Arequipa - Analisis sismico

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    Se tomara las luces mas grandes de cada lado del edificio

    c1 = Columna central

    c2 = columna extrema del portico principal exterior

    c3 = columna extrema del portico secundario interior

    c4 = columna en esquinac4 c3

    AREA TRIBUTARIA

    c1C 1 = = m2C 2 = = m2

    c2 C 3 = = m2C 4 = = m2

    Hallando "h" en el eje 1-7

    Hallando "h" en el eje A-H

    Hallando "h"

    Hallando "b"

    Hallando el ancho tributario "a'"

    Hallando ancho tributario total "a"

    Primer piso al primer piso se suma 7 cm a los resultados del segundo piso

    C1 = + = =

    C2 = + = =

    C3 = + = =

    C4 = + = = Usamos: C1,C2, C3 y C4 =

    0.45x0.45

    0.500.450.45

    C3 23.63 7

    0.07

    0.48117C4 11.38 7 0.4089163 0.40X0.40

    0.57

    0.52

    Dimensines

    probables

    0.40

    25

    72

    =

    25

    b=201 (a)

    =20

    2

    h=

    0.70

    1.3 VIGA SECUNDARIA

    0.280=

    1.2 VIGA PRINCIPAL

    h=L

    =7

    = 0.28025

    =h=

    0.07

    0.0012

    152.43 0.0014

    Area de

    columna

    0.1492425

    11.38

    333

    3

    a'=

    65.325 0.0022

    70.875 0.0025

    34.125 0.0040

    316.58

    2

    23.63

    a'

    1

    0.0011

    Segundo piso x (6)C1 45.23 7 0.6163522 0.55x0.55

    0.35X0.35

    Dimensin

    real

    0.40X0.400.35X0.350.40X0.40

    Antepenultimo piso X (3)

    1.- PREDIMENSIONAMIENTO DE LOS ELEMENTOS ESTRUCTURALES

    Y

    3.25 3.5

    x

    6.5 m

    3.5

    3.5

    3.2

    3.2

    6.40 m

    7.0 m

    45.23

    23.63

    21.775

    11.375

    6.3 x 6.025

    3.25 3.5

    7.0 m

    6.025 x 2.96.3 x 3.4

    3.4 x 2.9

    1.1 LOSAS

    25L

    V P = 0.35 X 0.70 m

    h= 0.25 m

    h=L

    =7

    =

    b=h

    =0.7

    10 10

    725

    0.28

    0.7x0.35

    L=

    7= 0.70

    10 10

    = 0.35

    C2 21.78 7

    0.38631920.3790976

    0.42094

    0.3694591

    C2C3

    0.1437150.1771875

    0.1365

    0.379890.2133950.231525

    0.1672125

    C4

    45.2321.78

    0.461947

    C1

    0.45x0.45

    V S = 0.25 x 0.70 m

    1.4 COLUMNAS

    Area

    tributaria

    (m2)

    N de

    piso

    Tipo de

    columnas

    1.81818= m

    a=L

    0.45 x 0.45 m20.52

    0.470.07

    165.38 0.0014

    79.625 0.0021

    0.55 x 0.550.45 x0.450.45 x0.450.35 x 0.35

    0.07

    P muro (kg/m)=

    1000peso de la losa (kg/m2) + s/c 350 200

    + 1.82 = 5.32 m

    0.2659 m

    Area

    total

    (m2)

    k

    2+

    5.32=

    135.68

    VS

    VP

    VS

    VP

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    8

    7

    6

    5

    4

    3

    2

    1

    Ly= - 8 x = mLy= - 6 x - m = m

    Lx= - 7 x = mLx= - 5 x - m = m

    Ly1= - 6 x - m = mLy2= - 2 x = m

    Lx1= - 7 x = mLx2= - 5 x - m = m

    3.00

    2.80

    2.80

    h8= 1.40

    3.50h2=

    3.60

    3.40

    3.20

    3.20

    h6= 2.90

    h7= 2.80

    70.7

    2.- METRADO DE CARGAS

    2.1.- CARGA MUERTANIVEL N

    VECESb (m)

    h3= 3.30

    h4= 3.20

    h5= 3.10

    0.450.45

    2.402.40

    2.402.402.40

    W C A(Ton/m3)

    Total

    piso (

    0.45IV 52

    VIIIVII

    0.450.45

    0.450.45V

    0.455252

    52

    35.3

    0.45

    2 0.35 0.70 32.90 2.406 0.35

    6 0.35 0.70 39.00 2.40

    2 7.00 0.25

    23.5

    7.00 0.25 3.10

    137.59

    137.5938.69

    137.59

    38.69

    2 0.35 0.70 32.90 2.40

    6 0.35 0.70 39.00 2.402.40

    6 0.35 0.70 39.00 2.40

    0.352 0.70 32.90 2.406 0.35 2.40

    0.70 39.00 2.40

    2 0.25 0.70 32.95 2.40 27.6785 0.25 0.70 32.55 2.40 68.36

    0.70 39.00

    5 0.25 0.70 32.55 2.40 68.362 0.25 0.70 32.95 2.40 27.678

    5 0.25 0.70 32.55 2.40

    32.90

    68.36

    VII1 34.10 33.251 6.50 33.45

    0.35

    32.95 2.40 27.678

    27.678

    5 0.25 0.70 32.55 2.40 68.36

    II5 0.25 0.70

    6.50

    1 34.10 33.251 6.50 33.45

    V1 34.10 33.251 6.50 33.45

    0.35472.938

    0.35 76.1396.8

    1 34.10 33.251 6.50 33.45

    0.35 396.8

    1 34 10 33 25 0 35 396 876.1

    IV 472.9380.35 76.1

    396.8

    t (m)h sismico

    (m)

    0.45 3.50

    0.450.45

    0.450.45VI

    1.402.80

    2.90

    2 7.00 0.25 1.40 2.40

    I 52 0.45 0.45 3.80 2.40 96.0

    3.103.20

    73.278.380.8

    2.40 83.32.40

    52

    11.7

    88.4

    2.40

    2.40 26.0

    VII 2 7.00 0.25

    IVV 2

    3.20 2.40

    2.1.1.- COLUMNAS

    III 52 0.45 0.45 3.30II 52

    TOTAL 606.5

    2.1.2.- PLACASNIVEL N

    VECESb (m) t (m)

    h sismico

    (m)W C A(Ton/m3)

    Total

    piso (7.00

    VIII

    2.1.3.- VIGAS PRINCIPALESNIVEL

    N VECESb (m) t (m)

    h sismico

    (m)

    W C A(Ton/m3)

    Total para

    piso (Ton)42.6 0.45 39

    h1= 3.800.25

    4.00

    III 2 7.00 0.25 3.3026.8

    2.40 27.7

    VI 2 7.00 0.25 2.90 2.40 24.32.80

    38.69

    137.592 0.35 0.70

    II 2 7.00 0.25 3.50 2.40 29.4I 2 7.00 0.25 3.80 2.40 31.9TOTAL 201.6

    38.69

    2 0.35 0.70 32.90 2.406 0.35 0.70 39.00 2.40

    0.35 0.70 32.90 2.40 38.69

    42.6 0.45 7.00 32.9VIII

    0.35 VII

    VI

    V

    0.70 IV

    III2 0.35 0.70 32.90 2.40

    38.69137.5938.69

    137.59

    2.40 27.6785 0.25 0.70 32.55 2.40 68.36

    TOTAL=

    II6 0.35 0.70 39.00 2.40 137.592 0.35 0.70 32.90 2.40 38.69

    I6 0.35 0.70 39.00 2.40 137.592

    5 0.25 0.70 32.55 2.40 68.36

    2 0.25 0.70

    2.1.4.- VIGAS SECUNDARIASNIVEL

    N VECESb (m) t (m)

    h sismico

    (m)

    W C A(Ton/m3)

    Total para

    piso (Ton)35.7 0.45 32.5535.7 0.45 0.50 32.95

    VIII2 0.25 0.70 32.95

    1

    32.55 2.40 68.36

    TOTAL=

    76.1VIII

    1 34.10

    0.25 VII

    VI

    V

    0.70IV

    III2 0.25 0.70 32.95 2.40

    2 0.25 0.70 32.95 2.40 27.678

    2 0.25 0.70 32.95 2.40 27.678

    I5 0.25 0.70 32.55 2.40 68.362 0.25 0.70 32.95 2.40 27.678

    0.35 76.10.35 396.8

    472.9380.35 76.1

    396.8

    VI

    2.1.5.- LOSASNIVEL

    N VECES

    L y (m) L x(m)W C A(Ton/m2)

    ParcialTotal por p

    (Ton)42.6 0.25 7.00 34.17.00 0.25 6.50 0.35 396.8

    472.9380.3533.45

    33.25

    35.7 0.35 33.2535.7 0.35 0.50 33.45

    0.40

    0.05

    0.200.25

    III1 34.10 33.25 0.35

    472.9381 6.50 33.45 0.35

    472.938

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    Ly1= - 6 x - m = mLy2= - 2 x = m

    Lx1= - 7 x = mLx2= - 5 x - m = m

    2.2.1.- SOBRE CARGAS (Departamentos = Kg/m2)

    Lx1= - 6 x - m = mLx2= - 2 x = m

    Ly1= - 8 x = mLy2= - 6 x - m = m

    IV1 34.10 33.25 0.10 113.4

    135.1251 6.50 33.45 0.10 21.7

    V

    1 34.10 33.25 0.10 113.4135.125

    1 6.50 33.45 0.10 21.7

    Parcial

    VII1 34.10

    1 34.10 32.901

    10.76

    34.10 32.901 6.50 33.10

    0.20 56.10.20 10.760.20 56.1

    34.100.20

    VIII

    0.20 10.76

    32.901 6.50 33.10

    1

    VI1

    33.10

    32.90

    6.50

    V1

    0.20 56.1

    1 6.50 33.10

    0.250.250.250.250.250.250.250.250.250.25

    VIII1

    Total por pis

    (Ton)42.6 0.25 7.00 34.17.00 0.25 6.50

    35.7 0.35 33.2535.7 0.35 0.50 33.45

    III1 34.10 33.25 0.10

    2.1.6.- ACABADOSNIVEL

    N VECESL y (m) L x(m)

    W C A

    (Ton/m2)

    34.10 33.25 0.101 6.50 33.45 0.10

    0.10

    VI

    135.1251 6.50 33.45 0.10 21.7

    VII 1 34.10 33.25 0.10 113.4 135.1251 6.50 33.45

    1 34.10 33.25 0.10 113.4

    113.4

    135.1251 6.50 33.45 0.10 21.7

    113.4135.125

    21.7

    21.7

    0.10 113.4135.125

    1 6.50 33.45 0.10 21.7

    I1 34.10 33.25 0.10 113.4

    135.1251 6.50 33.45 0.10 21.7

    II1 34.10 33.25

    TOTAL= 1081.000

    2.2 CARGA VIVA

    200NIVEL N

    VECESL x (m) L y(m) % de S/C

    S/C

    (Ton/m2)Parcial

    42.6 0.25 7.00 34.17.00 0.25 6.50 34.10 32.90

    6.50 33.10135.7 0.35 32.9035.7 0.35 0.50 33.10

    III1 34.10 32.90 0.25 0.201 6.50 33.10 0.25 0.20 10.76

    56.1

    0.20 56.10.20 10.760.20 56.10.20 10.76

    IV

    II1 34.10 32.90 0.25 0.20 56.1

    1 6.50 33.10 0.25 0.20 10.76I

    1 34.10 32.90 0.25 0.20 56.11 6.50 33.10 0.25 0.20 10.76

    TOTAL=

    2.3.- CUADRO RESUMEN EN METRADOS DE CARGAS

    NIVELCOLUMNA (

    Ton)

    PLACA

    (Ton)VIGAS

    LOSAS (Ton)Acabado

    (Ton)

    S/C

    (Ton)Total (Ton)

    Principales Secundarias

    176.282 96.033 472.94176.282 96.033 472.94

    994.371VII

    35.380870.7616

    11.76023.520

    VIII1041.512135.125

    66.8566.85

    135.125

    VI 73.2888 24.360 176.282 96.033 472.94 135.125V 78.3432 26.040 176.282 96.033 472.94 135.125 66.85 1051.613IV 80.8704 26.880 176.282 96.033 472.94 135.125 66.85 1054.980

    1044.87966.85

    I 96.0336 31.920 176.282 96.033 472.94 135.125 66.85 1075.184TOTAL 7391.60

    III 83.3976 27.720 176.282 96.033 472.94 135.125 66.85 1058.348II 88.4520 29.400 176.282 96.033 472.94 135.125 66.85 1065.082

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    =====

    = 7

    = DUAL

    ==

    =

    =

    %

    ero como =

    1145.04II 1065.1 7.60 8094.6 1267.1 79.729 1224.77III 1058.3 11.00 11641.8 1267.1 114.67

    882.82IV 1055.0 14.20 14980.7 1267.1 147.55 1030.37V 1051.6 17.40 18298.1 1267.1 180.23

    VIII 994.4 26.00 25853.6 1267.1 254.65 254.65492.64

    VI 1044.9 20.40 21315.5 1267.1 209.95 702.59VII 1041.5 23.20 24163.1 1267.1 238.00

    0.43 0.7 No calcularemos FA

    ( por formula)

    NIVELPi

    (Ton)hi (Ton) Pi * hi V Fi Vi

    *DISTRIBUCION DE LA FUERZA BASAL EN CADA PISO

    * EN LA DIRECCION X - X

    Para la distribucion de la Fuerza Basal usaremos la siguiente formula FA = 0.07 T VCondicion = T >0.7 seg. Se calculara FA

    * hallamos la fuerza cortante de la base

    1267.1

    17.143

    Ton En la direccion X - X

    si cumple ya que es = 12% @ 18 %

    Verificando=0.3571 OK! Si cumple

    Entonces Tenemos

    0.433333.75493 2.5 Como no cumple utilizaremos = 2.5

    ( POR REGLAMENTO placa + portico)

    7391.597 Cuadro de Resumen de Cargas

    26.00

    S = Factor de SueloP = Peso total de la Edificacinhn = Altura total del edificio

    0.41.01.2 0.6

    T= Periodo fundamental

    Ct = Coeficiente de periodo fundamental 60

    * VALORES PARA LA DIRECCION X-X = DUAL

    R= Factor de ductibilidadC= Factor de amplificacion sismica

    Tabla N 6

    Tabla N 2

    m

    TP = Parametro del suelo =

    3.- CALCULO DE LA FUERZA BASAL SISMICA

    3.1.- FUERZA BASAL EN LA DIRECCION X - X

    * VALORES TIPICOS PARA LAS DIRECCIONES

    Z = Factor de zonaU = Factor de uso

    Tabla N 1Tabla N 3

    Departamento de Arequipa (Zona 3)

    Departamentos ( Categoria C)

    I 1075.2 4.00 4300.7 1267.1 42.36 1267.13 Pi * hi = 128648.20

    254.6 254.65

    238.00 492.64

    209.9 702.593

    180.2 882.821

    147.6 1030.4

    114.7 1145

    79.73 1224.8

    42.36 1267.1

    C = 2.5 Tp 1.25 < 2. 5T

    Vx = Z.U.C.S P

    R

    T = hn

    CT

    C 0.125R

    V = Z U C S P

    R

    Fi = Pi * hi (V - Fa)Pi * hi

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    =====

    = 8

    = PORTICO

    ==

    =

    =

    ero como = > a = . . x

    a =

    ara vo ve :

    Fa + F8 (8vo Nivel)= 44.05 + 170.2= 214.3

    140.35

    688.81

    170.23

    329.33

    469.683

    590.17

    688.81

    * hallamos la fuerza cortante de la base

    847.08 Ton En la direccion Y - Y11.46 si cumple ya que es = 12% @ 18 %

    *DISTRIBUCION DE LA FUERZA BASAL EN CADA PISO

    329.33

    Pi * hi V Fi Vi

    IV 1054.98 14.20 14980.72 847.08

    * EN LA DIRECCION Y - Y

    3.1.- FUERZA BAZAL EN LA DIRECCION Y - Y

    * VALORES TIPICOS PARA LAS DIRECCIONES

    P = Peso total de la Edificacin 7391.597 Cuadro de Resumen de Cargas

    Tabla N 3Z = Factor de zona 0.4 Tabla N 1 Departamento de Arequipa (Zona 3)U = Factor de uso 1.0 Departamentos ( Categoria C)S = Factor de Suelo 1.2 Tabla N 2 TP = Parametro del suelo = 0.6

    hn = Altura total del edificio 26.00 m

    * VALORES PARA LA DIRECCION Y - Y = PORTICO

    R= Factor de ductibilidad Tabla N 6C= Factor de amplificacion sismica

    T= Periodo fundamental

    Ct = Coeficiente de periodo fundamental 35 ( POR REGLAMENTO portico )

    Entonces Tenemos

    0.74291.9142 2.5 Como si cumple utilizaremos = 1.91

    Verificando =0.2388 OK! Si cumple

    FA = 0.07 T VPara la distribucion de la Fuerza Basal usaremos la siguiente formulaCondicion = T 0.7 seg. Se calculara FA

    0.74 0.7 Calcularemos FA .

    ( por formula)

    III 1058.35 11.00 11641.82 847.08 76.655 765.46

    NIVEL Pi (Ton)hi

    (Ton)

    VII 1041.51 23.20 24163.07 847.08 159.100

    98.64

    469.68V 1051.61 17.40 18298.07

    28.318 847.08

    I 1075.18 4.00 4300.73 847.08 28.318 847.08 Pi * hi = 128648.198

    170.232

    159.100

    140.351

    120.483

    98.640

    76.655 765.46

    VIII 994.37 26.00 25853.64 847.08 170.23 170.23

    53.299 818.76

    II 1065.08 7.60 8094.62 847.08 53.299 818.76

    847.08 120.48 590.17VI 1044.88 20.40 21315.53 847.08

    . .

    .

    Vy = Z.U.C.S PR

    Fi = Pi * hi (V - Fa)Pi * hi

    C = 2.5 Tp 1.25 < 2. 5T

    T = hnCT

    C 0.125R

    V = Z U C S PR

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    N

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    - = altura de nivel- = = x = =- =

    - =- = =- =

    3

    714583333.3si trabajamos en centimetros

    15936.14

    11670.48

    356.5065

    1046.208

    2433.291

    4899.693

    7960.806

    Mi

    713.013

    1379.402

    3487.18

    6312.21

    9609.41

    Ko

    13731.6

    1750.00

    2.80

    2.80

    3.00

    3.20

    3.20

    3.40

    254.65

    492.64

    702.59

    882.82

    1224.77

    1145.04

    1030.37

    SN

    1750.00 360.00 33.121750.00 340.00

    33.12

    (ln/hn) x (l/Ko)1/12 ( e ) x ( l )^3

    Donde : Kwiln

    1750.00 300.00

    4.2 .- DEFORMACION POR FLEXION ( BN)

    I 1267.131 100II 1224.770 100III 1145.042 100

    7.00

    Nivel Vn (ton) Ko Awn hn k

    IV 1030.375 100 1750.00 320.00 33.12V 882.821 100 1750.00 320.00 33.12

    33.1233.12VI 702.593 100

    Ko

    254.65 254.65

    2.80238.00 492.64

    1750.00e x l

    4.- RIGIDEZ DE PLACA

    - Analizaremos la placa como viga en voladizo

    4.1 .- DEFORMACION POR CORTE ( SN)

    hnAwn 1.750

    1000.25 7.00

    si trabajamos en centimetros

    Donde :

    2.80209.95 702.59

    3.00180.23 882.82

    3.20147.55 1030.37

    114.67

    3.4079.73

    3.6042.36

    4.00

    3.20

    1267.13

    1224.77

    1145.04

    VIII 254.648 100 1750.00 280.00 33.12 1.721

    VnMn

    100 1750.00 280.00VII 492.644 3.3304.4325.2216.0946.3746.4395.995

    33.12

    400.00

    100

    18140.73

    4.0020674.99

    23209.3

    Nivel Mn (Ton) Mi (Ton) Kw Mi/Kwi Mn/2Kw hn BN

    3.60

    =Kwn In =12

    1 25 700

    1267.13

    VIII 71301.3 35650.650VII 137940.2 104620.752VI 348718 243329.089V 631220.7 489969.315IV 960940.6 796080.605III 1373156 1167048.073

    In = 714583333.33

    BN

    DPLACA = V = VTOTAL SN + BN + RN

    SN = 33.12 x Vn x KoAwn x hm

    BN = 12 = Mi + Mnhn Kwi 2Kwn

    Kwn = In

    x1

    h0 K0

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    - =- = g cm = ton m- =- =

    / 2

    0.0139692 0.042857 0.140VII 713.013 100 356.5065 7.15E+08 280.00 25520.83 0.013969 3.248477

    4.4.- CALCULO DE LA DEFORMACION TOTAL DE LA PLACA

    340.00360.00400.00I

    =

    0.03= 0.008571

    7.00

    Nivel K E Ko

    0.0085710.0085710.008571

    VII 12 2100 1 0.008571

    0.0732003 0.040000 0.1310.1413345 0.037500 0.121

    4.3 .- DEFORMACION POR ROTACION ( RN)

    IIIII

    Vi 3487.180 100 2433.291 7.15E+08 300.00 23819.44 0.102156 3.193514V 6312.207 100 4899.69 7.15E+08 320.00

    II 1814073 1593614.263I 2320925 2067499.100

    Mn/2Kwi 12/ hn BN

    VII 1379.402 100 1046.208 7.15E+08 280.00 25520.83 0.040994 3.234508 0.027025 0.042857 0.140

    Nivel Mn (ton) Ko Mi ln hn Kwi Mi/Kwi Mi/Kwi

    22330.73 0.219415 3.0913580.215161 0.037500 0.116

    III 13731.56 100 11670.48 7.15E+08 340.00 21017.16 0.555284 2.515448 0.3266749 0.035294 0.100IV 9609.406 100 7960.806 7.15E+08 320.00 22330.73 0.356496 2.871943

    0.456956 0.033333 0.081I 23209.25 100 20674.99 7.15E+08 400.00 17864.58 1.157317 1.157317 0.6495884 0.030000 0.054II 18140.73 100 15936.14 7.15E+08 360.00 19849.54 0.802847 1.960164

    Donde : 0.03 (asentamiento total permisble)E 2.1 x 10^6 2100 Modulo de

    Elasticidad /RKo 1

    hn RN

    VIII 12 2100 1 0.008571 280.00 0.771280.00 0.771

    Vi 12 2100 1 0.008571 300.00 0.720V 12 2100 1 0.008571 320.00 0.675IV 12 2100 1 0.008571 320.00 0.675

    12 2100 1 0.63512 2100 1 0.60012 2100 1 0.540

    VIVII

    SN BN RN TOTAL Vn D1.721 0.140 0.771 2.632 254.648 96.734

    Nivel

    VIII3.330 0.140 0.771 4.241 492.644 116.1604.432 0.131 0.720 5.283 702.593 132.991

    IIIIII

    5.221 0.121 0.675 6.017 882.821 146.7096.094 0.116 0.675 6.885 1030.375 149.662IV

    V

    5.995 0.054 0.540 6.590 1267.131 192.294

    6.374 0.100 0.635 7.109 1145.042 161.0616.439 0.081 0.600 7.119 1224.770 172.034

    RN = x hn = 12 x E x Ko x h

    DPLACA = V = VTOTAL SN + BN + RN

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    7.1458 0.0091 1.8805 0.0024 0.036 69.77Placa G 3-4 7 0.25 3.80 15.20 37.103.8113 0.0552 0.969 81.16

    0.0034 0.0034 0.0009 0.0009 0.032 0.038Columna H7 0.45 0.45 3.80 35.70 42.607.1458 0.0091 1.8805 0.0024 0.036 10.343Placa B 3-4 7 0.25 3.80 15.20 5.50

    0.0034 0.0034 0.0009 0.0009 0.021 0.038Columna H5 0.45 0.45 3.80 23.70 42.60

    0.0034 0.0034 0.0009 0.0009 0.027 0.038Columna H6 0.45 0.45 3.80 29.50 42.60

    0.0034 0.0034 0.0009 0.0009 0.011 0.038Columna H3 0.45 0.45 3.80 11.70 42.600.0034 0.0034 0.0009 0.0009 0.017 0.038Columna H4 0.45 0.45 3.80 18.70 42.60

    0.0034 0.0034 0.0009 0.0009 0.000 0.038Columna H1 0.45 0.45 3.80 0.00 42.600.0034 0.0034 0.0009 0.0009 0.005 0.038Columna H2 0.45 0.45 3.80 5.20 42.60

    0.0034 0.0034 0.0009 0.0009 0.027 0.033Columna G6 0.45 0.45 3.80 29.50 37.100.0034 0.0034 0.0009 0.0009 0.032 0.033Columna G7 0.45 0.45 3.80 35.70 37.10

    0.0034 0.0034 0.0009 0.0009 0.017 0.033Columna G4 0.45 0.45 3.80 18.70 37.100.0034 0.0034 0.0009 0.0009 0.021 0.033Columna G5 0.45 0.45 3.80 23.70 37.10

    0.0034 0.0034 0.0009 0.0009 0.005 0.033Columna G2 0.45 0.45 3.80 5.20 37.100.0034 0.0034 0.0009 0.0009 0.011 0.033Columna G3 0.45 0.45 3.80 11.70 37.10

    0.0034 0.0034 0.0009 0.0009 0.032 0.027Columna F7 0.45 0.45 3.80 35.70 30.100.0034 0.0034 0.0009 0.0009 0.000 0.033Columna G1 0.45 0.45 3.80 0.00 37.10

    0.0034 0.0034 0.0009 0.0009 0.021 0.027Columna F5 0.45 0.45 3.80 23.70 30.100.0034 0.0034 0.0009 0.0009 0.027 0.027Columna F6 0.45 0.45 3.80 29.50 30.10

    0.0034 0.0034 0.0009 0.0009 0.011 0.027Columna F3 0.45 0.45 3.80 11.70 30.100.0034 0.0034 0.0009 0.0009 0.017 0.027Columna F4 0.45 0.45 3.80 18.70 30.10

    0.0034 0.0034 0.0009 0.0009 0.000 0.027Columna F1 0.45 0.45 3.80 0.00 30.100.0034 0.0034 0.0009 0.0009 0.005 0.027Columna F2 0.45 0.45 3.80 5.20 30.10

    0.0034 0.0034 0.0009 0.0009 0.027 0.021Columna E6 0.45 0.45 3.80 29.50 23.700.0034 0.0034 0.0009 0.0009 0.032 0.021Columna E7 0.45 0.45 3.80 35.70 23.70

    0.0034 0.0034 0.0009 0.0009 0.017 0.021Columna E4 0.45 0.45 3.80 18.70 23.700.0034 0.0034 0.0009 0.0009 0.021 0.021Columna E5 0.45 0.45 3.80 23.70 23.70

    0.0034 0.0034 0.0009 0.0009 0.005 0.021Columna E2 0.45 0.45 3.80 5.20 23.700.0034 0.0034 0.0009 0.0009 0.011 0.021Columna E3 0.45 0.45 3.80 11.70 23.70

    0.0034 0.0034 0.0009 0.0009 0.032 0.015Columna D7 0.45 0.45 3.80 35.70 16.900.0034 0.0034 0.0009 0.0009 0.000 0.021Columna E1 0.45 0.45 3.80 0.00 23.70

    0.0034 0.0034 0.0009 0.0009 0.021 0.015Columna D5 0.45 0.45 3.80 23.70 16.900.0034 0.0034 0.0009 0.0009 0.027 0.015Columna D6 0.45 0.45 3.80 29.50 16.90

    0.0034 0.0034 0.0009 0.0009 0.011 0.015Columna D3 0.45 0.45 3.80 11.70 16.900.0034 0.0034 0.0009 0.0009 0.017 0.015Columna D4 0.45 0.45 3.80 18.70 16.90

    0.0034 0.0034 0.0009 0.0009 0.000 0.015Columna D1 0.45 0.45 3.80 0.00 16.900.0034 0.0034 0.0009 0.0009 0.005 0.015Columna D2 0.45 0.45 3.80 5.20 16.90

    0.0034 0.0034 0.0009 0.0009 0.027 0.011Columna C6 0.45 0.45 3.80 29.50 11.70

    0.0034 0.0034 0.0009 0.0009 0.032 0.011Columna C7 0.45 0.45 3.80 35.70 11.70

    0.0034 0.0034 0.0009 0.0009 0.017 0.011Columna C4 0.45 0.45 3.80 18.70 11.700.0034 0.0034 0.0009 0.0009 0.021 0.011Columna C5 0.45 0.45 3.80 23.70 11.70

    0.0034 0.0034 0.0009 0.0009 0.005 0.011Columna C2 0.45 0.45 3.80 5.20 11.700.0034 0.0034 0.0009 0.0009 0.011 0.011Columna C3 0.45 0.45 3.80 11.70 11.70

    0.0034 0.0034 0.0009 0.0009 0.032 0.005Columna B7 0.45 0.45 3.80 35.70 5.500.0034 0.0034 0.0009 0.0009 0.000 0.011Columna C1 0.45 0.45 3.80 0.00 11.70

    0.0034 0.0034 0.0009 0.0009 0.021 0.005Columna B5 0.45 0.45 3.80 23.70 5.500.0034 0.0034 0.0009 0.0009 0.027 0.005Columna B6 0.45 0.45 3.80 29.50 5.50

    0.0034 0.0034 0.0009 0.0009 0.011 0.005Columna B3 0.45 0.45 3.80 11.70 5.500.0034 0.0034 0.0009 0.0009 0.017 0.005Columna B4 0.45 0.45 3.80 18.70 5.50

    0.0034 0.0034 0.0009 0.0009 0.000 0.005Columna B1 0.45 0.45 3.80 0.00 5.500.0034 0.0034 0.0009 0.0009 0.005 0.005Columna B2 0.45 0.45 3.80 5.20 5.50

    0.0034 0.0034 0.0009 0.0009 0.027 0.000Columna A6 0.45 0.45 3.80 29.50 0.000.0034 0.0034 0.0009 0.0009 0.032 0.000Columna A7 0.45 0.45 3.80 35.70 0.00

    Columna A4 0.45 0.45 3.80 18.70 0.000.0034 0.0034 0.0009 0.0009 0.021 0.000Columna A5 0.45 0.45 3.80 23.70 0.00

    Columna A2 0.45 0.45 3.80 5.20 0.00 0.0034 0.0034

    5.50 42.60

    6.80 23.706.40 30.107.00 37.10

    0.0034 0.0034 0.0009 0.0009 0.011 0.000Columna A3 0.45 0.45 3.80 11.70 0.000.0034 0.0034 0.0009 0.0009

    0.000 0.000 5.206.500.0009 0.0009 0.005 0.000

    5.20 16.90

    5.2011.7018.7023.7029.5035.70

    7.005.005.806.20

    0.017 0.000

    5.1 .- CENTRO DE RIGIDEZ EN EL 1ER PISO

    5.- CENTRO DE RIGIDECES

    Descripcin

    Columna A1

    b(m) en

    x-x

    t (m) en

    y-yDy *x Dx *y

    0.45 0.45 3.80 0.00 0.00 0.0034 0.0034

    h Sismica (m) X CG Y CG

    0.0009 0.0009

    EJE X - X0.00

    EJE Y - Y0.00

    5.50 5.506.20 11.70

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    5.2 .- CENTRO DE RIGIDEZ EN EL 2DO PISO

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m) X CG Y CG Dy *x Dx *y

    Columna A1 0.45 0.45 3.50 0.00 0.00 0.0034 0.0034 0 .001 0.001 0.000 0.000

    Columna B4Columna B5Columna B6

    0.450.450.450.450.450.450.450.450.450.450.450.45

    Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2Columna B3

    0.450.450.45

    3.503.503.503.503.503.503.503.503.503.503.503.50

    0.450.450.450.450.450.450.450.450.45

    18.7023.7029.50

    0.000.000.000.000.000.005.505.505.505.505.505.50

    5.2011.7018.7023.7029.5035.700.005.20

    11.70

    0.0034 0.0034 0.001 0.001 0.018 0.0000.0034 0.0034 0.001 0.001 0.023 0.000

    0.0034 0.0034 0.001 0.001 0.005 0.0000.0034 0.0034 0.001 0.001 0.011 0.000

    0.0034 0.0034 0.001 0.001 0.000 0.0050.0034 0.0034 0.001 0.001 0.005 0.005

    0.0034 0.0034 0.001 0.001 0.029 0.0000.0034 0.0034 0.001 0.001 0.035 0.000

    0.0034 0.0034 0.001 0.001 0.023 0.0050.0034 0.0034 0.001 0.001 0.029 0.005

    0.0034 0.0034 0.001 0.001 0.011 0.0050.0034 0.0034 0.001 0.001 0.018 0.005

    0.001 0.035 0.005Columna C1 0.45 0.45 3.50 0.00 11.70 0.0034 0.0034 0.001 0.001 0.000 0.011Columna B7 0.45 0.45 3.50 35.70 5.50 0.0034 0.0034 0 .001

    0.001 0.005 0.011Columna C3 0.45 0.45 3.50 11.70 11.70 0.0034 0.0034 0.001 0.001 0.011 0.011Columna C2 0.45 0.45 3.50 5.20 11.70 0.0034 0.0034 0 .001

    0.001 0.018 0.011Columna C5 0.45 0.45 3.50 23.70 11.70 0.0034 0.0034 0.001 0.001 0.023 0.011Columna C4 0.45 0.45 3.50 18.70 11.70 0.0034 0.0034 0.001

    0.001 0.029 0.011Columna C7 0.45 0.45 3.50 35.70 11.70 0.0034 0.0034 0.001 0.001 0.035 0.011Columna C6 0.45 0.45 3.50 29.50 11.70 0.0034 0.0034 0.001

    0.001 0.000 0.017

    Columna D2 0.45 0.45 3.50 5.20 16.90 0.0034 0.0034 0.001 0.001 0.005 0.017

    Columna D1 0.45 0.45 3.50 0.00 16.90 0.0034 0.0034 0 .001

    0.001 0.011 0.017Columna D4 0.45 0.45 3.50 18.70 16.90 0.0034 0.0034 0.001 0.001 0.018 0.017Columna D3 0.45 0.45 3.50 11.70 16.90 0.0034 0.0034 0.001

    0.001 0.023 0.017Columna D6 0.45 0.45 3.50 29.50 16.90 0.0034 0.0034 0.001 0.001 0.029 0.017Columna D5 0.45 0.45 3.50 23.70 16.90 0.0034 0.0034 0.001

    0.001 0.035 0.017Columna E1 0.45 0.45 3.50 0.00 23.70 0.0034 0.0034 0.001 0.001 0.000 0.023Columna D7 0.45 0.45 3.50 35.70 16.90 0.0034 0.0034 0.001

    0.001 0.005 0.023Columna E3 0.45 0.45 3.50 11.70 23.70 0.0034 0.0034 0.001 0.001 0.011 0.023Columna E2 0.45 0.45 3.50 5.20 23.70 0.0034 0.0034 0 .001

    0.001 0.018 0.023Columna E5 0.45 0.45 3.50 23.70 23.70 0.0034 0.0034 0.001 0.001 0.023 0.023Columna E4 0.45 0.45 3.50 18.70 23.70 0.0034 0.0034 0.001

    0.001 0.029 0.023Columna E7 0.45 0.45 3.50 35.70 23.70 0.0034 0.0034 0.001 0.001 0.035 0.023Columna E6 0.45 0.45 3.50 29.50 23.70 0.0034 0.0034 0.001

    0.001 0.000 0.029Columna F2 0.45 0.45 3.50 5.20 30.10 0.0034 0.0034 0.001 0.001 0.005 0.029Columna F1 0.45 0.45 3.50 0.00 30.10 0.0034 0.0034 0 .001

    0.001 0.011 0.029Columna F4 0.45 0.45 3.50 18.70 30.10 0.0034 0.0034 0.001 0.001 0.018 0.029Columna F3 0.45 0.45 3.50 11.70 30.10 0.0034 0.0034 0.001

    0.001 0.023 0.029Columna F6 0.45 0.45 3.50 29.50 30.10 0.0034 0.0034 0.001 0.001 0.029 0.029Columna F5 0.45 0.45 3.50 23.70 30.10 0.0034 0.0034 0.001

    0.001 0.035 0.029Columna G1 0.45 0.45 3.50 0.00 37.10 0.0034 0.0034 0.001 0.001 0.000 0.036Columna F7 0.45 0.45 3.50 35.70 30.10 0.0034 0.0034 0.001

    0.001 0.005 0.036Columna G3 0.45 0.45 3.50 11.70 37.10 0.0034 0.0034 0.001 0.001 0.011 0.036Columna G2 0.45 0.45 3.50 5.20 37.10 0.0034 0.0034 0 .001

    0.001 0.018 0.036Columna G5 0.45 0.45 3.50 23.70 37.10 0.0034 0.0034 0.001 0.001 0.023 0.036Columna G4 0.45 0.45 3.50 18.70 37.10 0.0034 0.0034 0.001

    0.001 0.029 0.036Columna G7 0.45 0.45 3.50 35.70 37.10 0.0034 0.0034 0.001 0.001 0.035 0.036Columna G6 0.45 0.45 3.50 29.50 37.10 0.0034 0.0034 0.001

    0.001 0.000 0.042Columna H2 0.45 0.45 3.50 5.20 42.60 0.0034 0.0034 0.001 0.001 0.005 0.042Columna H1 0.45 0.45 3.50 0.00 42.60 0.0034 0.0034 0 .001

    0.001 0.011 0.042Columna H4 0.45 0.45 3.50 18.70 42.60 0.0034 0.0034 0.001 0.001 0.018 0.042Columna H3 0.45 0.45 3.50 11.70 42.60 0.0034 0.0034 0.001

    0.001 0.023 0.042Columna H6 0.45 0.45 3.50 29.50 42.60 0.0034 0.0034 0.001 0.001 0.029 0.042Columna H5 0.45 0.45 3.50 23.70 42.60 0.0034 0.0034 0.001

    0.001 0.035 0.042

    Placa B 3-4 7 0.25 3.50 15.20 5.50 7.1458 0.0091 2.0417 0.0026 0.040 11.229

    Columna H7 0.45 0.45 3.50 35.70 42.60 0.0034 0.0034 0.001

    0.0026 0.040 75.754.138 0.0599 1.052 88.12

    Placa G 3-4 7 0.25 3.50 15.20 37.10 7.1458 0.0091 2.0417

    0.00

    6.80 23.706.40 30.107.00 37.105.50 42.60

    6.20 11.705.20 16.90

    EJE X - X0.00

    5.20 5.20

    EJE Y - Y

    5.50 5.50

    6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70

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    0.001 0.000 0.000Columna A2 0.45 0.45 3.30 5.20 0.00 0.0034 0.0034 0 .001 0.001 0.005 0.000Columna A1 0.45 0.45 3.30 0.00 0.00 0.0034 0.0034 0 .001

    0.001 0.012 0.000Columna A4 0.45 0.45 3.30 18.70 0.00 0.0034 0.0034 0.001 0.001 0.019 0.000Columna A3 0.45 0.45 3.30 11.70 0.00 0.0034 0.0034 0 .001

    0.001 0.025 0.000Columna A6 0.45 0.45 3.30 29.50 0.00 0.0034 0.0034 0.001 0.001 0.031 0.000Columna A5 0.45 0.45 3.30 23.70 0.00 0.0034 0.0034 0 .001

    0.001 0.037 0.000Columna B1 0.45 0.45 3.30 0.00 5.50 0.0034 0.0034 0 .001 0.001 0.000 0.006Columna A7 0.45 0.45 3.30 35.70 0.00 0.0034 0.0034 0 .001

    11.70 5.50 0.0034 0.0034 0.001 0.001 0.012 0.006Columna B2 0.45 0.45 3.30 5.20 5.50 0.0034 0.0034 0 .001

    0.001 0.019 0.006

    5.3 .- CENTRO DE RIGIDEZ EN EL 3ER PISO

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m) X CG Y CG Dy *x Dx *y

    Columna B4 0.45 0.45 3.30 18.70 5.50 0.0034 0.0034 0 .001

    0.001 0.005 0.006Columna B3 0.45 0.45 3.30

    0.001 0.001 0.025 0.0060.45 0.45 3.30 29.50 5.50 0.0034 0.0034 0 .001 0.001 0.031 0.006

    Columna B5Columna B6

    0.45 0.45 3.30 23.70 5.50 0.0034 0.0034

    0.001 0.037 0.006Columna C1 0.45 0.45 3.30 0.00 11.70 0.0034 0.0034 0.001 0.001 0.000 0.012Columna B7 0.45 0.45 3.30 35.70 5.50 0.0034 0.0034 0 .001

    0.001 0.005 0.012Columna C3 0.45 0.45 3.30 11.70 11.70 0.0034 0.0034 0.001 0.001 0.012 0.012Columna C2 0.45 0.45 3.30 5.20 11.70 0.0034 0.0034 0 .001

    0.001 0.019 0.012Columna C5 0.45 0.45 3.30 23.70 11.70 0.0034 0.0034 0.001 0.001 0.025 0.012Columna C4 0.45 0.45 3.30 18.70 11.70 0.0034 0.0034 0.001

    0.001 0.031 0.012Columna C7 0.45 0.45 3.30 35.70 11.70 0.0034 0.0034 0.001 0.001 0.037 0.012Columna C6 0.45 0.45 3.30 29.50 11.70 0.0034 0.0034 0.001

    0.001 0.000 0.018

    Columna D2 0.45 0.45 3.30 5.20 16.90 0.0034 0.0034 0.001 0.001 0.005 0.018

    Columna D1 0.45 0.45 3.30 0.00 16.90 0.0034 0.0034 0 .001

    0.001 0.012 0.018Columna D4 0.45 0.45 3.30 18.70 16.90 0.0034 0.0034 0.001 0.001 0.019 0.018Columna D3 0.45 0.45 3.30 11.70 16.90 0.0034 0.0034 0.001

    0.001 0.025 0.018Columna D6 0.45 0.45 3.30 29.50 16.90 0.0034 0.0034 0.001 0.001 0.031 0.018Columna D5 0.45 0.45 3.30 23.70 16.90 0.0034 0.0034 0.001

    0.001 0.037 0.018Columna E1 0.45 0.45 3.30 0.00 23.70 0.0034 0.0034 0.001 0.001 0.000 0.025Columna D7 0.45 0.45 3.30 35.70 16.90 0.0034 0.0034 0.001

    0.001 0.005 0.025Columna E3 0.45 0.45 3.30 11.70 23.70 0.0034 0.0034 0.001 0.001 0.012 0.025Columna E2 0.45 0.45 3.30 5.20 23.70 0.0034 0.0034 0 .001

    0.001 0.019 0.025Columna E5 0.45 0.45 3.30 23.70 23.70 0.0034 0.0034 0.001 0.001 0.025 0.025Columna E4 0.45 0.45 3.30 18.70 23.70 0.0034 0.0034 0.001

    0.001 0.031 0.025Columna E7 0.45 0.45 3.30 35.70 23.70 0.0034 0.0034 0.001 0.001 0.037 0.025Columna E6 0.45 0.45 3.30 29.50 23.70 0.0034 0.0034 0.001

    0.001 0.000 0.031Columna F2 0.45 0.45 3.30 5.20 30.10 0.0034 0.0034 0.001 0.001 0.005 0.031Columna F1 0.45 0.45 3.30 0.00 30.10 0.0034 0.0034 0 .001

    0.001 0.012 0.031Columna F4 0.45 0.45 3.30 18.70 30.10 0.0034 0.0034 0.001 0.001 0.019 0.031Columna F3 0.45 0.45 3.30 11.70 30.10 0.0034 0.0034 0.001

    0.001 0.025 0.031Columna F6 0.45 0.45 3.30 29.50 30.10 0.0034 0.0034 0.001 0.001 0.031 0.031Columna F5 0.45 0.45 3.30 23.70 30.10 0.0034 0.0034 0.001

    0.001 0.037 0.031Columna G1 0.45 0.45 3.30 0.00 37.10 0.0034 0.0034 0.001 0.001 0.000 0.038Columna F7 0.45 0.45 3.30 35.70 30.10 0.0034 0.0034 0.001

    0.001 0.005 0.038Columna G3 0.45 0.45 3.30 11.70 37.10 0.0034 0.0034 0.001 0.001 0.012 0.038Columna G2 0.45 0.45 3.30 5.20 37.10 0.0034 0.0034 0 .001

    0.001 0.019 0.038Columna G5 0.45 0.45 3.30 23.70 37.10 0.0034 0.0034 0.001 0.001 0.025 0.038Columna G4 0.45 0.45 3.30 18.70 37.10 0.0034 0.0034 0.001

    0.001 0.031 0.038Columna G7 0.45 0.45 3.30 35.70 37.10 0.0034 0.0034 0.001 0.001 0.037 0.038Columna G6 0.45 0.45 3.30 29.50 37.10 0.0034 0.0034 0.001

    0.001 0.000 0.044Columna H2 0.45 0.45 3.30 5.20 42.60 0.0034 0.0034 0.001 0.001 0.005 0.044Columna H1 0.45 0.45 3.30 0.00 42.60 0.0034 0.0034 0 .001

    0.001 0.012 0.044Columna H4 0.45 0.45 3.30 18.70 42.60 0.0034 0.0034 0.001 0.001 0.019 0.044Columna H3 0.45 0.45 3.30 11.70 42.60 0.0034 0.0034 0.001

    Columna H6 0.45 0.45 3.30 29.50 42.60 0.0034 0.0034 0.001 0.001 0.031 0.044Columna H5 0.45 0.45 3.30 23.70 42.60 0.0034 0.0034 0.001

    EJE Y - Y

    37.10 7.1458 0.0091 2.1654

    0.001 0.037 0.044

    Placa B 3-4 7.00 0.25 3.30 15.20 5.50 7.1458 0.0091 2.1654 0.0028 0.042 11.910

    Columna H7 0.45 0.45 3.30 35.70 42.60 0.0034 0.0034 0.001

    0.001 0.025 0.044

    7.00 18.705.00 23.705.80 29.506.20 35.70

    EJE X - X0.00

    5.20 5.206.5 11.70

    7.00 37.105.50 42.60

    0.0028 0.042 80.344.3888 0.0635 1.115 93.46

    Placa G 3-4 7.00 0.25 3.30 15.20

    6.20 11.705.20 16.906.80 23.70

    0.005.50 5.50

    6.40 30.10

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    1234567

    ABCDEFGH

    5.4 .- CENTRO DE RIGIDEZ EN EL 4TO PISO

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m) X CG Y CG Dy *x Dx *y

    0.0011 0.000 0.000Columna A2 0.45 0.45 3.20 5.20 0.00 0.0034 0.0034 0.0011 0.0011 0.006 0.000Columna A1 0.45 0.45 3.20 0.00 0.00 0.0034 0.0034 0.0011

    0.0011 0.012 0.000Columna A4 0.45 0.45 3.20 18.70 0.00 0.0034 0.0034 0.0011 0.0011 0.020 0.000Columna A3 0.45 0.45 3.20 11.70 0.00 0.0034 0.0034 0.0011

    0.0011 0.025 0.000Columna A6 0.45 0.45 3.20 29.50 0.00 0.0034 0.0034 0.0011 0.0011 0.032 0.000Columna A5 0.45 0.45 3.20 23.70 0.00 0.0034 0.0034 0.0011

    0.0011 0.038 0.000Columna B1 0.45 0.45 3.20 0.00 5.50 0.0034 0.0034 0.0011 0.0011 0.000 0.006Columna A7 0.45 0.45 3.20 35.70 0.00 0.0034 0.0034 0.0011

    0.0011 0.006 0.006Columna B3 0.45 0.45 3.20 11.70 5.50 0.0034 0.0034 0.0011 0.0011 0.012 0.006Columna B2 0.45 0.45 3.20 5.20 5.50 0.0034 0.0034 0.0011

    0.0011 0.020 0.006Columna B5 0.45 0.45 3.20 23.70 5.50 0.0034 0.0034 0.0011 0.0011 0.025 0.006Columna B4 0.45 0.45 3.20 18.70 5.50 0.0034 0.0034 0.0011

    0.0011 0.032 0.006Columna B7 0.45 0.45 3.20 35.70 5.50 0.0034 0.0034 0.0011 0.0011 0.038 0.006Columna B6 0.45 0.45 3.20 29.50 5.50 0.0034 0.0034 0.0011

    0.0011 0.000 0.012Columna C2 0.45 0.45 3.20 5.20 11.70 0.0034 0.0034 0.0011 0.0011 0.006 0.012Columna C1 0.45 0.45 3.20 0.00 11.70 0.0034 0.0034 0.0011

    0.0011 0.012 0.012Columna C4 0.45 0.45 3.20 18.70 11.70 0.0034 0.0034 0.0011 0.0011 0.020 0.012Columna C3 0.45 0.45 3.20 11.70 11.70 0.0034 0.0034 0.0011

    0.0011 0.025 0.012Columna C6 0.45 0.45 3.20 29.50 11.70 0.0034 0.0034 0.0011 0.0011 0.032 0.012Columna C5 0.45 0.45 3.20 23.70 11.70 0.0034 0.0034 0.0011

    0.0011 0.038 0.012Columna D1 0.45 0.45 3.20 0.00 16.90 0.0034 0.0034 0.0011 0.0011 0.000 0.018Columna C7 0.45 0.45 3.20 35.70 11.70 0.0034 0.0034 0.0011

    0.0011 0.006 0.018Columna D3 0.45 0.45 3.20 11.70 16.90 0.0034 0.0034 0.0011 0.0011 0.012 0.018Columna D2 0.45 0.45 3.20 5.20 16.90 0.0034 0.0034 0.0011

    0.0011 0.020 0.018Columna D5 0.45 0.45 3.20 23.70 16.90 0.0034 0.0034 0.0011 0.0011 0.025 0.018Columna D4 0.45 0.45 3.20 18.70 16.90 0.0034 0.0034 0.0011

    0.0011 0.032 0.018Columna D7 0.45 0.45 3.20 35.70 16.90 0.0034 0.0034 0.0011 0.0011 0.038 0.018Columna D6 0.45 0.45 3.20 29.50 16.90 0.0034 0.0034 0.0011

    0.0011 0.000 0.025Columna E2 0.45 0.45 3.20 5.20 23.70 0.0034 0.0034 0.0011 0.0011 0.006 0.025Columna E1 0.45 0.45 3.20 0.00 23.70 0.0034 0.0034 0.0011

    0.0011 0.012 0.025Columna E4 0.45 0.45 3.20 18.70 23.70 0.0034 0.0034 0.0011 0.0011 0.020 0.025Columna E3 0.45 0.45 3.20 11.70 23.70 0.0034 0.0034 0.0011

    0.0011 0.025 0.025Columna E6 0.45 0.45 3.20 29.50 23.70 0.0034 0.0034 0.0011 0.0011 0.032 0.025Columna E5 0.45 0.45 3.20 23.70 23.70 0.0034 0.0034 0.0011

    0.0011 0.038 0.025Columna F1 0.45 0.45 3.20 0.00 30.10 0.0034 0.0034 0.0011 0.0011 0.000 0.032Columna E7 0.45 0.45 3.20 35.70 23.70 0.0034 0.0034 0.0011

    0.0011 0.006 0.032Columna F3 0.45 0.45 3.20 11.70 30.10 0.0034 0.0034 0.0011 0.0011 0.012 0.032Columna F2 0.45 0.45 3.20 5.20 30.10 0.0034 0.0034 0.0011

    0.0011 0.020 0.032

    Columna F5 0.45 0.45 3.20 23.70 30.10 0.0034 0.0034 0.0011 0.0011 0.025 0.032

    Columna F4 0.45 0.45 3.20 18.70 30.10 0.0034 0.0034 0.0011

    0.0011 0.032 0.032Columna F7 0.45 0.45 3.20 35.70 30.10 0.0034 0.0034 0.0011 0.0011 0.038 0.032Columna F6 0.45 0.45 3.20 29.50 30.10 0.0034 0.0034 0.0011

    0.0011 0.000 0.040Columna G2 0.45 0.45 3.20 5.20 37.10 0.0034 0.0034 0.0011 0.0011 0.006 0.040Columna G1 0.45 0.45 3.20 0.00 37.10 0.0034 0.0034 0.0011

    0.0011 0.012 0.040Columna G4 0.45 0.45 3.20 18.70 37.10 0.0034 0.0034 0.0011 0.0011 0.020 0.040Columna G3 0.45 0.45 3.20 11.70 37.10 0.0034 0.0034 0.0011

    0.0011 0.025 0.040Columna G6 0.45 0.45 3.20 29.50 37.10 0.0034 0.0034 0.0011 0.0011 0.032 0.040Columna G5 0.45 0.45 3.20 23.70 37.10 0.0034 0.0034 0.0011

    0.0011 0.038 0.040Columna H1 0.45 0.45 3.20 0.00 42.60 0.0034 0.0034 0.0011 0.0011 0.000 0.045Columna G7 0.45 0.45 3.20 35.70 37.10 0.0034 0.0034 0.0011

    0.0011 0.006 0.045Columna H3 0.45 0.45 3.20 11.70 42.60 0.0034 0.0034 0.0011 0.0011 0.012 0.045Columna H2 0.45 0.45 3.20 5.20 42.60 0.0034 0.0034 0.0011

    0.0011 0.020 0.045Columna H5 0.45 0.45 3.20 23.70 42.60 0.0034 0.0034 0.0011 0.0011 0.025 0.045Columna H4 0.45 0.45 3.20 18.70 42.60 0.0034 0.0034 0.0011

    0.0011 0.032 0.045Columna H7 0.45 0.45 3.20 35.70 42.60 0.0034 0.0034 0.0011 0.0011 0.038 0.045Columna H6 0.45 0.45 3.20 29.50 42.60 0.0034 0.0034 0.0011

    7.00 0.25 3.20 15.20 37.10 7.1458 0.0091 2.2331 0.0028 0.043 82.85Placa B 3-4 7.00 0.25 3.20 15.20 5.50 7.1458 0.0091 2.2331

    23.706.40 30.107.00 37.105.50 42.60

    6.80

    0.0655 1.150 96.384.5259

    0.0028 0.043 12.282Placa G 3-4

    EJE X - X0.00

    5.20 5.20

    EJE Y - Y

    5.50 5.506.20 11.705.20 16.90

    6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70

    0.00

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    1234567

    ABCDEFGH

    5.5 .- CENTRO DE RIGIDEZ EN EL 5TO PISO

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m) X CG Y CG Dy *x Dx *y

    0.0011 0.000 0.000Columna A2 0.45 0.45 3.10 5.20 0.00 0.0034 0.0034 0.0011 0.0011 0.006 0.000Columna A1 0.45 0.45 3.10 0.00 0.00 0.0034 0.0034 0.0011

    0.0011 0.013 0.000Columna A4 0.45 0.45 3.10 18.70 0.00 0.0034 0.0034 0.0011 0.0011 0.021 0.000Columna A3 0.45 0.45 3.10 11.70 0.00 0.0034 0.0034 0.0011

    0.0011 0.026 0.000Columna A6 0.45 0.45 3.10 29.50 0.00 0.0034 0.0034 0.0011 0.0011 0.033 0.000Columna A5 0.45 0.45 3.10 23.70 0.00 0.0034 0.0034 0.0011

    0.0011 0.039 0.000Columna B1 0.45 0.45 3.10 0.00 5.50 0.0034 0.0034 0.0011 0.0011 0.000 0.006Columna A7 0.45 0.45 3.10 35.70 0.00 0.0034 0.0034 0.0011

    0.0011 0.006 0.006Columna B3 0.45 0.45 3.10 11.70 5.50 0.0034 0.0034 0.0011 0.0011 0.013 0.006Columna B2 0.45 0.45 3.10 5.20 5.50 0.0034 0.0034 0.0011

    0.0011 0.021 0.006Columna B5 0.45 0.45 3.10 23.70 5.50 0.0034 0.0034 0.0011 0.0011 0.026 0.006Columna B4 0.45 0.45 3.10 18.70 5.50 0.0034 0.0034 0.0011

    0.0011 0.033 0.006Columna B7 0.45 0.45 3.10 35.70 5.50 0.0034 0.0034 0.0011 0.0011 0.039 0.006Columna B6 0.45 0.45 3.10 29.50 5.50 0.0034 0.0034 0.0011

    0.0011 0.000 0.013Columna C2 0.45 0.45 3.10 5.20 11.70 0.0034 0.0034 0.0011 0.0011 0.006 0.013Columna C1 0.45 0.45 3.10 0.00 11.70 0.0034 0.0034 0.0011

    0.0011 0.013 0.013Columna C4 0.45 0.45 3.10 18.70 11.70 0.0034 0.0034 0.0011 0.0011 0.021 0.013Columna C3 0.45 0.45 3.10 11.70 11.70 0.0034 0.0034 0.0011

    0.0011 0.026 0.013Columna C6 0.45 0.45 3.10 29.50 11.70 0.0034 0.0034 0.0011 0.0011 0.033 0.013Columna C5 0.45 0.45 3.10 23.70 11.70 0.0034 0.0034 0.0011

    0.0011 0.039 0.013Columna D1 0.45 0.45 3.10 0.00 16.90 0.0034 0.0034 0.0011 0.0011 0.000 0.019Columna C7 0.45 0.45 3.10 35.70 11.70 0.0034 0.0034 0.0011

    0.0011 0.006 0.019Columna D3 0.45 0.45 3.10 11.70 16.90 0.0034 0.0034 0.0011 0.0011 0.013 0.019Columna D2 0.45 0.45 3.10 5.20 16.90 0.0034 0.0034 0.0011

    0.0011 0.021 0.019Columna D5 0.45 0.45 3.10 23.70 16.90 0.0034 0.0034 0.0011 0.0011 0.026 0.019Columna D4 0.45 0.45 3.10 18.70 16.90 0.0034 0.0034 0.0011

    0.0011 0.033 0.019Columna D7 0.45 0.45 3.10 35.70 16.90 0.0034 0.0034 0.0011 0.0011 0.039 0.019Columna D6 0.45 0.45 3.10 29.50 16.90 0.0034 0.0034 0.0011

    0.0011 0.000 0.026Columna E2 0.45 0.45 3.10 5.20 23.70 0.0034 0.0034 0.0011 0.0011 0.006 0.026Columna E1 0.45 0.45 3.10 0.00 23.70 0.0034 0.0034 0.0011

    0.0011 0.013 0.026Columna E4 0.45 0.45 3.10 18.70 23.70 0.0034 0.0034 0.0011 0.0011 0.021 0.026Columna E3 0.45 0.45 3.10 11.70 23.70 0.0034 0.0034 0.0011

    0.0011 0.026 0.026Columna E6 0.45 0.45 3.10 29.50 23.70 0.0034 0.0034 0.0011 0.0011 0.033 0.026Columna E5 0.45 0.45 3.10 23.70 23.70 0.0034 0.0034 0.0011

    0.0011 0.039 0.026Columna F1 0.45 0.45 3.10 0.00 30.10 0.0034 0.0034 0.0011 0.0011 0.000 0.033Columna E7 0.45 0.45 3.10 35.70 23.70 0.0034 0.0034 0.0011

    0.0011 0.006 0.033Columna F3 0.45 0.45 3.10 11.70 30.10 0.0034 0.0034 0.0011 0.0011 0.013 0.033Columna F2 0.45 0.45 3.10 5.20 30.10 0.0034 0.0034 0.0011

    0.0011 0.021 0.033

    Columna F5 0.45 0.45 3.10 23.70 30.10 0.0034 0.0034 0.0011 0.0011 0.026 0.033

    Columna F4 0.45 0.45 3.10 18.70 30.10 0.0034 0.0034 0.0011

    0.0011 0.033 0.033Columna F7 0.45 0.45 3.10 35.70 30.10 0.0034 0.0034 0.0011 0.0011 0.039 0.033Columna F6 0.45 0.45 3.10 29.50 30.10 0.0034 0.0034 0.0011

    0.0011 0.000 0.041Columna G2 0.45 0.45 3.10 5.20 37.10 0.0034 0.0034 0.0011 0.0011 0.006 0.041Columna G1 0.45 0.45 3.10 0.00 37.10 0.0034 0.0034 0.0011

    0.0011 0.013 0.041Columna G4 0.45 0.45 3.10 18.70 37.10 0.0034 0.0034 0.0011 0.0011 0.021 0.041Columna G3 0.45 0.45 3.10 11.70 37.10 0.0034 0.0034 0.0011

    0.0011 0.026 0.041Columna G6 0.45 0.45 3.10 29.50 37.10 0.0034 0.0034 0.0011 0.0011 0.033 0.041Columna G5 0.45 0.45 3.10 23.70 37.10 0.0034 0.0034 0.0011

    Columna H1 0.45 0.45 3.10 0.00 42.60 0.0034 0.0034 0.0011 0.0011 0.000 0.047Columna G7 0.45 0.45 3.10 35.70 37.10 0.0034 0.0034 0.0011

    Columna H3 0.45 0.45 3.10 11.70 42.60 0.0034 0.0034 0.0011 0.0011 0.013 0.047Columna H2 0.45 0.45 3.10 5.20 42.60 0.0034 0.0034 0.0011

    Columna H5 0.45 0.45 3.10 23.70 42.60 0.0034 0.0034 0.0011 0.0011 0.026 0.047Columna H4 0.45 0.45 3.10 18.70 42.60 0.0034 0.0034 0.0011

    15.20 5.50 7.1458 0.0091 2.3051

    0.033 0.047Columna H7 0.45 0.45 3.10 35.70 42.60 0.0034 0.0034 0.0011 0.0011 0.039 0.047Columna H6 0.45 0.45 3.10 29.50 42.60 0.0034 0.0034 0.0011

    5.50

    7.00 18.705.00 23.705.80 29.506.20 35.70

    0.0676 1.187 99.49

    0.0029 0.045 12.678

    0.0011

    4.67190.0091 2.3051 0.0029 0.045 85.52

    0.0011 0.021 0.047

    0.0011 0.006 0.047

    0.0011 0.039 0.041

    6.40 30.107.00 37.105.50 42.60

    Placa G 3-4 7.00 0.25 3.10 15.20 37.10 7.1458Placa B 3-4 7.00 0.25 3.10

    EJE X - X0.00

    5.20 5.206.5 11.70

    EJE Y - Y

    6.20 11.705.20 16.906.80 23.70

    0.005.50

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    1234567

    ABCDEFGH

    5.6 .- CENTRO DE RIGIDEZ EN EL 6TO PISO

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m) X CG Y CG Dy *x Dx *y

    0.0012 0.000 0.000Columna A2 0.45 0.45 2.90 5.20 0.00 0.0034 0.0034 0.0012 0.0012 0.006 0.000Columna A1 0.45 0.45 2.90 0.00 0.00 0.0034 0.0034 0.0012

    0.0012 0.014 0.000Columna A4 0.45 0.45 2.90 18.70 0.00 0.0034 0.0034 0.0012 0.0012 0.022 0.000Columna A3 0.45 0.45 2.90 11.70 0.00 0.0034 0.0034 0.0012

    0.0012 0.028 0.000Columna A6 0.45 0.45 2.90 29.50 0.00 0.0034 0.0034 0.0012 0.0012 0.035 0.000Columna A5 0.45 0.45 2.90 23.70 0.00 0.0034 0.0034 0.0012

    0.0012 0.042 0.000Columna B1 0.45 0.45 2.90 0.00 5.50 0.0034 0.0034 0.0012 0.0012 0.000 0.006Columna A7 0.45 0.45 2.90 35.70 0.00 0.0034 0.0034 0.0012

    0.0012 0.006 0.006Columna B3 0.45 0.45 2.90 11.70 5.50 0.0034 0.0034 0.0012 0.0012 0.014 0.006Columna B2 0.45 0.45 2.90 5.20 5.50 0.0034 0.0034 0.0012

    0.0012 0.022 0.006Columna B5 0.45 0.45 2.90 23.70 5.50 0.0034 0.0034 0.0012 0.0012 0.028 0.006Columna B4 0.45 0.45 2.90 18.70 5.50 0.0034 0.0034 0.0012

    0.0012 0.035 0.006Columna B7 0.45 0.45 2.90 35.70 5.50 0.0034 0.0034 0.0012 0.0012 0.042 0.006Columna B6 0.45 0.45 2.90 29.50 5.50 0.0034 0.0034 0.0012

    0.0012 0.000 0.014Columna C2 0.45 0.45 2.90 5.20 11.70 0.0034 0.0034 0.0012 0.0012 0.006 0.014Columna C1 0.45 0.45 2.90 0.00 11.70 0.0034 0.0034 0.0012

    0.0012 0.014 0.014Columna C4 0.45 0.45 2.90 18.70 11.70 0.0034 0.0034 0.0012 0.0012 0.022 0.014Columna C3 0.45 0.45 2.90 11.70 11.70 0.0034 0.0034 0.0012

    0.0012 0.028 0.014Columna C6 0.45 0.45 2.90 29.50 11.70 0.0034 0.0034 0.0012 0.0012 0.035 0.014Columna C5 0.45 0.45 2.90 23.70 11.70 0.0034 0.0034 0.0012

    0.0012 0.042 0.014Columna D1 0.45 0.45 2.90 0.00 16.90 0.0034 0.0034 0.0012 0.0012 0.000 0.020Columna C7 0.45 0.45 2.90 35.70 11.70 0.0034 0.0034 0.0012

    0.0012 0.006 0.020Columna D3 0.45 0.45 2.90 11.70 16.90 0.0034 0.0034 0.0012 0.0012 0.014 0.020Columna D2 0.45 0.45 2.90 5.20 16.90 0.0034 0.0034 0.0012

    0.0012 0.022 0.020Columna D5 0.45 0.45 2.90 23.70 16.90 0.0034 0.0034 0.0012 0.0012 0.028 0.020Columna D4 0.45 0.45 2.90 18.70 16.90 0.0034 0.0034 0.0012

    0.0012 0.035 0.020Columna D7 0.45 0.45 2.90 35.70 16.90 0.0034 0.0034 0.0012 0.0012 0.042 0.020Columna D6 0.45 0.45 2.90 29.50 16.90 0.0034 0.0034 0.0012

    0.0012 0.000 0.028Columna E2 0.45 0.45 2.90 5.20 23.70 0.0034 0.0034 0.0012 0.0012 0.006 0.028Columna E1 0.45 0.45 2.90 0.00 23.70 0.0034 0.0034 0.0012

    0.0012 0.014 0.028Columna E4 0.45 0.45 2.90 18.70 23.70 0.0034 0.0034 0.0012 0.0012 0.022 0.028Columna E3 0.45 0.45 2.90 11.70 23.70 0.0034 0.0034 0.0012

    0.0012 0.028 0.028Columna E6 0.45 0.45 2.90 29.50 23.70 0.0034 0.0034 0.0012 0.0012 0.035 0.028Columna E5 0.45 0.45 2.90 23.70 23.70 0.0034 0.0034 0.0012

    0.0012 0.042 0.028Columna F1 0.45 0.45 2.90 0.00 30.10 0.0034 0.0034 0.0012 0.0012 0.000 0.035Columna E7 0.45 0.45 2.90 35.70 23.70 0.0034 0.0034 0.0012

    0.0012 0.006 0.035Columna F3 0.45 0.45 2.90 11.70 30.10 0.0034 0.0034 0.0012 0.0012 0.014 0.035Columna F2 0.45 0.45 2.90 5.20 30.10 0.0034 0.0034 0.0012

    0.0012 0.022 0.035

    Columna F5 0.45 0.45 2.90 23.70 30.10 0.0034 0.0034 0.0012 0.0012 0.028 0.035

    Columna F4 0.45 0.45 2.90 18.70 30.10 0.0034 0.0034 0.0012

    0.0012 0.035 0.035Columna F7 0.45 0.45 2.90 35.70 30.10 0.0034 0.0034 0.0012 0.0012 0.042 0.035Columna F6 0.45 0.45 2.90 29.50 30.10 0.0034 0.0034 0.0012

    0.0012 0.000 0.044Columna G2 0.45 0.45 2.90 5.20 37.10 0.0034 0.0034 0.0012 0.0012 0.006 0.044Columna G1 0.45 0.45 2.90 0.00 37.10 0.0034 0.0034 0.0012

    0.0012 0.014 0.044Columna G4 0.45 0.45 2.90 18.70 37.10 0.0034 0.0034 0.0012 0.0012 0.022 0.044Columna G3 0.45 0.45 2.90 11.70 37.10 0.0034 0.0034 0.0012

    0.0012 0.028 0.044Columna G6 0.45 0.45 2.90 29.50 37.10 0.0034 0.0034 0.0012 0.0012 0.035 0.044Columna G5 0.45 0.45 2.90 23.70 37.10 0.0034 0.0034 0.0012

    0.0012 0.042 0.044Columna H1 0.45 0.45 2.90 0.00 42.60 0.0034 0.0034 0.0012 0.0012 0.000 0.050Columna G7 0.45 0.45 2.90 35.70 37.10 0.0034 0.0034 0.0012

    2.90 18.70 42.60 0.0034 0.0034 0.0012

    0.0012 0.006 0.050Columna H3 0.45 0.45 2.90 11.70 42.60 0.0034 0.0034 0.0012 0.0012 0.014 0.050Columna H2 0.45 0.45 2.90 5.20 42.60 0.0034 0.0034 0.0012

    0.0034 0.0012 0.0012 0.042 0.050Columna H6 0.45 0.45 2.90 29.50 42.60 0.0034 0.0034 0.0012

    0.0012 0.022 0.050Columna H5 0.45 0.45 2.90 23.70 42.60 0.0034 0.0034 0.0012 0.0012 0.028 0.050Columna H4 0.45 0.45

    6.80 23.706.40

    6.20 11.70

    0.0723 1.269 106.354.9941

    0.0031 0.048 13.552Placa G 3-4 7.00 0.25 2.90 15.20 37.10 7.1458 0.0091 2.4641 0.0031 0.048 91.42Placa B 3-4 7.00 0.25 2.90 15.20 5.50 7.1458

    30.107.00 37.105.50 42.60

    0.0091 2.4641

    0.0012 0.035 0.050Columna H7 0.45 0.45 2.90 35.70 42.60 0 .0034

    EJE X - X0.00

    5.20 5.20

    EJE Y - Y

    5.50 5.50

    6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70

    0.00

    5.20 16.90

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    1234567

    ABCDEFGH

    5.7 .- CENTRO DE RIGIDEZ EN EL 7MO PISO

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m) X CG Y CG Dy *x Dx *y

    0.0012 0.000 0.000Columna A2 0.45 0.45 2.80 5.20 0.00 0.0034 0.0034 0.0012 0.0012 0.006 0.000Columna A1 0.45 0.45 2.80 0.00 0.00 0.0034 0.0034 0.0012

    0.0012 0.014 0.000Columna A4 0.45 0.45 2.80 18.70 0.00 0.0034 0.0034 0.0012 0.0012 0.023 0.000Columna A3 0.45 0.45 2.80 11.70 0.00 0.0034 0.0034 0.0012

    0.0012 0.029 0.000Columna A6 0.45 0.45 2.80 29.50 0.00 0.0034 0.0034 0.0012 0.0012 0.036 0.000Columna A5 0.45 0.45 2.80 23.70 0.00 0.0034 0.0034 0.0012

    0.0012 0.044 0.000Columna B1 0.45 0.45 2.80 0.00 5.50 0.0034 0.0034 0.0012 0.0012 0.000 0.007Columna A7 0.45 0.45 2.80 35.70 0.00 0.0034 0.0034 0.0012

    0.0012 0.006 0.007Columna B3 0.45 0.45 2.80 11.70 5.50 0.0034 0.0034 0.0012 0.0012 0.014 0.007Columna B2 0.45 0.45 2.80 5.20 5.50 0.0034 0.0034 0.0012

    0.0012 0.023 0.007Columna B5 0.45 0.45 2.80 23.70 5.50 0.0034 0.0034 0.0012 0.0012 0.029 0.007Columna B4 0.45 0.45 2.80 18.70 5.50 0.0034 0.0034 0.0012

    0.0012 0.036 0.007Columna B7 0.45 0.45 2.80 35.70 5.50 0.0034 0.0034 0.0012 0.0012 0.044 0.007Columna B6 0.45 0.45 2.80 29.50 5.50 0.0034 0.0034 0.0012

    0.0012 0.000 0.014Columna C2 0.45 0.45 2.80 5.20 11.70 0.0034 0.0034 0.0012 0.0012 0.006 0.014Columna C1 0.45 0.45 2.80 0.00 11.70 0.0034 0.0034 0.0012

    0.0012 0.014 0.014Columna C4 0.45 0.45 2.80 18.70 11.70 0.0034 0.0034 0.0012 0.0012 0.023 0.014Columna C3 0.45 0.45 2.80 11.70 11.70 0.0034 0.0034 0.0012

    0.0012 0.029 0.014Columna C6 0.45 0.45 2.80 29.50 11.70 0.0034 0.0034 0.0012 0.0012 0.036 0.014Columna C5 0.45 0.45 2.80 23.70 11.70 0.0034 0.0034 0.0012

    0.0012 0.044 0.014Columna D1 0.45 0.45 2.80 0.00 16.90 0.0034 0.0034 0.0012 0.0012 0.000 0.021Columna C7 0.45 0.45 2.80 35.70 11.70 0.0034 0.0034 0.0012

    0.0012 0.006 0.021Columna D3 0.45 0.45 2.80 11.70 16.90 0.0034 0.0034 0.0012 0.0012 0.014 0.021Columna D2 0.45 0.45 2.80 5.20 16.90 0.0034 0.0034 0.0012

    0.0012 0.023 0.021Columna D5 0.45 0.45 2.80 23.70 16.90 0.0034 0.0034 0.0012 0.0012 0.029 0.021Columna D4 0.45 0.45 2.80 18.70 16.90 0.0034 0.0034 0.0012

    0.0012 0.036 0.021Columna D7 0.45 0.45 2.80 35.70 16.90 0.0034 0.0034 0.0012 0.0012 0.044 0.021Columna D6 0.45 0.45 2.80 29.50 16.90 0.0034 0.0034 0.0012

    0.0012 0.000 0.029Columna E2 0.45 0.45 2.80 5.20 23.70 0.0034 0.0034 0.0012 0.0012 0.006 0.029Columna E1 0.45 0.45 2.80 0.00 23.70 0.0034 0.0034 0.0012

    0.0012 0.014 0.029Columna E4 0.45 0.45 2.80 18.70 23.70 0.0034 0.0034 0.0012 0.0012 0.023 0.029Columna E3 0.45 0.45 2.80 11.70 23.70 0.0034 0.0034 0.0012

    0.0012 0.029 0.029Columna E6 0.45 0.45 2.80 29.50 23.70 0.0034 0.0034 0.0012 0.0012 0.036 0.029Columna E5 0.45 0.45 2.80 23.70 23.70 0.0034 0.0034 0.0012

    0.0012 0.044 0.029Columna F1 0.45 0.45 2.80 0.00 30.10 0.0034 0.0034 0.0012 0.0012 0.000 0.037Columna E7 0.45 0.45 2.80 35.70 23.70 0.0034 0.0034 0.0012

    0.0012 0.006 0.037Columna F3 0.45 0.45 2.80 11.70 30.10 0.0034 0.0034 0.0012 0.0012 0.014 0.037Columna F2 0.45 0.45 2.80 5.20 30.10 0.0034 0.0034 0.0012

    0.0012 0.023 0.037

    Columna F5 0.45 0.45 2.80 23.70 30.10 0.0034 0.0034 0.0012 0.0012 0.029 0.037

    Columna F4 0.45 0.45 2.80 18.70 30.10 0.0034 0.0034 0.0012

    0.0012 0.036 0.037Columna F7 0.45 0.45 2.80 35.70 30.10 0.0034 0.0034 0.0012 0.0012 0.044 0.037Columna F6 0.45 0.45 2.80 29.50 30.10 0.0034 0.0034 0.0012

    0.0012 0.000 0.045Columna G2 0.45 0.45 2.80 5.20 37.10 0.0034 0.0034 0.0012 0.0012 0.006 0.045Columna G1 0.45 0.45 2.80 0.00 37.10 0.0034 0.0034 0.0012

    0.0012 0.014 0.045Columna G4 0.45 0.45 2.80 18.70 37.10 0.0034 0.0034 0.0012 0.0012 0.023 0.045Columna G3 0.45 0.45 2.80 11.70 37.10 0.0034 0.0034 0.0012

    0.0012 0.029 0.045Columna G6 0.45 0.45 2.80 29.50 37.10 0.0034 0.0034 0.0012 0.0012 0.036 0.045Columna G5 0.45 0.45 2.80 23.70 37.10 0.0034 0.0034 0.0012

    0.0012 0.044 0.045Columna H1 0.45 0.45 2.80 0.00 42.60 0.0034 0.0034 0.0012 0.0012 0.000 0.052Columna G7 0.45 0.45 2.80 35.70 37.10 0.0034 0.0034 0.0012

    0.0012 0.006 0.052Columna H3 0.45 0.45 2.80 11.70 42.60 0.0034 0.0034 0.0012 0.0012 0.014 0.052Columna H2 0.45 0.45 2.80 5.20 42.60 0.0034 0.0034 0.0012

    0.0012 0.023 0.052Columna H5 0.45 0.45 2.80 23.70 42.60 0.0034 0.0034 0.0012 0.0012 0.029 0.052Columna H4 0.45 0.45 2.80 18.70 42.60 0.0034 0.0034 0.0012

    0.0012 0.036 0.052Columna H7 0.45 0.45 2.80 35.70 42.60 0.0034 0.0034 0.0012 0.0012 0.044 0.052Columna H6 0.45 0.45 2.80 29.50 42.60 0.0034 0.0034 0.0012

    0.0749 1.315 110.155.1725

    0.0033 0.049 14.036Placa G 3-4 7.00 0.25 2.80 15.20 37.10 7.1458 0.0091 2.5521 0.0033 0.049 94.68Placa B 3-4 7.00 0.25 2.80 15.20 5.50 7.1458 0.0091 2.5521

    30.107.00 37.105.50 42.60

    6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70

    0.00

    6.80

    EJE X - X0.00

    5.20 5.20

    EJE Y - Y

    5.50 5.506.20 11.705.20 16.90

    23.706.40

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    W CA

    (ton/m3) P * XCG. P * YCG.Columna A1 0.45 0.45 3.80 2.40 1.85 0.00

    Peso X CG Y CG0.00 0

    6.- CENTRO DE MASAS6.1 CENTRO DE MASAS EN COLUMNAS Y PLACAS 1ER NIVEL

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m)

    0.45 0.45 3.80 2.40 1.850.45 0.45 3.80 2.40

    0Columna A2Columna A3Columna A4Columna A5Columna A6

    5.20 0.00 9.60 0

    18.70 0.00 34.54 00.45 0.45 3.80 2.40 1.85 23.70

    1.85 11.70 0.00 21.61 00.45 0.45 3.80 2.40 1.85

    54.48 00.45 0.45 3.80 2.40 1.85 35.70 0.00 65.93

    0.00 43.77 00.45 0.45 3.80 2.40 1.85 29.50 0.00

    10.1574Columna B2Columna B3Columna B4Columna B5Columna B6

    3.803.803.803.80

    0Columna B1 0.45 0.45 3.80 2.40 1.85 0.00 5.50 0.00Columna A7

    0.45

    0.450.450.450.450.450.450.450.45

    Columna B7Columna C1Columna C2

    0.450.450.450.450.450.450.45 2.40

    2.40

    1.851.851.851.851.851.851.851.85

    3.803.803.803.80

    2.402.402.402.402.402.40

    0.009.60

    10.157410.157410.157410.157410.157410.1574

    21.6075621.60756

    9.6021.6134.5443.7754.4865.93

    0.005.20

    5.505.505.505.505.505.50

    11.7011.70

    5.2011.7018.7023.7029.5035.70

    0.45

    0.450.450.450.45

    0.450.450.450.45

    Columna D2Columna D3Columna D4

    0.450.450.450.45

    0.450.450.45

    Columna C3Columna C4Columna C5Columna C6

    Columna C7Columna D1

    1.851.85

    11.7018.7023.7029.50

    35.700.005.20

    11.70

    1.851.851.851.85

    1.851.85

    3.803.80

    2.402.402.402.40

    2.402.402.402.40

    3.803.803.803.80

    3.803.80

    31.2109231.21092

    0.45 0.45 3.80 2.40 1.85 18.70 16.90 34.54

    21.6075621.6075621.6075621.60756

    21.6075631.21092

    16.9016.90

    21.6134.5443.7754.48

    65.930.009.60

    21.61

    11.7011.7011.7011.70

    11.7016.90

    Columna E3Columna E4

    0.450.450.450.450.450.450.45

    31.21092Columna D5Columna D6Columna D7Columna E1Columna E2

    0.450.450.450.45

    2.40

    1.851.851.851.851.851.851.85

    2.402.402.402.402.402.40

    0.450.450.45

    3.803.803.803.803.803.803.80 34.54

    31.2109231.2109231.2109243.7691643.7691643.7691643.76916

    43.7754.4865.930.009.60

    21.6118.70

    16.9016.9016.9023.7023.7023.7023.70

    23.7029.5035.700.005.20

    11.70

    0.450.45

    3.803.803.803.803.80

    3.803.803.80

    0.450.450.450.450.45

    0.45

    1.851.851.851.851.85

    1.851.851.85

    2.400.450.450.450.450.45

    0.450.450.45

    Columna E5Columna E6Columna E7Columna F1Columna F2

    Columna F3

    23.7023.7023.7030.1030.10

    30.1030.1030.10

    23.7029.5035.700.005.20

    11.702.402.40

    2.402.402.402.40

    2.40

    0.450.45

    3.803.803.803.80

    Columna F6Columna F7Columna G1Columna G2

    0.450.450.450.45

    Columna F4Columna F5

    34.5443.77

    43.7691643.7691643.7691655.5886855.58868

    55.5886855.5886855.58868

    43.7754.4865.930.009.60

    21.6118.7023.70

    Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1

    54.4865.930.009.60

    55.5886855.5886868.5162868.51628

    29.5035.700.005.20

    30.1030.1037.1037.10

    2.402.402.402.40

    1.851.851.851.85

    0.450.45

    0.450.45

    3.803.803.803.803.803.80

    0.450.450.450.450.45

    0.450.450.450.450.45

    11.7018.7023.7029.5035.700.00

    1.851.851.851.851.851.85

    2.402.402.402.402.402.40

    Placa B 3-4

    0.450.450.450.45

    0.450.457

    Columna H2Columna H3Columna H4Columna H5

    Columna H6Columna H7

    68.5162868.5162868.5162868.5162868.5162878.67368

    21.6134.5443.7754.4865.930.00

    37.1037.1037.1037.1037.1042.60

    1.851.85

    1.851.8515.96

    2.402.402.402.40

    2.402.400.25

    3.803.803.803.80

    3.803.803.80

    0.450.450.450.45

    0.450.45

    Placa G 3-4242.59

    78.6736878.6736878.6736878.67368

    78.6736878.6736887.78

    9.6021.6134.5443.77

    54.4865.9315.20

    42.6042.6042.6042.60

    42.6042.605.50

    5.2011.7018.7023.70

    29.5035.702.40

    1.851.85

    I

    2.903.103.203.303.503.80

    NIVEL h sismica (m)

    VII 2.80VIVIVIIIII

    592.116242.5937.1015.2015.962.403.800.257

    VIII 1.40

    2846.562324.60135.34

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    6.2 CENTRO DE MASAS EN COLUMNAS Y PLACAS 2DO NIVEL

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m)

    W CA

    (ton/m3)Peso

    Columna A2 0.45 0.45Columna A3 0.45 0.45

    X CG Y CG P * XCG. P * YCG.Columna A1 0.45 0.45 0.00 0.00 0 0

    3.50 2.40 1.70 5.20 0.00 8.85 03.50 2.40 1.70

    Columna B1 0.45 0.45Columna B2 0.45 0.45

    Columna A6 0.45 0.45Columna A7 0.45 0.45

    Columna A4 0.45 0.45Columna A5 0.45 0.45

    Columna B7 0.45 0.45Columna C1 0.45 0.45

    Columna B5 0.45 0.45Columna B6 0.45 0.45

    Columna B3 0.45 0.45Columna B4 0.45 0.45

    Columna C6 0.45 0.45Columna C7 0.45 0.45

    Columna C4 0.45 0.45Columna C5 0.45 0.45

    Columna C2 0.45 0.45Columna C3 0.45 0.45

    Columna D5 0.45 0.45Columna D6 0.45 0.45

    Columna D3 0.45 0.45Columna D4 0.45 0.45

    Columna D1 0.45 0.45

    Columna D2 0.45 0.45

    Columna E4 0.45 0.45Columna E5 0.45 0.45

    Columna E2 0.45 0.45Columna E3 0.45 0.45

    Columna D7 0.45 0.45Columna E1 0.45 0.45

    Columna F3 0.45 0.45Columna F4 0.45 0.45

    Columna F1 0.45 0.45Columna F2 0.45 0.45

    Columna E6 0.45 0.45Columna E7 0.45 0.45

    Columna G2 0.45 0.45Columna G3 0.45 0.45

    Columna F7 0.45 0.45Columna G1 0.45 0.45

    Columna F5 0.45 0.45Columna F6 0.45 0.45

    Columna H1 0.45

    2.40 1.70

    0.45Columna H2 0.45 0.45

    Columna G6 0.45 0.45Columna G7 0.45 0.45

    Columna G4 0.45 0.45Columna G5 0.45 0.45

    Placa G 3-4 7 0.25

    Columna H7 0.45 0.45

    Placa B 3-4 7 0.25

    Columna H5 0.45 0.45Columna H6 0.45 0.45

    Columna H3 0.45 0.45Columna H4 0.45 0.45

    29.50 0.00 50.18 0

    03.50 2.40 1.70 23.70 0.00 40.31 0

    11.70 0.00 19.90 03.50 2.40 1.70 18.70 0.00 31.813.50 2.40 1.70

    3.50 2.40 1.70

    9.35553.50 2.40 1.70 11.70 5.50 19.90 9.35553.50 2.40 1.70 5.20 5.50 8.85

    03.50 2.40 1.70 0.00 5.50 0.00 9.35553.50 2.40 1.70 35.70 0.00 60.73

    9.35553.50 2.40 1.70 35.70 5.50 60.73 9.35553.50 2.40 1.70 29.50 5.50 50.18

    9.35553.50 2.40 1.70 23.70 5.50 40.31 9.35553.50 2.40 1.70 18.70 5.50 31.81

    19.90173.50 2.40 1.70 18.70 11.70 31.81 19.90173.50 2.40 1.70 11.70 11.70 19.90

    19.90173.50 2.40 1.70 5.20 11.70 8.85 19.90173.50 2.40 1.70 0.00 11.70 0.00

    19.90173.50 2.40 1.70 0.00 16.90 0.00 28.74693.50 2.40 1.70 35.70 11.70 60.73

    19.90173.50 2.40 1.70 29.50 11.70 50.18 19.90173.50 2.40 1.70 23.70 11.70 40.31

    28.74693.50 2.40 1.70 23.70 16.90 40.31 28.74693.50 2.40 1.70 18.70 16.90 31.81

    28.74693.50 2.40 1.70 11.70 16.90 19.90 28.74693.50 2.40 1.70 5.20 16.90 8.85

    40.31373.50 2.40 1.70 5.20 23.70 8.85 40.31373.50 2.40 1.70 0.00 23.70 0.00

    28.74693.50 2.40 1.70 35.70 16.90 60.73 28.74693.50 2.40 1.70 29.50 16.90 50.18

    40.31373.50 2.40 1.70 29.50 23.70 50.18 40.31373.50 2.40 1.70 23.70 23.70 40.31

    40.31373.50 2.40 1.70 18.70 23.70 31.81 40.31373.50 2.40 1.70 11.70 23.70 19.90

    51.20013.50 2.40 1.70 11.70 30.10 19.90 51.20013.50 2.40 1.70 5.20 30.10 8.85

    40.31373.50 2.40 1.70 0.00 30.10 0.00 51.20013.50 2.40 1.70 35.70 23.70 60.73

    51.20013.50 2.40 1.70 35.70 30.10 60.73 51.20013.50 2.40 1.70 29.50 30.10 50.18

    51.2001

    3.50 2.40 1.70 23.70 30.10 40.31 51.2001

    3.50 2.40 1.70 18.70 30.10 31.81

    63.10713.50 2.40 1.70 18.70 37.10 31.81 63.10713.50 2.40 1.70 11.70 37.10 19.90

    63.10713.50 2.40 1.70 5.20 37.10 8.85 63.10713.50 2.40 1.70 0.00 37.10 0.00

    63.10713.50 2.40 1.70 0.00 42.60 0.00 72.46263.50 2.40 1.70 35.70 37.10 60.73

    63.10713.50 2.40 1.70 29.50 37.10 50.18 63.10713.50 2.40 1.70 23.70 37.10 40.31

    18.70 42.60 31.81

    72.46263.50 2.40 1.70 11.70 42.60 19.90 72.46263.50 2.40 1.70 5.20 42.60 8.85

    NIVEL h sismica (m)

    VII 2.80VI 2.90

    80.853.50 2.40 14.70 15.20 37.10 223.44 545.373.50 2.40 14.70 15.20 5.50 223.44

    72.46263.50 2.40 1.70 35.70 42.60 60.73 72.46263.50 2.40 1.70 29.50

    124.66

    II 3.50I 3.80

    2621.832141.08

    V 3.10IV 3.20III 3.30

    42.60 50.18

    72.46263.50 2.40 1.70 23.70 42.60 40.31 72.46263.50

    VII 2.80VIII 1.40

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    6.3 CENTRO DE MASAS EN COLUMNAS Y PLACAS 3ER NIVEL

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m)

    W CA

    (ton/m3)

    1.60 0.00 0.00 0 0Columna A2 0.45 1.60 8.34

    Peso X CG Y CG P * XCG. P * YCG.Columna A1 0.45 0.45 3.30 2.40

    2.40 0.00 0

    Columna C1Columna C2Columna C3Columna C4Columna C5Columna C6

    Columna B2Columna B3Columna B4Columna B5Columna B6Columna B7

    Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1

    Columna E5Columna E6Columna E7Columna F1Columna F2Columna F3

    Columna D6Columna D7Columna E1Columna E2Columna E3Columna E4

    Columna C7Columna D1

    Columna D2Columna D3Columna D4Columna D5

    Placa B 3-4Placa G 3-4

    Columna H2Columna H3Columna H4Columna H5Columna H6Columna H7

    Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1

    Columna F4

    Columna F5Columna F6Columna F7Columna G1Columna G2

    0.450.450.450.450.450.45

    0.450.450.450.450.450.45

    0.450.450.450.450.45

    0.450.45

    0.450.450.450.450.450.45

    0.450.450.450.450.450.45

    0.450.450.450.45

    0.450.45

    0.450.450.450.450.450.45

    0.450.450.450.450.450.45

    0.450.45

    77

    0.450.450.450.450.450.45

    0.450.450.450.450.450.45

    0.450.450.45

    0.45

    0.450.450.450.450.450.45

    0.450.45

    0.450.450.450.45

    0.450.450.450.450.450.45

    NIVEL h sismica (m)

    VII 2.80VI 2.90

    0.250.25

    0.450.450.450.450.450.45

    0.450.450.450.450.450.45

    0.45

    0.450.450.450.450.45

    0.450.450.450.450.450.45

    II 3.50I 3.80

    3.303.303.303.303.303.30

    V 3.10IV 3.20III 3.30

    2.402.402.402.40

    8.345.20

    0.000.000.000.000.00

    0.00

    0000

    3.30

    3.303.30

    3.303.303.303.303.303.30

    3.303.303.303.303.303.30

    3.303.30

    3.303.303.303.30

    2.403.303.303.30

    2.402.402.402.402.40

    2.402.402.402.402.402.40

    3.303.303.303.303.303.30

    3.303.303.30

    3.303.303.303.303.303.30

    3.303.303.30

    3.303.303.30

    3.303.303.30

    3.303.303.30

    2.402.40

    2.402.402.402.402.402.40

    2.402.402.402.40

    2.402.40

    2.402.40

    2.40

    2.402.402.402.40

    2.40

    2.402.402.402.402.402.40

    2.402.402.402.402.402.40

    2.402.40

    2.402.402.40

    2.40

    1.601.601.601.60

    1.601.601.601.601.601.60

    1.601.601.601.601.601.60

    1.601.601.601.601.601.60

    13.86

    1.601.601.601.601.601.60

    1.601.601.601.601.601.60

    1.60

    1.601.601.601.601.60

    35.70

    23.7029.5035.700.005.20

    11.7018.7023.7029.50

    5.2011.7018.7023.7029.5035.70

    13.86

    1.60

    15.20

    1.601.601.601.601.60

    1.601.601.601.601.601.60

    1.601.60

    5.5011.7011.7011.7011.70

    5.505.505.505.505.505.50

    11.70

    18.70

    15.20

    0.005.20

    11.7018.7023.7029.50

    5.2011.7018.7023.7029.5035.70

    11.7018.70

    23.7029.5035.700.00

    23.7023.7023.7023.7023.7030.10

    16.9016.9016.9016.9023.7023.70

    11.7011.7016.90

    16.9016.90

    35.700.005.20

    11.7018.7023.70

    18.7023.7029.5035.700.005.20

    11.70

    30.10

    5.2011.70

    0.008.34

    18.7629.9938.0147.3129.50

    35.700.00

    30.1030.1030.10

    30.10

    47.3157.260.00

    08.82098.82098.82098.82098.82098.8209

    57.26

    18.7629.9938.0147.3157.260.00

    18.7629.9938.0147.31

    8.820918.7644618.7644618.7644618.7644618.76446

    210.67210.67

    8.3418.7629.9938.0147.3157.26

    18.7629.9938.0147.3157.260.00

    29.99

    38.0147.3157.260.008.34

    29.99

    57.260.00

    8.3418.7629.99

    38.0100638.0100638.0100638.0100648.2743848.27438

    27.1042227.1042227.1042238.0100638.0100638.01006

    38.0147.31

    18.76446

    57.260.008.34

    18.7644627.10422

    27.1042227.1042227.10422

    38.01

    8.3418.76

    2018.73

    59.5009859.50098

    48.2743848.27438

    48.2743848.2743848.2743859.50098

    18.76

    42.6042.60

    5.5037.10

    37.1042.6042.6042.6042.6042.60

    37.1037.1037.1037.1037.1037.10

    30.10

    117.53

    VIII 1.40

    2472.01

    68.32188

    76.23514.206

    68.3218868.3218868.3218868.3218868.3218868.32188

    59.5009859.5009859.5009859.50098

  • 7/29/2019 Arequipa - Analisis sismico

    22/44

    0.450.45

    2.402.402.402.402.402.402.402.402.40

    11.70

    6.4 CENTRO DE MASAS EN COLUMNAS Y PLACAS 4TO NIVEL

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m)

    W CA

    (ton/m3)Peso X CG Y CG

    Columna B6

    18.7023.7029.5035.700.00

    P * XCG. P * YCG.

    0.450.450.450.450.45

    I 3.80

    Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2

    IV 3.20III 3.30II 3.50

    VII 2.800.450.450.450.450.45

    Columna B4Columna B5

    Columna B7Columna C1

    0.450.450.450.450.45

    0.450.45

    05.20 0

    0.45

    0.45

    2.402.40

    Columna A1 0.45 0.45 3.20 2.40 1.561.56 8.09

    0.00 0.00 0

    0.450.450.45

    Columna E6Columna E7Columna F1Columna F2Columna F3Columna F4

    Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5

    VI 2.90V 3.10

    3.203.203.20

    Columna D1

    Columna D2Columna D3Columna D4Columna D5Columna D6

    Columna C2Columna C3Columna C4Columna C5Columna C6Columna C7

    Columna B3

    Placa G 3-4

    Columna H3Columna H4Columna H5Columna H6

    0.45

    Columna H7

    Placa B 3-4

    Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2

    Columna F5Columna F6Columna F7Columna G1Columna G2Columna G3

    77

    0.450.450.45

    0.45

    0.450.450.45

    0.450.450.45

    0.450.450.450.45

    0.450.450.450.450.45

    0.450.450.450.450.450.450.45

    0.45

    0.45

    0.450.450.45

    0.45

    0.45

    0.45

    0.450.450.45

    0.450.450.450.450.450.45

    0.450.450.450.450.45

    0.450.450.450.450.450.45

    0.450.450.45

    0.450.450.450.450.450.45

    3.203.203.203.203.20

    3.203.203.203.20

    3.203.20

    3.203.203.203.203.203.20

    3.203.203.20

    0.45

    0.250.25

    0.450.450.450.450.450.45

    0.450.450.450.45

    3.203.203.20

    0.450.45

    0.450.45

    0.450.450.450.45

    0.450.450.45

    3.203.20

    3.203.20

    3.203.20

    3.203.20

    3.203.203.203.203.203.20

    3.203.203.203.20

    3.203.203.20

    3.203.203.20

    3.203.203.203.203.203.20

    3.20

    1.56

    1.561.561.561.56

    2.40

    2.402.40

    2.402.402.402.402.402.40

    2.402.402.402.402.402.40

    2.402.40

    2.402.402.402.40

    2.402.402.40

    1.562.402.40

    1.561.561.561.561.561.56

    2.402.402.40

    2.402.402.402.402.402.40

    2.402.402.40

    2.402.402.40

    2.402.402.402.40

    1.56

    1.561.561.561.561.561.56

    1.561.561.561.56

    1.561.56

    1.561.561.561.561.56

    1.561.561.561.561.56

    1.561.56

    13.4413.44

    1.561.561.561.561.561.56

    1.561.561.561.561.561.56

    1.561.56

    1.561.561.56

    35.700.00

    5.2011.7018.7023.70

    0.005.20

    11.7018.7023.7029.50

    5.2011.7018.7023.7029.5035.70

    0.00

    18.70

    23.7029.5035.700.005.20

    23.7029.5035.700.005.20

    11.70

    29.5035.700.005.20

    11.7018.70

    5.5011.7011.7011.7011.7011.70

    5.505.505.505.505.505.50

    0.000.000.000.000.000.00

    23.7023.70

    36.86

    23.7030.1030.10

    16.9016.9016.9023.7023.7023.70

    11.7011.7016.90

    16.9016.9016.90

    55.520.00

    29.0836.8645.8855.520.008.09

    45.8855.520.00

    8.0918.20

    55.520.008.09

    18.2029.0836.86

    18.2029.0836.8645.88

    42.60

    5.5037.10

    42.6042.6042.6042.6042.6042.60

    37.1037.1037.1037.1037.1037.10

    30.1030.10

    30.1030.1030.1037.10

    23.70

    45.8855.520.008.09

    18.2029.08

    00000

    8.5536

    45.8855.52

    204.29204.29

    55.520.008.09

    18.2029.0836.86

    0.008.09

    18.2029.0836.8645.88

    8.0918.2029.08

    36.8645.8855.52

    18.2029.0836.8645.88

    18.1958426.28288

    26.2828826.2828826.2828826.28288

    18.1958418.1958418.1958418.1958418.1958418.19584

    8.55368.55368.55368.55368.55368.5536

    46.81152

    46.8115246.8115246.8115257.6979257.69792

    36.8582436.8582436.8582446.8115246.8115246.81152

    26.2828826.2828836.8582436.8582436.8582436.85824

    113.97 2397.101957.56

    73.92498.624

    66.2515266.2515266.2515266.2515266.2515266.25152

    57.6979257.6979257.6979257.6979257.6979266.25152

    15.2015.20

    5.2011.7018.7023.7029.5035.70

    11.7018.7023.7029.5035.70

    NIVEL h sismica (m)

    VIII 1.402.40

  • 7/29/2019 Arequipa - Analisis sismico

    23/44

    483.0422322.201896.38110.41

    45.3486645.3486655.8948655.8948655.8948655.8948655.8948655.8948655.8948664.1811664.1811664.1811664.1811664.1811664.1811664.18116

    71.61

    25.4615425.4615425.4615425.4615425.4615435.7064235.7064235.7064235.7064235.7064235.7064235.7064245.3486645.3486645.3486645.34866

    45.34866

    53.790.007.83

    17.6328.1735.7144.4453.79

    197.90197.90

    000000

    8.28638.28638.28638.28638.28638.28638.2863

    17.6272217.6272217.6272217.6272217.6272217.6272217.6272225.46154

    25.46154

    28.1735.7144.4453.790.007.83

    17.6328.17

    35.7144.4453.790.007.83

    17.6328.1735.7144.44

    5.5037.10

    7.8317.6328.1735.7144.4453.790.007.83

    17.6328.1735.7144.4453.790.007.83

    17.6328.1735.7144.4453.790.00

    7.8317.6328.1735.7144.4453.790.007.83

    17.63

    30.1030.1030.1037.1037.1037.1037.1037.1037.1037.1042.6042.6042.6042.6042.6042.6042.60

    16.9016.9016.9016.9016.9016.9023.7023.7023.7023.7023.7023.7023.7030.1030.1030.1030.10

    29.5035.700.005.20

    11.7018.7023.7029.5035.70

    15.2015.20

    0.000.000.000.000.000.005.505.505.505.505.505.505.50

    11.7011.7011.7011.7011.7011.7011.7016.90

    11.7018.7023.7029.5035.700.005.20

    11.7018.70

    23.7029.5035.700.005.20

    11.7018.7023.70

    1.51

    13.0213.02

    5.2011.7018.7023.7029.5035.700.005.20

    11.7018.7023.7029.5035.700.005.20

    11.7018.7023.7029.5035.700.00

    5.2011.7018.7023.7029.5035.700.005.20

    1.51

    1.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.51

    1.51

    1.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.51

    2.402.402.402.402.402.402.402.402.402.40

    2.402.40

    1.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.51

    2.402.402.402.402.402.402.402.402.402.40

    2.402.402.402.402.402.402.40

    3.103.10

    3.103.10

    2.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.40

    2.402.402.402.402.402.402.40

    3.103.10

    3.103.103.103.103.103.103.103.103.103.103.103.103.103.103.10

    3.103.10

    3.103.103.103.103.103.103.103.103.103.103.103.103.103.103.10

    3.103.103.103.103.103.103.103.103.103.103.103.103.103.103.103.103.10

    0.450.450.450.450.450.450.450.450.450.450.450.45

    0.250.25

    NIVEL h sismica (m)

    VII 2.80VI 2.90V 3.10IV 3.20III 3.30II 3.50I 3.80

    3.103.10

    0.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.450.45

    0.450.450.450.45

    77

    0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.450.45

    0.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45

    Columna E6Columna E7

    Columna H4Columna H5Columna H6Columna H7

    Placa B 3-4Placa G 3-4

    Columna F1Columna F2Columna F3Columna F4

    Columna F5Columna F6Columna F7Columna G1Columna G2Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2Columna H3

    Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2Columna B3Columna B4Columna B5Columna B6Columna B7Columna C1Columna C2Columna C3Columna C4

    6.5 CENTRO DE MASAS EN COLUMNAS Y PLACAS 5TO NIVEL

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m)

    W CA

    (ton/m3)Peso X CG Y CG P * XCG. P * YCG.

    Columna A1 0.45 0.45 3.10 2.40 1.51 0.00 0.00 0 0

    VIII 1.40

    Columna C5Columna C6Columna C7Columna D1

    Columna D2Columna D3Columna D4Columna D5Columna D6Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5

  • 7/29/2019 Arequipa - Analisis sismico

    24/44

    60.0404460.04044

    66.99451.8782172.381774.03103.29

    185.14185.14

    2.40

    2.402.40

    5.5037.10

    12.1812.182.900.25

    23.8188623.8188623.8188623.8188623.81886

    33.40

    0.007.33

    16.49

    52.2887452.2887460.0404460.0404460.0404460.0404460.04044

    33.4027833.4027833.4027842.4229442.4229442.4229442.42294

    42.4229442.4229442.4229452.2887452.2887452.2887452.2887452.28874

    33.4041.5850.320.007.33

    37.10

    26.3633.4041.58

    16.49

    00

    7.75177.75177.75177.75177.75177.75177.7517

    16.4899816.4899816.4899816.48998

    33.4027833.4027833.4027833.40278

    16.4899816.4899816.4899823.81886

    23.81886

    33.4041.5850.320.00

    7.3316.4926.36

    41.5850.32

    26.3633.4041.5850.320.007.33

    16.4926.36

    7.3316.4926.3633.4041.5850.320.007.33

    16.4926.3633.4041.5850.320.007.33

    16.4926.36

    26.3633.4041.5850.32

    37.1042.6042.6042.6042.6042.6042.6042.60

    23.7023.7023.7023.7030.1030.1030.1030.10

    30.1030.1030.1037.1037.1037.1037.1037.10

    50.320.007.33

    16.4918.7023.7029.5035.70

    15.2015.20

    5.505.505.505.50

    11.7011.7011.7011.7011.7011.7011.7016.90

    16.9016.9016.9016.9016.9016.9023.7023.7023.70

    0.005.20

    11.7018.70

    18.70

    23.7029.5035.700.005.20

    11.7018.70

    35.70

    11.70

    0.005.20

    11.70

    1.411.41

    23.7029.5035.700.005.20

    23.7029.50

    1.41

    35.700.005.20

    11.7018.7023.7029.5035.700.005.20

    11.7018.7023.7029.5035.700.00

    5.2011.7018.7023.7029.5035.70

    1.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.41

    1.411.411.411.411.411.41

    1.411.411.411.41

    1.411.411.411.41

    2.40

    2.902.90

    2.902.902.902.902.902.902.902.90

    1.411.411.411.411.411.41

    1.411.411.411.411.411.411.41

    2.402.402.402.402.402.402.402.402.402.402.402.402.402.402.40

    2.402.402.40

    1.411.411.411.41

    2.402.402.402.402.402.402.402.402.402.402.402.40

    2.402.402.402.402.40

    2.402.402.402.40

    2.402.402.402.402.402.402.402.402.40

    0.450.450.450.450.450.450.450.450.450.450.450.45

    0.25

    2.902.902.902.902.902.902.902.902.90

    2.902.902.902.902.902.902.902.90

    0.450.45

    2.902.902.902.902.902.902.902.902.902.902.90

    2.902.902.902.902.90

    2.90

    2.90

    2.902.902.902.90

    2.90

    0.450.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.45

    0.450.450.45

    0.450.450.450.450.450.45

    0.450.450.450.450.450.450.450.45

    0.450.450.45

    0.450.450.450.450.45

    77

    0.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.450.450.45

    0.45

    0.450.450.450.450.45

    Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2Columna H3Columna H4Columna H5Columna H6Columna H7

    Placa B 3-4Placa G 3-4

    0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45

    Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5Columna E6Columna E7Columna F1Columna F2Columna F3Columna F4

    Columna F5Columna F6Columna F7Columna G1Columna G2

    Columna B4Columna B5Columna B6Columna B7Columna C1Columna C2Columna C3Columna C4Columna C5Columna C6Columna C7Columna D1

    Columna D2Columna D3Columna D4Columna D5Columna D6

    IV 3.20III 3.30II 3.50I 3.80

    Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2Columna B3

    0.000.000.000.000.000.005.505.505.50

    2.902.902.902.902.902.90

    Columna A1 0.45 0.45 2.90 2.40 1.41 0.00 0.00 0 0NIVEL h sismica (m)

    VII 2.80VI 2.90V 3.10

    2.402.402.402.402.40

    5.2011.7018.7023.7029.50

    0000

    6.6 CENTRO DE MASAS EN COLUMNAS Y PLACAS 6TO NIVEL

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m)

    W CA

    (ton/m3)Peso X CG Y CG P * XCG. P * YCG.

    VIII 1.40

  • 7/29/2019 Arequipa - Analisis sismico

    25/44

    2097.471712.8699.72

    50.4856850.4856850.4856850.4856850.4856857.9700857.9700857.9700857.9700857.9700857.9700857.97008

    64.68436.296

    48.580.007.08

    15.9225.4532.2540.1448.58

    178.75178.75

    1.361.361.36

    22.9975222.99752

    7.0815.9225.4532.2540.14

    22.9975232.2509632.2509632.2509632.2509632.2509632.2509632.2509640.9600840.9600840.9600840.96008

    40.9600840.9600840.9600850.4856850.48568

    40.1448.580.007.08

    15.9225.4532.2540.14

    7.48447.48447.48447.48447.48447.4844

    15.9213615.9213615.9213615.9213615.9213615.9213615.9213622.99752

    22.9975222.9975222.99752

    0.00

    42.6042.6042.6042.6042.60

    5.5037.10

    7.0815.9225.4532.2540.1448.580.007.08

    15.9225.4532.2540.1448.580.007.08

    15.9225.4532.2540.1448.580.00

    7.0815.9225.4532.25

    23.7030.1030.1030.1030.10

    30.1030.1030.10

    16.9016.9016.9023.7023.7023.7023.7023.7023.70

    48.580.007.08

    15.9225.45

    32.2540.1448.58

    37.1037.1037.1037.1037.1037.1037.1042.6042.60

    18.7023.7029.5035.70

    15.2015.20

    5.505.505.505.505.505.50

    11.7011.7011.7011.7011.7011.7011.7016.90

    16.9016.9016.90

    0.005.20

    11.7018.70

    23.7029.5035.700.005.20

    11.7018.7023.7029.5035.700.005.20

    11.70

    1.36

    11.7611.76

    11.7018.7023.7029.5035.700.005.20

    11.7018.7023.7029.5035.700.00

    5.2011.7018.7023.7029.5035.700.005.20

    11.7018.7023.7029.5035.70

    1.361.361.361.36

    1.361.361.361.361.361.361.361.361.361.361.361.361.36

    1.361.361.361.36

    1.361.361.361.361.361.361.361.361.361.361.361.361.36

    2.402.402.402.402.402.402.402.402.402.402.402.402.40

    2.402.40

    1.361.361.361.361.361.361.361.361.361.361.361.361.361.361.361.361.36

    2.402.402.402.402.402.402.402.402.402.402.402.402.40

    2.402.402.402.40

    2.802.802.802.802.80

    2.802.80

    2.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.40

    2.402.402.402.40

    2.802.802.802.802.80

    2.802.802.802.802.802.802.802.802.802.802.802.80

    2.802.802.802.802.80

    2.802.802.802.802.802.802.802.802.802.802.802.80

    0.450.450.450.45

    0.250.25

    NIVEL h sismica (m)

    VII 2.80VI 2.90V 3.10IV 3.20III 3.30II 3.50I 3.80

    2.802.802.802.802.802.802.802.802.802.80

    0.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.45

    77

    0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.45

    Columna H3Columna H4Columna H5Columna H6Columna H7

    Placa B 3-4Placa G 3-4

    0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45

    0.450.450.450.45

    Columna E7Columna F1Columna F2Columna F3Columna F4

    Columna F5Columna F6Columna F7Columna G1Columna G2Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2

    Columna C4Columna C5Columna C6Columna C7Columna D1

    Columna D2Columna D3Columna D4Columna D5Columna D6Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5Columna E6

    Columna B2

    5.2011.7018.7023.7029.5035.700.005.20

    Columna B3Columna B4Columna B5Columna B6Columna B7Columna C1Columna C2Columna C3

    2.802.802.802.802.802.80

    Columna A1 0.45 0.45 2.80 2.40 1.36 0.00 0.00 0 0Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1

    0.000.000.000.000.000.005.50

    000000

    7.4844

    6.7 CENTRO DE MASAS EN COLUMNAS Y PLACAS 7TO NIVEL

    Descripcinb(m) en

    x-x

    t (m) en

    y-yh Sismica (m)

    W CA

    (ton/m3)Peso X CG Y CG P * XCG. P * YCG.

    VIII 1.40

  • 7/29/2019 Arequipa - Analisis sismico

    26/44

    1981.2872016.244110.880

    57.748VS EJE H-H / 6-7 0.25 0.70 5.75 2.40 2.415 30.50 25.70 73.658 62.066VS EJE H-H / 5-6 0.25 0.70 5.35 2.40 2.247 27.40 25.70 61.568

    65.30470.701

    VS EJE H-H / 4-5 0.25 0.70 4.55 2.40 1.911 21.40 25.70 40.895 49.113VS EJE H-H / 3-4 0.25 0.70 6.55 2.40 2.751 16.00 25.70 44.016VS EJE H-H / 2-3 0.25 0.70 6.05 2.40 2.541 10.00 25.70 25.410

    62.066VS EJE G-G / 6-7 0.25 0.70 5.75 2.40 2.415 30.50 25.70 73.658VS EJE H-H / 1-2 51.2726.48425.703.251.9952.40

    49.113VS EJE G-G / 5-6 0.25 0.70 5.35 2.40 2.247 27.40 25.70 61.568 57.748VS EJE G-G / 4-5 0.25 0.70 4.55 2.40 1.911 21.40 25.70 40.895

    51.27265.304

    VS EJE G-G / 3-4 0.25 0.70 6.55 2.40 2.751 16.00 25.70 44.016 70.701

    VS EJE G-G / 2-3 0.25 0.70 6.05 2.40 2.541 10.00 25.70 25.410VS EJE G-G / 1-2 0.25 0.70 4.75 2.40 1.995 3.25 25.70 6.484

    57.748VS EJE F-F / 6-7 0.25 0.70 5.75 2.40 2.415 30.50 25.70 73.658 62.066VS EJE F-F / 5-6 0.25 0.70 5.35 2.40 2.247 27.40 25.70 61.568

    70.701VS EJE F-F / 4-5 0.25 0.70 4.55 2.40 1.911 21.40 25.70 40.895 49.113VS EJE F-F / 3-4 0.25 0.70 6.55 2.40 2.751 16.00 25.70 44.016

    3.25 25.70 6.484 51.272VS EJE F-F / 2-3 0.25 0.70 6.05 2.40 2.541VS EJE F-F / 1-2 0.25 0.70 4.75 2.40 1.995

    10.00 25.70 25.410 65.304

    65.30470.70149.11357.74862.066

    25.41044.01640.89561.56873.658

    25.7025.7025.7025.7025.70

    10.0016.0021.4027.4030.50

    2.7511.9112.2472.415

    2.402.402.402.402.40

    6.484 51.2721.9950.250.250.250.250.25

    VS EJE E-E / 2-3VS EJE E-E / 3-4VS EJE E-E / 4-5VS EJE E-E / 5-6VS EJE E-E / 6-7

    6.056.554.555.355.75

    0.700.700.700.700.70

    2.541

    20.2020.2020.20

    20.2020.2020.20

    VS EJE E-E / 1-2 0.25 0.70 4.75 2.40 3.25 25.70

    2.402.40

    2.402.402.40

    3.2510.0016.00

    21.4027.4030.50

    51.32855.570