 0.09 1950.00 ok Se necesita ConfinarY6 13.00 6.15 5 79.95 0.58 3.08 251.99 0.07 1950.00 ok Se necesita ConfinarY5 13.00 5.49 6 71.37 0.26 2.75 179.26 0.09 1950.00 ok Se necesita ConfinarY4 13.00 1.40 1 18.20 0.04 0.70 2.97 0.06 1950.00 ok Se necesita ConfinarY3 13.00 3.90 1 50.70 0.12 1.95 64.26 0.03 1950.00 ok Se necesita ConfinarY2 13.00 2.88 2 37.44 0.09 1.44 25.88 0.05 1950.00 ok Se necesita ConfinarY1 13.00 6.02 5 78.26 0.32 3.01 236.35 0.07 1950.00 ok Se necesita Confinar

A (m²) σu (ton/m2) σm≥0.3f'm 0.5Vm>Ve

CONTROL DE FISURACION


MUROSISMO SEVERO SISMO MODERADO

V total (Ton) MFc total (Ton)X12 0.08 0.31 0.04 0.15X11 0.22 0.71 0.11 0.35X10 0.25 0.87 0.12 0.44X9 0.35 1.13 0.18 0.57X8 0.24 0.87 0.12 0.44X7 0.20 0.34 0.10 0.17X6 0.15 0.25 0.07 0.13X5 0.18 0.50 0.09 0.25X4 0.26 0.86 0.13 0.43X3 0.17 0.47 0.09 0.23X2 0.40 1.07 0.20 0.54X1 0.10 0.25 0.05 0.13

DIRECION X

MURO L (cm) t (cm)X12 2.00 0.13X11 2.65 0.13X10 2.90 0.13X9 3.30 0.13X8 2.90 0.13X7 1.50 0.13X6 1.63 0.13X5 2.45 0.13X4 2.90 0.13X3 2.23 0.13X2 3.28 0.13X1 1.82 0.13

DIRECCION X-X

V total (Ton)

MFc total (Ton)

Muro V'm (tn/m2) α=Ve*L/Me αfinal Pg=PD+0.2PL

X12 0.04 0.15 81 0.53 0.53 4.62 7.22X11 0.11 0.35 81 0.82 0.82 5.97 13.91X10 0.12 0.44 81 0.83 0.83 5.95 15.28X9 0.18 0.57 81 1.03 1 5.17 20.30X8 0.12 0.44 81 0.81 0.81 4.90 14.81X7 0.10 0.17 81 0.87 0.87 2.34 8.06X6 0.07 0.13 81 0.96 0.96 2.20 9.61X5 0.09 0.25 81 0.87 0.87 5.75 13.60X4 0.13 0.43 81 0.87 0.87 5.84 15.89X3 0.09 0.23 81 0.82 0.82 7.17 12.22X2 0.20 0.54 81 1.23 1 4.98 20.14X1 0.05 0.13 81 0.73 0.73 3.38 8.45

SUMATORIA TOTAL 159.50

MUROVe

0.5Vm Ve<0.55VmV total (Ton)

X12 0.04 3.61 CUMPLEX11 0.11 6.96 CUMPLEX10 0.12 7.64 CUMPLEX9 0.18 10.15 CUMPLEX8 0.12 7.41 CUMPLEX7 0.10 4.03 CUMPLEX6 0.07 4.81 CUMPLEX5 0.09 6.80 CUMPLEX4 0.13 7.95 CUMPLEX3 0.09 6.11 CUMPLEX2 0.20 10.07 CUMPLEX1 0.05 4.22 CUMPLE

V total (Ton)

MFc total (Ton)

Vm=(0.55*V'm*α*t*L)+0.23Pg

DIRECCION X-X

3.15 0.914.69 1.156.55 2.475.42 1.665.31 1.772.08 0.452.20 0.564.59 1.244.86 1.235.52 1.715.52 1.804.27 1.41


VERIFICACION DE LA RESISTENCIA DEL EDIFICIO (SISMO SEVERO)

MURO VE Vm ΣVm>VEX12X11X10X9X8X7X6X5X4X3X2X1

TOTAL 159.50 2736.82 CUMPLE

ΣVm>VE CUMPLE

MURO VmVm1/Ve1

(Vm1/Ve1)FinalVu Mu

Ve(ton) 2<(Vm1/Ve)<3X12 0.04 26.37 648.83 2 0.08 0.30X11 0.11 15.04 138.23 2 0.22 0.16X10 0.12 12.97 104.13 2 0.25 0.13X9 0.18 10.79 60.96 2 0.35 0.09X8 0.12 27.83 227.40 2 0.24 0.28X7 0.10 25.88 261.94 2 0.20 0.18X6 0.07 10.10 135.12 3 0.22 0.03X5 0.09 6.67 75.69 3 0.26 6.38X4 0.13 29.46 228.64 2 0.26 0.31X3 0.09 18.65 217.74 2 0.17 0.54X2 0.20 37.71 187.41 2 0.40 1.16X1 0.05 33.38 663.24 2 0.10 0.53

DIRECCION X-X

DIRECCION X-X

SISMO MODERADO Vu=Ve(Vm1/

Ve1)Mu=Me(Vm

1/Ve1)

VERIFICACION EN X

Muro t (cm) Largo Pu Mu Y I 0.3f'mEspesor (ton.m) (m) (m4)

X12 13.00 2.00 4 26.00 0.15 1.00 8.67 0.16 1950.00 ok Se necesita ConfinarX11 13.00 2.65 7 34.45 0.35 1.33 20.16 0.22 1950.00 ok Se necesita ConfinarX10 13.00 2.90 20 37.70 0.44 1.45 26.42 0.56 1950.00 ok Se necesita ConfinarX9 13.00 3.30 11 42.90 0.57 1.65 38.93 0.29 1950.00 ok Se necesita ConfinarX8 13.00 2.90 12 37.70 0.44 1.45 26.42 0.33 1950.00 ok Se necesita ConfinarX7 13.00 1.50 1 19.50 0.17 0.75 3.66 0.10 1950.00 ok Se necesita ConfinarX6 13.00 1.63 2 21.19 0.13 0.82 4.69 0.09 1950.00 ok Se necesita ConfinarX5 13.00 2.45 7 31.85 0.25 1.23 15.93 0.24 1950.00 ok Se necesita ConfinarX4 13.00 2.90 7 37.70 0.43 1.45 26.42 0.22 1950.00 ok Se necesita ConfinarX3 13.00 2.23 12 28.99 0.23 1.12 12.01 0.43 1950.00 ok Se necesita ConfinarX2 13.00 3.28 12 42.64 0.54 1.64 38.23 0.31 1950.00 ok Se necesita ConfinarX1 13.00 1.82 8 23.66 0.13 0.91 6.53 0.33 1950.00 ok Se necesita Confinar

A (m²) σu (ton/m2) σm≥0.3f'm 0.5Vm>Ve

DISEÑO DE COLUMNAS DE CONFINAMIENTO

SISMO SEVERO

1. Diseño de columnas de confinamiento

MURO Y1Largo 6.02Mtotal 63.98Vtotal 29.14

M 29.01695 tn-m

F 4.82 tnNc 3Lm 3.01 mPc 5.30 tn

Vc= 5.4638 (Fuerza de corte)

T= -0.48 (Tracción)

C= 10.12 (Compresión)

a) Diseño del refuerzo vertical

Corte de friccion

u= 0.80.85

Vc= 5.46375 Tn SELECCION DEL TIPO DE ACERO A UTILIZARFy= 4.2 T/cm2 ACEROS DISPONIBLES EN cm²Fc= 0.175 T/cm2 No DIAMETRO AREA

Remplazando cm cm2Asf= 1.91 cm2 3 3/8" 0.95 0.71

4 1/2" 1.27 1.27Corte por Traccion 5 5/8" 1.59 1.98

ᵩ= 0.85 6 3/4" 1.91 2.85T= No existe en traccion 7 7/8" 2.22 3.88

8 1" 2.54 5.07Ast= 0 cm2 9 1 1/8" 2.86 6.41

2 1/4" 6.4 0.32Refuerzo vertical 8mm 0.5

As= 1.9 cm2Considerando 15 x 15

Ac= 225 cm2

As= 0.9375 cm2 4 ᵩ 8mm = 2< >

As= 1.9 cm2 4 ᵩ 3/8" = 2.84

Usar: 4 ᵩ 3/8"

b) Determinacion de la seccion de concreto de confinamiento

Diseño por Compresion4 ᵩ 3/8" As= 2.84 cm2

0.7δ= 1.00

ᵩ=

Ø (pulg)

ᵩ=

An= 3.22 cm2Considerando recubrimiento 13 x 15

Ac= 195 cm2Diseño por Corte friccion

Acf= 183.6555

Como minimo Ac= 13 x 15Ac= 195 cm2

Minimo : 15t

Entonces el area de la columna de confinamiento extrema

Ac= 13 x 15 CUMPLE

c) Determinacion de los estribos de confinamiento

EstriboAv= 0.64 cm2 1/4"

An= 99 cm2tn= 9 cm

S1= 5.8667 cmS2= 14.222 cmS3= 5.25 cmS3= 10 cm

Usar Est Ø1/4": 1@5, [email protected], [email protected]

2. Diseño de las vigas soleras

Vml= 29.14 TnL= 6.02 m

Lm= 3.01 mFy= 4.2 T/cm2Fc= 0.175 T/cm2

0.9

Asumiendo: Acs= 13 x 30 = 390

Usando ᵩ :

ᵩ=

Ts= 7.285 As= 1.9272 cm2

Como minimo As= 1.625

Usar 4 ᵩ 3/8"

DISEÑO DE LA CIMENTACION

DATO:σadm= 3 Kg/cm2

Ps= 156.39 TnL= 6.02 m

Considerando B= 1 mH= 1 m

Peso propio P.P= 13.85 Tn

Hallando las presiones tranmitidas:

qmax/min= 28.2783497

qmax= 28 < 30 tn/m2 CUMPLE

Ahora verificaremos considerando sismo

σadm=3.0 Kg/cm2 =30 Tn/m2.La norma E060 permite incrementar la capacidad admisible hastaadmisible hasta un 30% cuando se verifican ensuerzos incluyendo sismo.

Msismo Y= 63.98 TnB= 1 mH= 1 m

P.P= 2.30 Tn

Donde:

qmax= 36.95 Tn/m2 < 39 Tn/m2 OKqmin= 15.77 Tn/m2 > 0

15.77 Tn/m2 < 39 Tn/m2 OK

Usar Cimentacion corrrida B= 1 mH= 1 m

σadm=3.0 Kg/cm2 =30 Tn/m2.La norma E060 permite incrementar la capacidad admisible hasta

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ALBAÑILERIA TIPICA (2).xlsx