Arequipa - Analisis sismico

1.- PREDIMENSIONAMIENTO DE LOS ELEMENTOS ESTRUCTURALES Se tomara las luces mas grandes de cada lado del edificio

3.25

3.25

3.5

c1 = Columna central c2 = columna extrema del portico principal exterior c3 = columna extrema del portico secundario interior c4 = columna en esquina

3.5

VS c4

3.5

c3

7.0 m

AREA TRIBUTARIA

Y

3.5

VP

VP

c1

3.2

c2

6.40 m

C1= C2= C3= C4=

6.3 x 6.025 6.3 x 3.4 6.025 x 2.9 3.4 x 2.9

= = = =

3.2

VS 6.5 m

7.0 m

x 1.1 LOSAS Hallando "h" en el eje 1-7 L 25

h=

7 25

=

= 0.280 0.28

Hallando "h" en el eje A-H L 25

h=

7 = 25

h= 0.25 m

= 0.280

1.2 VIGA PRINCIPAL Hallando "h" L 10

h=

7 10

=

= 0.70

0.7x0.35

Hallando "b" h 2

b=

V P = 0.35 X 0.70 m

0.7 = 0.35 = 2

1.3 VIGA SECUNDARIA L 10

h=

7 10

=

=

0.70

Hallando el ancho tributario "a'" P muro (kg/m) peso de la losa (kg/m2) + s/c

a'=

1000 350 200

=

=

1.81818 m

25

Hallando ancho tributario total "a" a=

L 2

b=

1 20

+ (a)

a'

7 2

= 1 20

=

+

5.32

1.82 =

5.32

m V S = 0.25 x 0.70 m

= 0.2659 m

1.4 COLUMNAS Tipo de columnas

Area tributaria (m2)

Nº de piso

C1 C2 C3 C4

45.23 21.78 23.63 11.38

3 3 3 3

C1 C2 C3 C4

45.23 21.78 23.63 11.38

7 7 7 7

Primer piso C1 = C2 = C3 = C4 =

0.50 0.45 0.45 0.40

Area total (m2)

k

Area de columna

Antepenultimo piso X (3) 135.68 0.0011 0.1492425 65.325 0.0022 0.143715 70.875 0.0025 0.1771875 34.125 0.0040 0.1365 Segundo piso x (6) 316.58 0.0012 0.37989 152.43 0.0014 0.213395 165.38 0.0014 0.231525 79.625 0.0021 0.1672125

Dimensiónes Dimensión probables real

0.3863192 0.3790976 0.42094 0.3694591

0.40X0.40 0.35X0.35 0.40X0.40 0.35X0.35

0.6163522 0.461947 0.48117 0.4089163

0.55x0.55 0.45x0.45 0.45x0.45 0.40X0.40

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

+ + + +

0.07 0.07 0.07 0.07

= = = =

0.57 0.52 0.52 0.47

= = = =

0.55 x 0.55 0.45 x0.45 0.45 x0.45 0.35 x 0.35

0.45 x 0.45 m2

Usamos: C1,C2, C3 y C4 =

1.5 PLACAS Considerando un espesor de

0.25 m con una longitud de

7.0 m Usamos : P1 =

0.25 x 7.0 m2

Página 1

45.23 21.775 23.63 11.375

m2 m2 m2 m2

2.- METRADO DE CARGAS h8=

1.40

h7=

2.80

h6=

2.90

2.80

8

2.1.- CARGA MUERTA NIVEL

2.80

7 6

3.00

5

3.20

2.1.1.- COLUMNAS VIII VII VI V IV III II I

0.45 h5=

3.10

h4=

3.20

h3=

3.30

h2=

3.50

0.45

3.20

4

2.1.2.- PLACAS

3.40

3

NIVEL 7.00

3.60

2

h1=

VIII VII VI V IV III II I

3.80 0.25

4.00

1

Nº VECES 52 52 52 52 52 52 52 52

b (m)

t (m)

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45

Nº VECES 2 2 2 2 2 2 2 2

b (m)

t (m)

7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

2.1.3.- VIGAS PRINCIPALES Ly= Ly=

( (

42.6 42.6

- ( - (

8 x 6 x

0.45 0.45

) ) ) )

-

7.00

= m =

NIVEL

39 32.9

m m

6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2

VIII VII

0.35

VI V 0.70

b (m)

t (m)

0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35

0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70

Nº VECES

IV III II I

2.1.4.- VIGAS SECUNDARIAS Lx= Lx=

( (

35.7 35.7

- ( - (

7 x 5 x

0.45 0.45

) ) ) )

-

0.50

= m =

NIVEL

32.55 m 32.95 m

0.25

5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2

VIII VII VI V

0.70

b (m)

t (m)

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70

Nº VECES

IV III II I

h sismico W Cº Aº (Ton/m3) (m)

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

Total para piso (Ton)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 TOTAL

35.3808 70.7616 73.2888 78.3432 80.8704 83.3976 88.4520 96.0336 606.5280

h sismico W Cº Aº (Ton/m3) (m)

Total para piso (Ton)

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 TOTAL

h sismico W Cº Aº (Ton/m3) (m)

39.00 32.90 39.00 32.90 39.00 32.90 39.00 32.90 39.00 32.90 39.00 32.90 39.00 32.90 39.00 32.90

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

h sismico W Cº Aº (Ton/m3) (m)

32.55 32.95 32.55 32.95 32.55 32.95 32.55 32.95 32.55 32.95 32.55 32.95 32.55 32.95 32.55 32.95

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

11.7600 23.5200 24.3600 26.0400 26.8800 27.7200 29.4000 31.9200 201.6000

Total para piso (Ton)

Total por piso (Ton)

137.59 38.69 137.59 38.69 137.59 38.69 137.59 38.69 137.59 38.69 137.59 38.69 137.59 38.69 137.59 38.69

176.282 176.282 176.282 176.282 176.282 176.282 176.282 176.282

TOTAL=

1410.259

Total para piso (Ton)

Total por piso (Ton)

68.36 27.678 68.36 27.678 68.36 27.678 68.36 27.678 68.36 27.678 68.36 27.678 68.36 27.678 68.36 27.678 TOTAL=

2.1.5.- LOSAS Ly1= ( Ly2= (

42.6 7.00

- ( - (

Lx1= ( Lx2= (

35.7 35.7

- ( - (

6 x 2 x

0.25 0.25

) ) ) )

7 x 5 x

0.35 0.35

) ) ) )

-

7.00

0.50

NIVEL

m = =

34.1 6.50

= m =

33.25 m 33.45 m

m m

VIII VII VI

0.40 V

0.05 0.20

0.25

IV III

0.30

0.10

0.30

0.10

L y (m)

L x(m)

34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50

33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45

Nº VECES

II I

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

W Cº Aº (Ton/m2)

0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35

Parcial

396.8 76.1 396.8 76.1 396.8 76.1 396.8 76.1 396.8 76.1 396.8 76.1 396.8 76.1 396.8 76.1 TOTAL=

Página 2

Total por piso (Ton)

472.938 472.938 472.938 472.938 472.938 472.938 472.938 472.938 3783.500

96.033 96.033 96.033 96.033 96.033 96.033 96.033 96.033 768.264

2.1.6.- ACABADOS Ly1= ( Ly2= ( Lx1= ( Lx2= (

42.6 7.00

- ( - (

35.7 35.7

- ( - (

6 x 2 x 7 x 5 x

0.25 0.25

) ) ) )

0.35 0.35

) ) ) )

-

7.00

0.50

NIVEL

m = =

34.1 6.50

= m =

33.25 m 33.45 m

L y (m)

L x(m)

34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50 34.10 6.50

33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45 33.25 33.45

Nº VECES

m m

VIII VII VI V IV III II I

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

W Cº Aº (Ton/m2)

0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10

Parcial

113.4 21.7 113.4 21.7 113.4 21.7 113.4 21.7 113.4 21.7 113.4 21.7 113.4 21.7 113.4 21.7 TOTAL=

Total por piso (Ton)

135.125 135.125 135.125 135.125 135.125 135.125 135.125 135.125 1081.000

2.2 CARGA VIVA 200

2.2.1.- SOBRE CARGAS (Departamentos = Lx1= ( Lx2= (

42.6 7.00

- ( - (

Ly1= ( Ly2= (

35.7 35.7

- ( - (

6 x 2 x

0.25 0.25

) ) ) )

8 x 6 x

0.35 0.35

) ) ) )

-

Kg/m2)

7.00

0.50

Nº L x (m) VECES 1 34.10 VIII 1 6.50 1 34.10 VII 1 6.50 1 34.10 VI 1 6.50 1 34.10 V 1 6.50 1 34.10 IV 1 6.50 1 34.10 III 1 6.50 1 34.10 II 1 6.50 1 34.10 I 1 6.50

NIVEL

m = =

34.1 6.50

= m =

32.90 m 33.10 m

m m

L y(m)

% de S/C

S/C (Ton/m2)

Parcial

32.90 33.10 32.90 33.10 32.90 33.10 32.90 33.10 32.90 33.10 32.90 33.10 32.90 33.10 32.90 33.10

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

56.1 10.76 56.1 10.76 56.1 10.76 56.1 10.76 56.1 10.76 56.1 10.76 56.1 10.76 56.1 10.76 TOTAL=

2.3.- CUADRO RESUMEN EN METRADOS DE CARGAS VIGAS

NIVEL

COLUMNA ( Ton)

PLACA (Ton)

Principales

Secundarias

VIII VII VI V IV III II I

35.3808 70.7616 73.2888 78.3432 80.8704 83.3976 88.4520 96.0336

11.760 23.520 24.360 26.040 26.880 27.720 29.400 31.920

176.282 176.282 176.282 176.282 176.282 176.282 176.282 176.282

96.033 96.033 96.033 96.033 96.033 96.033 96.033 96.033

LOSAS (Ton)

Acabado (Ton)

S/C (Ton)

Total (Ton)

472.94 472.94 472.94 472.94 472.94 472.94 472.94 472.94

135.125 135.125 135.125 135.125 135.125 135.125 135.125 135.125

66.85 66.85 66.85 66.85 66.85 66.85 66.85 66.85 TOTAL

994.371 1041.512 1044.879 1051.613 1054.980 1058.348 1065.082 1075.184 7391.60

Página 3

Total por piso (Ton)

66.852 66.852 66.852 66.852 66.852 66.852 66.852 66.852 534.816

3.- CALCULO DE LA FUERZA BASAL SISMICA 3.1.- FUERZA BASAL EN LA DIRECCION X - X

Vx = Z.U.C.S P R * VALORES TIPICOS PARA LAS DIRECCIONES = = = = =

Z = Factor de zona U = Factor de uso S = Factor de Suelo P = Peso total de la Edificación hn = Altura total del edificio

0.4 1.0 1.2

Tabla Nº 1 Tabla Nº 3 Tabla Nº 2

7391.597 26.00

Departamento de Arequipa (Zona 3)

Departamentos ( Categoria C) TP = Parametro del suelo =

Cuadro de Resumen de Cargas

m

* VALORES PARA LA DIRECCION X-X = DUAL =

R= Factor de ductibilidad C= Factor de amplificacion sismica

C = 2.5 Tp 1.25 T

Tabla Nº 6

7

< 2. 5

T = hn CT

T= Periodo fundamental =

Ct = Coeficiente de periodo fundamental

60 DUAL

( POR REGLAMENTO placa + portico)

Entonces Tenemos T = 0.43333 C = 3.75493



2.5

Verificando=

Como no cumple utilizaremos =

C ≥ 0.125 R

=

0.3571

2.5 OK! Si cumple

* hallamos la fuerza cortante de la base

V=ZUCS P R

=

1267.1 Ton 17.143 %

En la direccion X - X si cumple ya que es = 12% @ 18 %

*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 V

Condicion = T >0.7 seg. Se calculara FA

0.43 <

Pero como T =

Fi = Pi * hi

Σ Pi

0.7

(V - Fa)

NIVEL

Pi (Ton)

hi (Ton)

Pi * hi

V

Fi

Vi

VIII VII VI V IV III II I

994.4 1041.5 1044.9 1051.6 1055.0 1058.3 1065.1 1075.2

26.00 23.20 20.40 17.40 14.20 11.00 7.60 4.00

25853.6 24163.1 21315.5 18298.1 14980.7 11641.8 8094.6 4300.7

1267.1 1267.1 1267.1 1267.1 1267.1 1267.1 1267.1 1267.1

254.65 238.00 209.95 180.23 147.55 114.67 79.729 42.36

254.65 492.64 702.59 882.82 1030.37 1145.04 1224.77 1267.13

∑ Pi * hi =

128648.20

254.65

238.00

492.64

180.2 147.6 114.7 79.73 42.36

( por formula)

* hi

254.6

209.9

No calcularemos FA

b

702.593 882.821 1030.4 1145 1224.8 1267.1

4

0.6

3.1.- FUERZA BAZAL EN LA DIRECCION Y - Y

Vy = Z.U.C.S P R * VALORES TIPICOS PARA LAS DIRECCIONES = = = = =

Z = Factor de zona U = Factor de uso S = Factor de Suelo P = Peso total de la Edificación hn = Altura total del edificio

0.4 1.0 1.2

Tabla Nº 1 Tabla Nº 3 Tabla Nº 2

7391.597 26.00

Departamento de Arequipa (Zona 3)

Departamentos ( Categoria C) TP = Parametro del suelo =

0.6

Cuadro de Resumen de Cargas

m

* VALORES PARA LA DIRECCION Y - Y = PORTICO =

R= Factor de ductibilidad C= Factor de amplificacion sismica

Tabla Nº 6

8

C = 2.5 Tp 1.25 T

< 2. 5

T = hn CT

T= Periodo fundamental =

Ct = Coeficiente de periodo fundamental

35 PORTICO

( POR REGLAMENTO portico )

Entonces Tenemos T = C =

0.7429 1.9142



2.5

Verificando =

Como si cumple utilizaremos =

C ≥ 0.125 R

=

0.2388

1.91 OK! Si cumple

* hallamos la fuerza cortante de la base

V=ZUCS P R

=

847.08 Ton 11.46 %

En la direccion Y - Y si cumple ya que es = 12% @ 18 %

*DISTRIBUCION DE LA FUERZA BASAL EN CADA PISO * EN LA DIRECCION Y - Y

Para la distribucion de la Fuerza Basal usaremos la siguiente formula Condicion = T ≥ 0.7 seg. Se calculara FA Pero como T =

0.74 >

0.7

FA = 0.07 T V Fa =

Calcularemos FA

Fa =

Fi = Pi * hi

Σ Pi

VIII VII VI V IV III II I

994.37 1041.51 1044.88 1051.61 1054.98 1058.35 1065.08 1075.18

hi (Ton)

Pi * hi

V

Fi

Vi

26.00 23.20 20.40 17.40 14.20 11.00 7.60 4.00

25853.64 24163.07 21315.53 18298.07 14980.72 11641.82 8094.62 4300.73

847.08 847.08 847.08 847.08 847.08 847.08 847.08 847.08

170.23 159.100 140.35 120.48 98.64 76.655 53.299 28.318

170.23 329.33 469.68 590.17 688.81 765.46 818.76 847.08

170.23

159.100

329.33

98.640 76.655 53.299 28.318

= =

128648.198

170.232

120.483

≤

847.077 )

≤

127.0615

OK!!!

Para 8vo Nivel:

∑ Pi * hi =

140.351

44.048

( 0.743 x

( por formula)

(V - Fa)

* hi

NIVEL Pi (Ton)

0.070

469.683 590.17 688.81 765.46 818.76 847.08

5

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

0

( 847.08

6

)

NIVEL X IX VIII VII VI V IV III II I

7

4.- RIGIDEZ DE PLACA - Analizaremos la placa como viga en voladizo

DPLACA = V

=

V δSN + δBN + δRN

δTOTAL

4.1 .- DEFORMACION POR CORTE (δ SN)

δSN

- hn - Awn - Ko

Donde :

= 33.12 x Vn x Ko Awn x hm

254.65

= = =

altura de nivel = 0.25 x exl 7.00 100 si trabajamos en centimetros

=

1750.00

1.750 =

254.65

2.80

238.00

492.64

2.80

209.95

702.59

3.00

180.23

882.82

3.20

147.55

1030.37

3.20

114.67

1145.04

3.40

79.73

1224.77

3.60

42.36

1267.13

4.00 7.00 Nivel

Vn (ton)

Ko

Awn

hn

k

δ SN

VIII VII VI V IV III II I

254.648 492.644 702.593 882.821 1030.375 1145.042 1224.770 1267.131

100 100 100 100 100 100 100 100

1750.00 1750.00 1750.00 1750.00 1750.00 1750.00 1750.00 1750.00

280.00 280.00 300.00 320.00 320.00 340.00 360.00 400.00

33.12 33.12 33.12 33.12 33.12 33.12 33.12 33.12

1.721 3.330 4.432 5.221 6.094 6.374 6.439 5.995

4.2 .- DEFORMACION POR FLEXION (δ BN) Donde :

δBN = 12 = Σ Mi + Mn hn

Kwi

2Kwn

- Kwi - ln - Ko

= = =

(ln/hn) x (l/Ko) = 1/12 ( e ) x ( l )^3 714583333.3 100 si trabajamos en centimetros

Vn Mn

Mi

254.65 2.80

356.5065

713.013

492.64

1046.208

2.80

702.59

1379.402 2433.291

3.00

882.82

3487.18 4899.693

3.20

1030.37

6312.21 7960.806

3.20

1145.04

9609.41 11670.48

3.40

1224.77

13731.6 15936.14

3.60

1267.13

18140.73 20674.99

4.00

23209.3

Kwn =

Nivel Mn (Ton)

In 1 x h0 K0 Mi (Ton)

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

3

Kwn

Kw

Mi/Kwi

=

∑

Mn/2Kw

hn

δ BN

In

=

1 12

In

=

714583333.33

δ BN

25

700

II I

1814073 2320925

Nivel Mn (ton)

VII VII Vi V IV III II I

713.013 1379.402 3487.180 6312.207 9609.406 13731.56 18140.73 23209.25

1593614.263 2067499.100

Ko

Mi

ln

hn

Kwi

Mi/Kwi

∑ Mi/Kwi

Mn/2Kwi

12/ hn

δ BN

100 100 100 100 100 100 100 100

356.5065 1046.208 2433.291 4899.69 7960.806 11670.48 15936.14 20674.99

7.15E+08 7.15E+08 7.15E+08 7.15E+08 7.15E+08 7.15E+08 7.15E+08 7.15E+08

280.00 280.00 300.00 320.00 320.00 340.00 360.00 400.00

25520.83 25520.83 23819.44 22330.73 22330.73 21017.16 19849.54 17864.58

0.013969 0.040994 0.102156 0.219415 0.356496 0.555284 0.802847 1.157317

3.248477 3.234508 3.193514 3.091358 2.871943 2.515448 1.960164 1.157317

0.0139692 0.027025 0.0732003 0.1413345 0.215161 0.3266749 0.456956 0.6495884

0.042857 0.042857 0.040000 0.037500 0.037500 0.035294 0.033333 0.030000

0.140 0.140 0.131 0.121 0.116 0.100 0.081 0.054

4.3 .- DEFORMACION POR ROTACION (δ RN) Donde :

δRN = θ x hn = 12 x E x Ko x θ h

θ

=

7.00

0.03 / 2

= 0.008571

Nivel

K

E

Ko

θ

hn

δRN

VIII VII Vi V IV III II I

12 12 12 12 12 12 12 12

2100 2100 2100 2100 2100 2100 2100 2100

1 1 1 1 1 1 1 1

0.008571 0.008571 0.008571 0.008571 0.008571 0.008571 0.008571 0.008571

280.00 280.00 300.00 320.00 320.00 340.00 360.00 400.00

0.771 0.771 0.720 0.675 0.675 0.635 0.600 0.540

4.4.- CALCULO DE LA DEFORMACION TOTAL DE LA PLACA

DPLACA = V

δTOTAL

=

V δSN + δBN + δRN

Nivel

δ SN

δ BN

δ RN

VIII VII VI V IV III II I

1.721 3.330 4.432 5.221 6.094 6.374 6.439 5.995

0.140 0.140 0.131 0.121 0.116 0.100 0.081 0.054

0.771 0.771 0.720 0.675 0.675 0.635 0.600 0.540

δ TOTAL 2.632 4.241 5.283 6.017 6.885 7.109 7.119 6.590

Vn

D

254.648 492.644 702.593 882.821 1030.375 1145.042 1224.770 1267.131

96.734 116.160 132.991 146.709 149.662 161.061 172.034 192.294

-

δ E θ Ko

= = = =

0.03 (asentamiento total permisble) = 2100 ton/ m2 2.1 x 10^6 kg/cm2 δ/R 1

Modulo de Elasticidad

Modulo de Elasticidad

5.- CENTRO DE RIGIDECES 5.1 .- CENTRO DE RIGIDEZ EN EL 1ER PISO Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80

X CG

Y CG

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 7.1458 7.1458

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0091 0.0091

0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 1.8805 1.8805 3.8113

0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0024 0.0024 0.0552

Dy *x

Dx *y

0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.000 0.005 0.011 0.017 0.021 0.027 0.032 0.036 0.036 0.969

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.011 0.011 0.011 0.011 0.011 0.011 0.011 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.038 0.038 0.038 0.038 0.038 0.038 0.038 10.343 69.77 81.16

1 2 3 4 5 6 7

EJE X - X 0.00 5.20 5.20 6.50 11.70 7.00 18.70 5.00 23.70 5.80 29.50 6.20 35.70

A B C D E F G H

EJE Y - Y 0.00 5.50 5.50 6.20 11.70 5.20 16.90 6.80 23.70 6.40 30.10 7.00 37.10 5.50 42.60

5.2 .- CENTRO DE RIGIDEZ EN EL 2DO PISO Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

X CG

Y CG

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 7.1458 7.1458

0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0091 2.0417 0.0026 0.0091 2.0417 0.0026 4.138 0.0599

Dy *x

Dx *y

0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.000 0.005 0.011 0.018 0.023 0.029 0.035 0.040 0.040 1.052

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.011 0.011 0.011 0.011 0.011 0.011 0.011 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.042 0.042 0.042 0.042 0.042 0.042 0.042 11.229 75.75 88.12

1 2 3 4 5 6 7

EJE X - X 0.00 5.20 5.20 6.5 11.70 7.00 18.70 5.00 23.70 5.80 29.50 6.20 35.70

A B C D E F G H

EJE Y - Y 0.00 5.50 5.50 6.20 11.70 5.20 16.90 6.80 23.70 6.40 30.10 7.00 37.10 5.50 42.60

5.3 .- CENTRO DE RIGIDEZ EN EL 3ER PISO Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7.00 7.00

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30

X CG

Y CG

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 7.1458 7.1458

0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0034 0.001 0.001 0.0091 2.1654 0.0028 0.0091 2.1654 0.0028 4.3888 0.0635

Dy *x

Dx *y

0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.000 0.005 0.012 0.019 0.025 0.031 0.037 0.042 0.042 1.115

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.044 0.044 0.044 0.044 0.044 0.044 0.044 11.910 80.34 93.46

1 2 3 4 5 6 7

EJE X - X 0.00 5.20 5.20 6.5 11.70 7.00 18.70 5.00 23.70 5.80 29.50 6.20 35.70

A B C D E F G H

EJE Y - Y 0.00 5.50 5.50 6.20 11.70 5.20 16.90 6.80 23.70 6.40 30.10 7.00 37.10 5.50 42.60

5.4 .- CENTRO DE RIGIDEZ EN EL 4TO PISO Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7.00 7.00

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20

X CG

Y CG

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 7.1458 7.1458

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0091 0.0091

0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 2.2331 2.2331 4.5259

0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0028 0.0028 0.0655

Dy *x

Dx *y

0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.000 0.006 0.012 0.020 0.025 0.032 0.038 0.043 0.043 1.150

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.045 0.045 0.045 0.045 0.045 0.045 0.045 12.282 82.85 96.38

1 2 3 4 5 6 7

EJE X - X 0.00 5.20 5.20 6.5 11.70 7.00 18.70 5.00 23.70 5.80 29.50 6.20 35.70

A B C D E F G H

EJE Y - Y 0.00 5.50 5.50 6.20 11.70 5.20 16.90 6.80 23.70 6.40 30.10 7.00 37.10 5.50 42.60

5.5 .- CENTRO DE RIGIDEZ EN EL 5TO PISO Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7.00 7.00

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10

X CG

Y CG

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 7.1458 7.1458

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0091 0.0091

0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 2.3051 2.3051 4.6719

0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0029 0.0029 0.0676

Dy *x

Dx *y

0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.000 0.006 0.013 0.021 0.026 0.033 0.039 0.045 0.045 1.187

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.026 0.026 0.026 0.026 0.026 0.026 0.026 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.047 0.047 0.047 0.047 0.047 0.047 0.047 12.678 85.52 99.49

1 2 3 4 5 6 7

EJE X - X 0.00 5.20 5.20 6.5 11.70 7.00 18.70 5.00 23.70 5.80 29.50 6.20 35.70

A B C D E F G H

EJE Y - Y 0.00 5.50 5.50 6.20 11.70 5.20 16.90 6.80 23.70 6.40 30.10 7.00 37.10 5.50 42.60

5.6 .- CENTRO DE RIGIDEZ EN EL 6TO PISO Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7.00 7.00

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90

X CG

Y CG

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 7.1458 7.1458

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0091 0.0091

0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 2.4641 2.4641 4.9941

0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0031 0.0031 0.0723

Dy *x

Dx *y

0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.000 0.006 0.014 0.022 0.028 0.035 0.042 0.048 0.048 1.269

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.028 0.028 0.028 0.028 0.028 0.028 0.028 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.050 0.050 0.050 0.050 0.050 0.050 0.050 13.552 91.42 106.35

1 2 3 4 5 6 7

EJE X - X 0.00 5.20 5.20 6.5 11.70 7.00 18.70 5.00 23.70 5.80 29.50 6.20 35.70

A B C D E F G H

EJE Y - Y 0.00 5.50 5.50 6.20 11.70 5.20 16.90 6.80 23.70 6.40 30.10 7.00 37.10 5.50 42.60

5.7 .- CENTRO DE RIGIDEZ EN EL 7MO PISO Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7.00 7.00

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80

X CG

Y CG

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 7.1458 7.1458

0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0034 0.0091 0.0091

0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 2.5521 2.5521 5.1725

0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0033 0.0033 0.0749

Dy *x

Dx *y

0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.000 0.006 0.014 0.023 0.029 0.036 0.044 0.049 0.049 1.315

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.037 0.037 0.037 0.037 0.037 0.037 0.037 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.052 0.052 0.052 0.052 0.052 0.052 0.052 14.036 94.68 110.15

1 2 3 4 5 6 7

EJE X - X 0.00 5.20 5.20 6.5 11.70 7.00 18.70 5.00 23.70 5.80 29.50 6.20 35.70

A B C D E F G H

EJE Y - Y 0.00 5.50 5.50 6.20 11.70 5.20 16.90 6.80 23.70 6.40 30.10 7.00 37.10 5.50 42.60

6.- CENTRO DE MASAS 6.1 CENTRO DE MASAS EN COLUMNAS Y PLACAS 1ER NIVEL Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80

W CºAº (ton/m3)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 15.96 15.96 135.34

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0 9.60 21.61 34.54 43.77 54.48 65.93 0.00 9.60 21.61 34.54 43.77 54.48 65.93 0.00 9.60 21.61 34.54 43.77 54.48 65.93 0.00 9.60 21.61 34.54 43.77 54.48 65.93 0.00 9.60 21.61 34.54 43.77 54.48 65.93 0.00 9.60 21.61 34.54 43.77 54.48 65.93 0.00 9.60 21.61 34.54 43.77 54.48 65.93 0.00 9.60 21.61 34.54 43.77 54.48 65.93 242.59 242.59 2324.60

0 0 0 0 0 0 0 10.1574 10.1574 10.1574 10.1574 10.1574 10.1574 10.1574 21.60756 21.60756 21.60756 21.60756 21.60756 21.60756 21.60756 31.21092 31.21092 31.21092 31.21092 31.21092 31.21092 31.21092 43.76916 43.76916 43.76916 43.76916 43.76916 43.76916 43.76916 55.58868 55.58868 55.58868 55.58868 55.58868 55.58868 55.58868 68.51628 68.51628 68.51628 68.51628 68.51628 68.51628 68.51628 78.67368 78.67368 78.67368 78.67368 78.67368 78.67368 78.67368 87.78 592.116 2846.56

NIVEL h sismica VIII VII VI V IV III II I

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

(m)

6.2 CENTRO DE MASAS EN COLUMNAS Y PLACAS 2DO NIVEL Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

W CºAº (ton/m3)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 14.70 14.70 124.66

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0 8.85 19.90 31.81 40.31 50.18 60.73 0.00 8.85 19.90 31.81 40.31 50.18 60.73 0.00 8.85 19.90 31.81 40.31 50.18 60.73 0.00 8.85 19.90 31.81 40.31 50.18 60.73 0.00 8.85 19.90 31.81 40.31 50.18 60.73 0.00 8.85 19.90 31.81 40.31 50.18 60.73 0.00 8.85 19.90 31.81 40.31 50.18 60.73 0.00 8.85 19.90 31.81 40.31 50.18 60.73 223.44 223.44 2141.08

0 0 0 0 0 0 0 9.3555 9.3555 9.3555 9.3555 9.3555 9.3555 9.3555 19.9017 19.9017 19.9017 19.9017 19.9017 19.9017 19.9017 28.7469 28.7469 28.7469 28.7469 28.7469 28.7469 28.7469 40.3137 40.3137 40.3137 40.3137 40.3137 40.3137 40.3137 51.2001 51.2001 51.2001 51.2001 51.2001 51.2001 51.2001 63.1071 63.1071 63.1071 63.1071 63.1071 63.1071 63.1071 72.4626 72.4626 72.4626 72.4626 72.4626 72.4626 72.4626 80.85 545.37 2621.83

NIVEL h sismica VIII VII VII VI V IV III II I

1.40 2.80 2.80 2.90 3.10 3.20 3.30 3.50 3.80

(m)

6.3 CENTRO DE MASAS EN COLUMNAS Y PLACAS 3ER NIVEL Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30

W CºAº (ton/m3)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 13.86 13.86 117.53

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0 8.34 18.76 29.99 38.01 47.31 57.26 0.00 8.34 18.76 29.99 38.01 47.31 57.26 0.00 8.34 18.76 29.99 38.01 47.31 57.26 0.00 8.34 18.76 29.99 38.01 47.31 57.26 0.00 8.34 18.76 29.99 38.01 47.31 57.26 0.00 8.34 18.76 29.99 38.01 47.31 57.26 0.00 8.34 18.76 29.99 38.01 47.31 57.26 0.00 8.34 18.76 29.99 38.01 47.31 57.26 210.67 210.67 2018.73

0 0 0 0 0 0 0 8.8209 8.8209 8.8209 8.8209 8.8209 8.8209 8.8209 18.76446 18.76446 18.76446 18.76446 18.76446 18.76446 18.76446 27.10422 27.10422 27.10422 27.10422 27.10422 27.10422 27.10422 38.01006 38.01006 38.01006 38.01006 38.01006 38.01006 38.01006 48.27438 48.27438 48.27438 48.27438 48.27438 48.27438 48.27438 59.50098 59.50098 59.50098 59.50098 59.50098 59.50098 59.50098 68.32188 68.32188 68.32188 68.32188 68.32188 68.32188 68.32188 76.23 514.206 2472.01

NIVEL h sismica VIII VII VI V IV III II I

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

(m)

6.4 CENTRO DE MASAS EN COLUMNAS Y PLACAS 4TO NIVEL Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20

W CºAº (ton/m3)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 13.44 13.44 113.97

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0 8.09 18.20 29.08 36.86 45.88 55.52 0.00 8.09 18.20 29.08 36.86 45.88 55.52 0.00 8.09 18.20 29.08 36.86 45.88 55.52 0.00 8.09 18.20 29.08 36.86 45.88 55.52 0.00 8.09 18.20 29.08 36.86 45.88 55.52 0.00 8.09 18.20 29.08 36.86 45.88 55.52 0.00 8.09 18.20 29.08 36.86 45.88 55.52 0.00 8.09 18.20 29.08 36.86 45.88 55.52 204.29 204.29 1957.56

0 0 0 0 0 0 0 8.5536 8.5536 8.5536 8.5536 8.5536 8.5536 8.5536 18.19584 18.19584 18.19584 18.19584 18.19584 18.19584 18.19584 26.28288 26.28288 26.28288 26.28288 26.28288 26.28288 26.28288 36.85824 36.85824 36.85824 36.85824 36.85824 36.85824 36.85824 46.81152 46.81152 46.81152 46.81152 46.81152 46.81152 46.81152 57.69792 57.69792 57.69792 57.69792 57.69792 57.69792 57.69792 66.25152 66.25152 66.25152 66.25152 66.25152 66.25152 66.25152 73.92 498.624 2397.10

NIVEL h sismica VIII VII VI V IV III II I

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

(m)

6.5 CENTRO DE MASAS EN COLUMNAS Y PLACAS 5TO NIVEL Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10

W CºAº (ton/m3)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 13.02 13.02 110.41

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0 7.83 17.63 28.17 35.71 44.44 53.79 0.00 7.83 17.63 28.17 35.71 44.44 53.79 0.00 7.83 17.63 28.17 35.71 44.44 53.79 0.00 7.83 17.63 28.17 35.71 44.44 53.79 0.00 7.83 17.63 28.17 35.71 44.44 53.79 0.00 7.83 17.63 28.17 35.71 44.44 53.79 0.00 7.83 17.63 28.17 35.71 44.44 53.79 0.00 7.83 17.63 28.17 35.71 44.44 53.79 197.90 197.90 1896.38

0 0 0 0 0 0 0 8.2863 8.2863 8.2863 8.2863 8.2863 8.2863 8.2863 17.62722 17.62722 17.62722 17.62722 17.62722 17.62722 17.62722 25.46154 25.46154 25.46154 25.46154 25.46154 25.46154 25.46154 35.70642 35.70642 35.70642 35.70642 35.70642 35.70642 35.70642 45.34866 45.34866 45.34866 45.34866 45.34866 45.34866 45.34866 55.89486 55.89486 55.89486 55.89486 55.89486 55.89486 55.89486 64.18116 64.18116 64.18116 64.18116 64.18116 64.18116 64.18116 71.61 483.042 2322.20

NIVEL h sismica VIII VII VI V IV III II I

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

(m)

6.6 CENTRO DE MASAS EN COLUMNAS Y PLACAS 6TO NIVEL Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90

W CºAº (ton/m3)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 1.41 12.18 12.18 103.29

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0 7.33 16.49 26.36 33.40 41.58 50.32 0.00 7.33 16.49 26.36 33.40 41.58 50.32 0.00 7.33 16.49 26.36 33.40 41.58 50.32 0.00 7.33 16.49 26.36 33.40 41.58 50.32 0.00 7.33 16.49 26.36 33.40 41.58 50.32 0.00 7.33 16.49 26.36 33.40 41.58 50.32 0.00 7.33 16.49 26.36 33.40 41.58 50.32 0.00 7.33 16.49 26.36 33.40 41.58 50.32 185.14 185.14 1774.03

0 0 0 0 0 0 0 7.7517 7.7517 7.7517 7.7517 7.7517 7.7517 7.7517 16.48998 16.48998 16.48998 16.48998 16.48998 16.48998 16.48998 23.81886 23.81886 23.81886 23.81886 23.81886 23.81886 23.81886 33.40278 33.40278 33.40278 33.40278 33.40278 33.40278 33.40278 42.42294 42.42294 42.42294 42.42294 42.42294 42.42294 42.42294 52.28874 52.28874 52.28874 52.28874 52.28874 52.28874 52.28874 60.04044 60.04044 60.04044 60.04044 60.04044 60.04044 60.04044 66.99 451.878 2172.38

NIVEL h sismica VIII VII VI V IV III II I

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

(m)

6.7 CENTRO DE MASAS EN COLUMNAS Y PLACAS 7TO NIVEL Descripción Columna A1 Columna A2 Columna A3 Columna A4 Columna A5 Columna A6 Columna A7 Columna B1 Columna B2 Columna B3 Columna B4 Columna B5 Columna B6 Columna B7 Columna C1 Columna C2 Columna C3 Columna C4 Columna C5 Columna C6 Columna C7 Columna D1 Columna D2 Columna D3 Columna D4 Columna D5 Columna D6 Columna D7 Columna E1 Columna E2 Columna E3 Columna E4 Columna E5 Columna E6 Columna E7 Columna F1 Columna F2 Columna F3 Columna F4 Columna F5 Columna F6 Columna F7 Columna G1 Columna G2 Columna G3 Columna G4 Columna G5 Columna G6 Columna G7 Columna H1 Columna H2 Columna H3 Columna H4 Columna H5 Columna H6 Columna H7 Placa B 3-4 Placa G 3-4

b(m) en t (m) en h Sismica (m) x-x y-y

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 7 7

0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.25 0.25

2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80 2.80

W CºAº (ton/m3)

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 11.76 11.76 99.72

0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 0.00 5.20 11.70 18.70 23.70 29.50 35.70 15.20 15.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 5.50 5.50 5.50 5.50 5.50 5.50 11.70 11.70 11.70 11.70 11.70 11.70 11.70 16.90 16.90 16.90 16.90 16.90 16.90 16.90 23.70 23.70 23.70 23.70 23.70 23.70 23.70 30.10 30.10 30.10 30.10 30.10 30.10 30.10 37.10 37.10 37.10 37.10 37.10 37.10 37.10 42.60 42.60 42.60 42.60 42.60 42.60 42.60 5.50 37.10

0 7.08 15.92 25.45 32.25 40.14 48.58 0.00 7.08 15.92 25.45 32.25 40.14 48.58 0.00 7.08 15.92 25.45 32.25 40.14 48.58 0.00 7.08 15.92 25.45 32.25 40.14 48.58 0.00 7.08 15.92 25.45 32.25 40.14 48.58 0.00 7.08 15.92 25.45 32.25 40.14 48.58 0.00 7.08 15.92 25.45 32.25 40.14 48.58 0.00 7.08 15.92 25.45 32.25 40.14 48.58 178.75 178.75 1712.86

0 0 0 0 0 0 0 7.4844 7.4844 7.4844 7.4844 7.4844 7.4844 7.4844 15.92136 15.92136 15.92136 15.92136 15.92136 15.92136 15.92136 22.99752 22.99752 22.99752 22.99752 22.99752 22.99752 22.99752 32.25096 32.25096 32.25096 32.25096 32.25096 32.25096 32.25096 40.96008 40.96008 40.96008 40.96008 40.96008 40.96008 40.96008 50.48568 50.48568 50.48568 50.48568 50.48568 50.48568 50.48568 57.97008 57.97008 57.97008 57.97008 57.97008 57.97008 57.97008 64.68 436.296 2097.47

NIVEL h sismica VIII VII VI V IV III II I

1.40 2.80 2.90 3.10 3.20 3.30 3.50 3.80

(m)

6.9 CENTRO DE MASAS EN VIGAS SECUNDARIAS 1ER, 2DO, 3ER, 4TO, 5TO, 6TO, 7MO Y 8VO NIVEL Descripción VS EJE A-A / 1-2 VS EJE A-A / 2-3 VS EJE A-A / 3-4 VS EJE A-A / 4-5 VS EJE A-A / 5-6 VS EJE A-A / 6-7 VS EJE B-B / 1-2 VS EJE B-B / 2-3 VS EJE B-B / 3-4 VS EJE B-B / 4-5 VS EJE B-B / 5-6 VS EJE B-B / 6-7 VS EJE C-C / 1-2 VS EJE C-C / 2-3 VS EJE C-C / 3-4 VS EJE C-C / 4-5 VS EJE C-C / 5-6 VS EJE C-C / 6-7 VS EJE D-D / 1-2 VS EJE D-D / 2-3 VS EJE D-D / 3-4 VS EJE D-D / 4-5 VS EJE D-D / 5-6 VS EJE D-D / 6-7 VS EJE E-E / 1-2 VS EJE E-E / 2-3 VS EJE E-E / 3-4 VS EJE E-E / 4-5 VS EJE E-E / 5-6 VS EJE E-E / 6-7 VS EJE F-F / 1-2 VS EJE F-F / 2-3 VS EJE F-F / 3-4 VS EJE F-F / 4-5 VS EJE F-F / 5-6 VS EJE F-F / 6-7 VS EJE G-G / 1-2 VS EJE G-G / 2-3 VS EJE G-G / 3-4 VS EJE G-G / 4-5 VS EJE G-G / 5-6 VS EJE G-G / 6-7 VS EJE H-H / 1-2 VS EJE H-H / 2-3 VS EJE H-H / 3-4 VS EJE H-H / 4-5 VS EJE H-H / 5-6 VS EJE H-H / 6-7

b(m) en t (m) en x-x y-y

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70

L (m)

W CºAº (ton/m3)

4.75 6.05 6.55 4.55 5.35 5.75 4.75 6.05 6.55 4.55 5.35 5.75 4.75 6.05 6.55 4.55 5.35 5.75 4.75 6.05 6.55 4.55 5.35 5.75 4.75 6.05 6.55 4.55 5.35 5.75 4.75 6.05 6.55 4.55 5.35 5.75 4.75 6.05 6.55 4.55 5.35 5.75 4.75 6.05 6.55 4.55 5.35 5.75

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG

P * XCG. P * YCG.

1.995 2.541 2.751 1.911 2.247 2.415 1.995 2.541 2.751 1.911 2.247 2.415 1.995 2.541 2.751 1.911 2.247 2.415 1.995 2.541 2.751 1.911 2.247 2.415 1.995 2.541 2.751 1.911 2.247 2.415 1.995 2.541 2.751 1.911 2.247 2.415 1.995 2.541 2.751 1.911 2.247 2.415 1.995 2.541 2.751 1.911 2.247 2.415 110.880

3.25 10.00 16.00 21.40 27.40 30.50 3.25 10.00 16.00 21.40 27.40 30.50 3.25 10.00 16.00 21.40 27.40 30.50 3.25 10.00 16.00 21.40 27.40 30.50 3.25 10.00 16.00 21.40 27.40 30.50 3.25 10.00 16.00 21.40 27.40 30.50 3.25 10.00 16.00 21.40 27.40 30.50 3.25 10.00 16.00 21.40 27.40 30.50

-0.05 -0.05 -0.05 -0.05 -0.05 -0.05 6.80 6.80 6.80 6.80 6.80 6.80 13.20 13.20 13.20 13.20 13.20 13.20 20.20 20.20 20.20 20.20 20.20 20.20 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70 25.70

6.484 25.410 44.016 40.895 61.568 73.658 6.484 25.410 44.016 40.895 61.568 73.658 6.484 25.410 44.016 40.895 61.568 73.658 6.484 25.410 44.016 40.895 61.568 73.658 6.484 25.410 44.016 40.895 61.568 73.658 6.484 25.410 44.016 40.895 61.568 73.658 6.484 25.410 44.016 40.895 61.568 73.658 6.484 25.410 44.016 40.895 61.568 73.658 2016.244

-0.100 -0.127 -0.138 -0.096 -0.112 -0.121 13.566 17.279 18.707 12.995 15.280 16.422 26.334 33.541 36.313 25.225 29.660 31.878 40.299 51.328 55.570 38.602 45.389 48.783 51.272 65.304 70.701 49.113 57.748 62.066 51.272 65.304 70.701 49.113 57.748 62.066 51.272 65.304 70.701 49.113 57.748 62.066 51.272 65.304 70.701 49.113 57.748 62.066 1981.287

Y 8VO NIVEL

6.10 CENTRO DE MASAS EN VIGAS PRINCIPALES 1ER, 2DO, 3ER, 4TO, 5TO, 6TO, 7MO Y 8VO NIVEL Descripción

b(m) en x-x

h (m) en y-y

L (m)

W CºAº (ton/m3)

VS EJE 1-1 / A-B VS EJE 1-1 / B-C VS EJE 1-1 / C-D VS EJE 1-1 / D-E VS EJE 1-1 / E-F VS EJE 1-1 / F-G VS EJE 1-1 / G-H VS EJE 2-2 / A-B VS EJE 2-2 / B-C VS EJE 2-2 / C-D VS EJE 2-2 / D-E VS EJE 2-2 / E-F VS EJE 2-2 / F-G VS EJE 2-2 / G-H VS EJE 3-3 / A-B VS EJE 3-3 / B-C VS EJE 3-3 / C-D VS EJE 3-3 / D-E VS EJE 3-3 / E-F VS EJE 3-3 / F-G VS EJE 3-3 / G-H VS EJE 4-4 / A-B VS EJE 4-4 / B-C VS EJE 4-4 / C-D VS EJE 4-4 / D-E VS EJE 4-4 / E-F VS EJE 4-4 / F-G VS EJE 4-4 / G-H VS EJE 5-5 / A-B VS EJE 5-5 / B-C VS EJE 5-5 / C-D VS EJE 5-5 / D-E VS EJE 5-5 / E-F VS EJE 5-5 / F-G VS EJE 5-5 / G-H VS EJE 6-6 / A-B VS EJE 6-6 / B-C VS EJE 6-6 / C-D VS EJE 6-6 / D-E VS EJE 6-6 / E-F VS EJE 6-6 / F-G VS EJE 6-6 / G-H VS EJE 7-7 / A-B VS EJE 7-7 / B-C VS EJE 7-7 / C-D VS EJE 7-7 / D-E VS EJE 7-7 / E-F VS EJE 7-7 / F-G VS EJE 7-7 / G-H

0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35

0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70

5.05 5.75 4.75 6.35 5.95 6.55 5.50 5.05 5.75 4.75 6.35 5.95 6.55 5.50 5.05 5.75 4.75 6.35 5.95 6.55 5.50 5.05 5.75 4.75 6.35 5.95 6.55 5.50 5.05 5.75 4.75 6.35 5.95 6.55 5.50 5.05 5.75 4.75 6.35 5.95 6.55 5.50 5.05 5.75 4.75 6.35 5.95 6.55 5.50

2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40

Peso

X CG

Y CG P * XCG. P * YCG.

2.969 3.381 2.793 3.734 3.499 3.851 3.234 2.969 3.381 2.793 3.734 3.499 3.851 3.234 2.969 3.381 2.793 3.734 3.499 3.851 3.234 2.969 3.381 2.793 3.734 3.499 3.851 3.234 2.969 3.381 2.793 3.734 3.499 3.851 3.234 2.969 3.381 2.793 3.734 3.499 3.851 3.234 2.969 3.381 2.793 3.734 3.499 3.851 3.234 164.23

-0.100 -0.100 -0.100 -0.100 -0.100 -0.100 -0.100 6.500 6.500 6.500 6.500 6.500 6.500 6.500 7.000 7.000 7.000 7.000 7.000 7.000 7.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.800 5.800 5.800 5.800 5.800 5.800 5.800 6.200 6.200 6.200 6.200 6.200 6.200 6.200 0.000 0.000 0.000 0.000 0.000 0.000 0.000

3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70 3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70 3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70 3.4 10.00 16.70 22.95 25.70 25.70 25.70

-0.297 -0.338 -0.279 -0.373 -0.350 -0.385 -0.323 19.301 21.977 18.155 24.270 22.741 25.034 21.021 20.786 23.667 19.551 26.137 24.490 26.960 22.638 14.847 16.905 13.965 18.669 17.493 19.257 16.170 17.223 19.610 16.199 21.656 20.292 22.338 18.757 18.410 20.962 17.317 23.150 21.691 23.879 20.051 0.000 0.000 0.000 0.000 0.000 0.000 0.000 713.220

10.096 33.810 46.643 85.691 89.914 98.981 83.114 10.096 33.810 46.643 85.691 89.914 98.981 83.114 10.096 33.810 46.643 85.691 89.914 98.981 83.114 10.096 33.810 46.643 85.691 89.914 98.981 83.114 10.096 33.810 46.643 85.691 89.914 98.981 83.114 10.096 33.810 46.643 85.691 89.914 98.981 83.114 10.096 33.810 46.643 85.691 89.914 98.981 83.114 3137.740

6.11 CENTRO DE MASAS EN LOSAS 1ER, 2DO, 3ER, 4TO, 5TO, 6TO Y 7MO NIVEL DESCRIPCIÓN

h losa (m)

l x (m)

l y (m)

W losa (ton/m2)

LOSA EJE 1-2 / A-B LOSA EJE 1-2 / B-C LOSA EJE 1-2 / C-D LOSA EJE 1-2 / D-E LOSA EJE 1-2 / E-F LOSA EJE 1-2 / F-G LOSA EJE 1-2 / G-H LOSA EJE 2-3 / A-B LOSA EJE 2-3 / B-C LOSA EJE 2-3 / C-D LOSA EJE 2-3 / D-E LOSA EJE 2-3 / E-F LOSA EJE 2-3 / F-G LOSA EJE 2-3 / G-H LOSA EJE 3-4 / A-B LOSA EJE 3-4 / B-C LOSA EJE 3-4 / C-D LOSA EJE 3-4 / D-E LOSA EJE 3-4 / E-F LOSA EJE 3-4 / F-G LOSA EJE 3-4 / G-H LOSA EJE 4-5 / A-B LOSA EJE 4-5 / B-C LOSA EJE 4-5 / C-D LOSA EJE 4-5 / D-E LOSA EJE 4-5 / E-F LOSA EJE 4-5 / F-G LOSA EJE 4-5 / G-H LOSA EJE 5-6 / A-B LOSA EJE 5-6 / B-C LOSA EJE 5-6 / C-D LOSA EJE 5-6 / D-E LOSA EJE 5-6 / E-F LOSA EJE 5-6 / F-G LOSA EJE 5-6 / G-H LOSA EJE 6-7 / A-B LOSA EJE 6-7 / B-C LOSA EJE 6-7 / C-D LOSA EJE 6-7 / D-E LOSA EJE 6-7 / E-F LOSA EJE 6-7 / F-G LOSA EJE 6-7 / G-H

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

5.25 5.25 5.25 5.25 5.25 5.25 5.25 6.45 6.45 6.45 6.45 6.45 6.45 6.45 6.95 6.95 6.95 6.95 6.95 6.95 6.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 6.15 6.15 6.15 6.15 6.15 6.15 6.15

5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30

0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35

Peso

X CG

Y CG

P*XCG

P*YCG

9.7388 11.025 9.1875 12.128 11.393 12.495 9.7388 11.965 13.545 11.288 14.9 13.997 15.351 11.965 12.892 14.595 12.163 16.055 15.082 16.541 12.892 9.1823 10.395 8.6625 11.435 10.742 11.781 9.1823 9.1823 10.395 8.6625 11.435 10.742 11.781 9.1823 11.408 12.915 10.763 14.207 13.346 14.637 11.408 500.37

3.25 3.25 3.25 3.25 3.25 3.25 3.25 10.00 10.00 10.00 10.00 10.00 10.00 10.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 21.40 21.40 21.40 21.40 21.40 21.40 21.40 27.40 27.40 27.40 27.40 27.40 27.40 27.40 30.50 30.50 30.50 30.50 30.50 30.50 30.50

3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70 3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70 3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70

31.65 35.83 29.86 39.41 37.03 40.61 31.65 119.65 135.45 112.88 149.00 139.97 153.51 119.65 206.28 233.52 194.60 256.87 241.30 264.66 206.28 196.50 222.45 185.38 244.70 229.87 252.11 196.50 251.59 284.82 237.35 313.31 294.32 322.80 251.59 347.95 393.91 328.26 433.30 407.04 446.43 347.95 8967.76

33.11 110.25 153.43 278.33 292.79 321.12 250.29 40.68 135.45 188.50 341.94 359.71 394.52 307.49 43.83 145.95 203.11 368.45 387.59 425.10 331.33 31.22 103.95 144.66 262.42 276.06 302.77 235.98 31.22 103.95 144.66 262.42 276.06 302.77 235.98 38.79 129.15 179.73 326.04 342.98 376.17 293.19 9513.18

6.12 CENTRO DE MASAS EN ACABADOS Y SOBRECARGAS 1ER, 2DO, 3ER, 4TO, 5TO, 6TO, 7MO Y 8VO NIVEL PESO =

100 +

25%

DESCRIPCIÓN

h losa (m)

LOSA EJE 1-2 / A-B LOSA EJE 1-2 / B-C LOSA EJE 1-2 / C-D LOSA EJE 1-2 / D-E LOSA EJE 1-2 / E-F LOSA EJE 1-2 / F-G LOSA EJE 1-2 / G-H LOSA EJE 2-3 / A-B LOSA EJE 2-3 / B-C LOSA EJE 2-3 / C-D LOSA EJE 2-3 / D-E LOSA EJE 2-3 / E-F LOSA EJE 2-3 / F-G LOSA EJE 2-3 / G-H LOSA EJE 3-4 / A-B LOSA EJE 3-4 / B-C LOSA EJE 3-4 / C-D LOSA EJE 3-4 / D-E LOSA EJE 3-4 / E-F LOSA EJE 3-4 / F-G LOSA EJE 3-4 / G-H LOSA EJE 4-5 / A-B LOSA EJE 4-5 / B-C LOSA EJE 4-5 / C-D LOSA EJE 4-5 / D-E LOSA EJE 4-5 / E-F LOSA EJE 4-5 / F-G LOSA EJE 4-5 / G-H LOSA EJE 5-6 / A-B LOSA EJE 5-6 / B-C LOSA EJE 5-6 / C-D LOSA EJE 5-6 / D-E LOSA EJE 5-6 / E-F LOSA EJE 5-6 / F-G LOSA EJE 5-6 / G-H LOSA EJE 6-7 / A-B LOSA EJE 6-7 / B-C LOSA EJE 6-7 / C-D LOSA EJE 6-7 / D-E LOSA EJE 6-7 / E-F LOSA EJE 6-7 / F-G LOSA EJE 6-7 / G-H

0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

200

=

l x (m) l y (m) 5.25 5.25 5.25 5.25 5.25 5.25 5.25 6.45 6.45 6.45 6.45 6.45 6.45 6.45 6.95 6.95 6.95 6.95 6.95 6.95 6.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 6.15 6.15 6.15 6.15 6.15 6.15 6.15

5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30 5.30 6.00 5.00 6.60 6.20 6.80 5.30

150

=

Kg/m

Acabados +25%S/C

0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15

0.15

ton/m

Peso

X CG

Y CG

P*XCG

P*YCG

4.17 4.73 3.94 5.20 4.88 5.36 4.17 5.13 5.81 4.84 6.39 6.00 6.58 5.13 5.53 6.26 5.21 6.88 6.46 7.09 5.53 3.94 4.46 3.71 4.90 4.60 5.05 3.94 3.94 4.46 3.71 4.90 4.60 5.05 3.94 4.89 5.54 4.61 6.09 5.72 6.27 4.89 214.45

3.25 3.25 3.25 3.25 3.25 3.25 3.25 10.00 10.00 10.00 10.00 10.00 10.00 10.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 21.40 21.40 21.40 21.40 21.40 21.40 21.40 27.40 27.40 27.40 27.40 27.40 27.40 27.40 30.50 30.50 30.50 30.50 30.50 30.50 30.50

3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70 3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70 3.4 10.00 16.70 22.95 25.70 25.70 25.70 3.40 10.00 16.70 22.95 25.70 25.70 25.70

13.56 15.36 12.80 16.89 15.87 17.40 13.56 51.28 58.05 48.38 63.86 59.99 65.79 51.28 88.40 100.08 83.40 110.09 103.42 113.42 88.40 84.21 95.34 79.45 104.87 98.51 108.05 84.21 107.83 122.07 101.72 134.27 126.14 138.34 107.83 149.12 168.82 140.68 185.70 174.44 191.33 149.12 3843.33

14.19 47.25 65.76 119.28 125.48 137.62 107.27 17.43 58.05 80.79 146.55 154.16 169.08 131.78 18.79 62.55 87.05 157.91 166.11 182.19 142.00 13.38 44.55 62.00 112.47 118.31 129.76 101.14 13.38 44.55 62.00 112.47 118.31 129.76 101.14 16.62 55.35 77.03 139.73 146.99 161.22 125.65 4077.08

6.11 centro de masa NIVEL VIII VII VI V IV III II I TOTAL

33.71 1089.65 1093.21 1100.34 1103.90 1107.46 1114.58 1125.27 7734.42

749.48 17253.41 17314.59 17436.93 17498.11 17559.28 17681.63 17865.15 122609.10

1000.32 20806.75 20881.66 21031.48 21106.39 21181.30 21331.12 21555.84 147894.53

=

122609.102 7734.420

=

15.852

=

147894.525 7734.420

=

19.122

7.- METODO DE MUTO 7.1 PORTICO PRINCIPAL A-A, B-B, C-C, D-D, E-E, F-F, G-G, H-H 7.1.1.- COEFICIENTES DE RIGIDEZ

B

5.20

C 1

6.80

D

6.40

E

1.42917

kv=

1.42917

7.00

F

1.81894

kv=

1.81894

kv=

1.81894

kv=

1.81894

kc= 0.949

kc= 1.005

kc= 1.068

kc= 1.068

kc= 1.139

kc= 1.220

kc= 1.220

kv=

kv=

kc= 0.854

1.5632

1.42917

1.81894

kc= 1.220

kv=

kv=

kv=

kc= 1.220

1.4712

1.5632

1.42917

1.81894

kc= 1.139

kc= 1.220 kc= 0.949

kc= 1.005

kc= 1.068

kc= 1.068

kc= 1.139

kc= 1.220 kc= 1.068 kc= 1.068 kc= 1.005 6.20

kv=

kv=

kv=

kv=

kc= 1.068

1.924

1.4712

1.5632

1.42917

1.81894

kc= 1.068

kv=

kv=

kv=

kv=

kv=

kc= 1.005

1.924

1.4712

1.5632

1.42917

1.81894

kc= 0.949

kv=

kv=

kv=

kv=

kv=

kc= 0.854

1.61358

1.924

1.4712

1.5632

1.42917

kc= 1.220

kv=

kv=

kv=

kv=

kv=

kc= 1.139

1.61358

1.924

1.4712

1.5632

1.42917

kc= 1.068

kv=

kv=

kv=

kv=

kv=

kc= 1.068

1.61358

1.924

1.4712

1.5632

)

kc= 1.005

kv=

kv=

kv=

kv=

m2 0.45

kc= 0.949

1.61358

1.924

1.4712

1.5632

kc= 1.220

kv=

kv=

kv=

kv=

kc= 1.220

1.61358

1.924

1.4712

kc= 1.139

kv=

kv=

kv=

0.45 )(

kc= 1.068

1.61358

kc= 1.139

kc= 1.220 kc= 1.139 kc= 1.068 5.50

A

kv=

1.9239

(

kc= 1.068

1.81894

1.61358

kv=

kc= 1.220

kv=

0.003417188

kc= 1.220

1.81894

=

kc= 1.139

kv=

I col

kc= 1.068

1.81894

=

1 12

kc= 1.068

kv=

kv=

kc= 1.220 1.81894

kc= 1.220 kv=

1.61358

0.45

x

K' = 1000

kc= 0.854

4.00

1.81894

kv=

kc= 0.854

3.60

kv=

0.010004167

kc= 0.949

3.40

1.81894

I=1

0.45

bt3

12

kc= 0.854

3.20

kv=

kc= 1.068

3.20

1.81894

kc= 1.005

3.00

kv=

kc= 0.949

2.80

1.81894

kc= 0.854

2.80

kv=

=

0.70 )

kc= 1.005

I viga

0.35 )(

C1,C2,C3 y C4 =

kc= 0.949

12

m2

kc= 1.005

=

1 ( 12

bt3

0.70

kc= 0.949

X

kc= 0.854

I=1

0.35

kc= 1.220

VP=

Kcolumna =

kc= 0.854

Kviga =

1 b . t2 12 . K' h

kc= 1.220

1 b . t2 12 . K' h

5.50

G

H

7.1.2.- CALCULO DE LA RIGIDEZ

D = a . Kc CASO GENERAL

CASO EMPOTRADO

Kv1

Kv2

Kv3

Kv4

Kv1

Kv2

K = Kv1 + Kv2 + Kv3 + Kv4 2Kc

a = 0.5 + K 2+K Kv1

K = Kv1 + Kv2 2Kc a=

Kc

K 2+K

K = Kv Kc a = 0.5 + K 2+K

CASO LATERAL

k=

2.220

k=

2.813

k=

2.899

k=

2.782

k=

2.486

k=

2.452

k=

2.661

k=

2.220

VIII a=

0.526

a=

0.584

a=

0.592

a=

0.582

a=

0.554

a=

0.551

a=

0.571

a=

0.526

D=

0.642

D=

0.713

D=

0.722

D=

0.710

D=

0.676

D=

0.672

D=

0.697

D=

0.642

k=

1.490

k=

2.609

k=

2.721

k=

2.551

k=

2.185

k=

2.141

k=

2.396

k=

1.490

VII a=

0.427

a=

0.566

a=

0.576

a=

0.560

a=

0.522

a=

0.517

a=

0.545

a=

0.427

D=

0.521

D=

0.691

D=

0.703

D=

0.684

D=

0.637

D=

0.631

D=

0.665

D=

0.521

k=

1.597

k=

2.795

k=

2.915

k=

2.733

k=

2.341

k=

2.294

k=

2.567

k=

1.597

VI a=

0.444

a=

0.583

a=

0.593

a=

0.577

a=

0.539

a=

0.534

a=

0.562

a=

0.444

D=

0.506

D=

0.664

D=

0.676

D=

0.658

D=

0.614

D=

0.609

D=

0.640

D=

0.506

k=

1.703

k=

2.981

k=

3.110

k=

2.915

k=

2.498

k=

2.447

k=

2.738

k=

1.703

V a=

0.460

a=

0.599

a=

0.609

a=

0.593

a=

0.555

a=

0.550

a=

0.578

a=

0.460

D=

0.491

D=

0.639

D=

0.650

D=

0.633

D=

0.593

D=

0.588

D=

0.617

D=

0.491

k=

1.703

k=

2.981

k=

3.110

k=

2.915

k=

2.498

k=

2.447

k=

2.738

k=

1.703

IV a=

0.460

a=

0.599

a=

0.609

a=

0.593

a=

0.555

a=

0.550

a=

0.578

a=

0.460

D=

0.491

D=

0.639

D=

0.650

D=

0.633

D=

0.593

D=

0.588

D=

0.617

D=

0.491

k=

1.810

k=

3.168

k=

3.304

k=

3.097

k=

2.654

k=

2.600

k=

2.909

k=

1.810

III a=

0.475

a=

0.613

a=

0.623

a=

0.608

a=

0.570

a=

0.565

a=

0.593

a=

0.475

D=

0.477

D=

0.616

D=

0.626

D=

0.611

D=

0.573

D=

0.568

D=

0.596

D=

0.477

k=

1.916

k=

3.354

k=

3.499

k=

3.279

k=

2.810

k=

2.753

k=

3.080

k=

1.916

II a=

0.489

a=

0.626

a=

0.636

a=

0.621

a=

0.584

a=

0.579

a=

0.606

a=

0.489

D=

0.464

D=

0.595

D=

0.604

D=

0.590

D=

0.555

D=

0.550

D=

0.576

D=

0.464

k=

2.129

k=

2.009

k=

2.070

k=

1.987

k=

1.776

k=

1.751

k=

1.901

k=

2.129

a=

0.637

a=

0.626

a=

0.631

a=

0.624

a=

0.603

a=

0.600

a=

0.615

a=

0.637

D=

0.544

D=

0.535

D=

0.539

D=

0.533

D=

0.515

D=

0.513

D=

0.526

D=

0.544

I

5.50

A

6.20

B

5.20

C

6.80

D

6.40

7.00

F

E

NIVEL

Σ Dn

NIVEL

Σ Dn

IV III II I

4.702 4.545 4.397 4.248

VIII VII VI V

5.475 5.054 4.872 4.702

5.50

G

H

7.1.3 .- CALCULO DE LA CORTANTE EN CADA COLUMNA NIVEL

Σ Dn

VIII VII VI V IV III II I

5.475 5.054 4.872 4.702 4.702 4.545 4.397 4.248

Vn = Vt Dn

ΣDn

COLUMNA A

COLUMNA B

COLUMNA C

COLUMNA D

NIVEL

Vt

Dn

Vn

Dn

Vn

Dn

Vn

Dn

Vn

VIII VII VI V IV III II I

254.648 492.644 702.593 882.821 1030.375 1145.042 1224.770 1267.131

0.64201 0.521 0.506 0.491 0.491 0.477 0.464 0.54396

29.86 50.80 72.93 92.21 107.62 120.30 129.37 162.24

0.713 0.691 0.664 0.639 0.639 0.616 0.595 0.535

33.18 67.34 95.76 119.99 140.04 155.23 165.64 159.47

0.722 0.703 0.676 0.650 0.650 0.626 0.604 0.539

33.59 68.57 97.43 122.01 142.40 157.75 168.23 160.91

0.710 0.684 0.658 0.633 0.633 0.611 0.590 0.533

33.02 66.68 94.85 118.90 138.77 153.87 164.24 158.94

COLUMNA E

COLUMNA F

COLUMNA G

COLUMNA H

NIVEL

Vt

Dn

Vn

Dn

Vn

Dn

Vn

Dn

Vn

VIII VII VI V IV III II I

254.648 492.644 702.593 882.821 1030.375 1145.042 1224.770 1267.131

0.676 0.637 0.614 0.593 0.593 0.573 0.555 0.515

31.46 62.12 88.60 111.33 129.94 144.40 154.46 153.58

0.672 0.631 0.609 0.588 0.588 0.568 0.550 0.513

31.26 61.51 87.76 110.32 128.76 143.13 153.15 152.92

0.697 0.665 0.640 0.617 0.617 0.596 0.576 0.526

32.41 64.84 92.33 115.85 135.22 150.07 160.31 156.83

0.64201 0.521 0.506 0.491 0.491 0.477 0.464 0.54396

29.86 50.80 72.93 92.21 107.62 120.30 129.37 162.24

7.1.3 .- CALCULO DE LA CORTANTE EN CADA COLUMNA Se calcula con la siguiente formula:

Y = Y 0 + Y1 + Y 2 + Y3 Y0

=

Altura estandar del punto de inflexión ( TABLA 01)

# DE Nivel PISO VII VII VI V 8 IV III II I

Y1

=

0.1 -0.20 0.00 0.15 0.30 0.40 0.60 0.85 1.30

0.2 0.05 0.20 0.30 0.35 0.45 0.50 0.65 1.00

Y0 = ALTURA ESTANDAR DEL PUNTO DE INFLEXION k 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.15 0.20 0.25 0.30 0.30 0.35 0.35 0.35 0.30 0.35 0.35 0.40 0.40 0.40 0.40 0.45 0.35 0.40 0.40 0.45 0.45 0.45 0.45 0.45 0.40 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.60 0.55 0.55 0.55 0.50 0.50 0.50 0.50 0.90 0.75 0.75 0.70 0.70 0.70 0.65 0.65

2.0 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.60

3.0 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.55

4.0 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.55

5.0 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.55

Término de corrección (TABLA 02) con respecto a α1

α1 =

Kv1 + Kv2 Kv3 + Kv4

Como Kviga superior y Kviga inferior son iguales entonces la divsion es igual a 1

α1 No se considera para el primer piso

Y2

=

Término de correción debido al piso superior (TABLA 03) hu = Altura del piso superior h = Altura del piso en cálculo Y2 = Para el ultimo piso no existe

h α2 = u h Y3

=

Término de correción debido al piso inferior (TABLA 03) hi = Altura del piso superior h = Altura del piso en cálculo Y3 = Para el ultimo piso no existe

α3 = hi h

α1 2.0 1.8 1.6 1.4 1.2 1.0 0.8 0.6 0.4

α2

0.1 0.25 0.20 0.15 0.10 0.05 0 -0.05 -0.10 -0.15 -0.20 -0.25

0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

0.2 0.15 0.15 0.10 0.05 0.05 0 -0.05 -0.05 -0.10 -0.15 -0.15

Y2 : Termino de corrección debido al piso superior Y3 : Termino de corrección debido al piso inferior k 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 2.0 3.0 0.15 0.10 0.10 0.10 0.10 0.10 0.05 0.05 0.05 0.05 0.10 0.10 0.10 0.05 0.05 0.05 0.05 0.05 0.05 0 0.10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 0 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 0 0 0.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.05 0 0 0 0 0 0 0 0 0 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 0 0 0 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 0 0 -0.10 -0.10 -0.10 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 0 -0.15 -0.10 -0.10 -0.10 -0.10 -0.10 -0.05 -0.05 -0.05 -0.05

4.0 0 0 0 0 0 0 0 0 0 0 0

5.0 0 0 0 0 0 0 0 0 0 0 0

7.1.4 .- PUNTOS DE INFLEXION K inf - Yo inf K Yo K sup - Yo sup

2.00 2.07 3.00

=

-

0.60 Yo 0.55

2.00 2.07

-

3.00 3.00

=

0.60 Yo

-

0.55 0.55

-1.00 -0.93

=

Yo

0.05 - 0.55

Yo =

0.597

Para Interpolación Nivel

EJE

h colum

K inf

Y0 inf

K sup

Y0 sup

K

α1

α2

α3

Y0

Y1

Y2

Y3

Y

VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I

A A A A A A A A B B B B B B B B C C C C C C C C

2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00

2.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 2.0

0.45 0.45 0.45 0.45 0.50 0.50 0.50 0.60 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.60 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.60

3.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 3.0 3.0 4.0 4.0 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 3.0

0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.55 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.55 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.55

2.220 1.490 1.597 1.703 1.703 1.810 1.916 2.129 2.813 2.609 2.795 2.981 2.981 3.168 3.354 2.009 2.899 2.721 2.915 3.110 3.110 3.304 3.499 2.070

1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ

Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90 Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90 Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90

1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ 1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ 1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ

0.450 0.450 0.480 0.485 0.500 0.500 0.500 0.594 0.450 0.480 0.500 0.500 0.500 0.500 0.500 0.599 0.450 0.486 0.500 0.500 0.500 0.500 0.500 0.597

0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ

Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0

0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ

0.45 0.45 0.48 0.49 0.50 0.50 0.50 0.59 0.45 0.48 0.50 0.50 0.50 0.50 0.50 0.60 0.45 0.49 0.50 0.50 0.50 0.50 0.50 0.60

K inf - Yo inf K Yo K sup - Yo sup

2.00 2.13 3.00

=

-

0.60 Yo 0.55

2.00 2.13

-

3.00 3.00

=

0.60 Yo

-

0.55 0.55

-1.00 -0.87

=

Yo

0.05 - 0.55

Yo =

0.59

Para Interpolación Nivel

EJE

h colum

K inf

Y0 inf

K sup

Y0 sup

K

α1

α2

α3

Y0

Y1

Y2

Y3

Y

VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I

D D D D D D D D E E E E E E E E F F F F F F F F G G G G G G G G H H H H H H H H

2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00

2.0 2.0 2.0 2.0 2.0 3.0 3.0 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 1.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0

0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.65 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.65 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.65 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.65 0.45 0.45 0.45 0.45 0.50 0.50 0.50 0.60

3.0 3.0 3.0 3.0 3.0 4.0 4.0 2.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 3.0 3.0 3.0 3.0 4.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0

0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.6 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.6 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.6 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.6 0.45 0.45 0.50 0.50 0.50 0.50 0.50 0.55

2.782 2.551 2.733 2.915 2.915 3.097 3.279 1.987 2.486 2.185 2.341 2.498 2.498 2.654 2.810 1.776 2.452 2.141 2.294 2.447 2.447 2.600 2.753 1.751 2.661 2.396 2.567 2.738 2.738 2.909 3.080 1.901 2.220 1.490 1.597 1.703 1.703 1.810 1.916 2.129

1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ξ

Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90 Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90 Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90 Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90 Ξ 1.00 0.93 0.94 1.00 0.94 0.94 0.90

1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ 1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ 1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ 1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ 1.00 1.07 1.07 1.00 1.06 1.06 1.11 Ξ

0.450 0.478 0.500 0.500 0.500 0.500 0.500 0.601 0.450 0.459 0.500 0.500 0.500 0.500 0.500 0.611 0.450 0.457 0.500 0.500 0.500 0.500 0.500 0.612 0.450 0.470 0.500 0.500 0.500 0.500 0.500 0.605 0.450 0.450 0.479 0.485 0.500 0.500 0.500 0.594

0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ

Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0

0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ 0 0 0 0 0 0 0 Ξ

0.45 0.48 0.50 0.50 0.50 0.50 0.50 0.60 0.45 0.46 0.50 0.50 0.50 0.50 0.50 0.61 0.45 0.46 0.50 0.50 0.50 0.50 0.50 0.61 0.45 0.47 0.50 0.50 0.50 0.50 0.50 0.61 0.45 0.45 0.48 0.49 0.50 0.50 0.50 0.59

7.1.4 .- MOMENTOS EN LAS COLUMNAS

MCOL

- ABAJO

Nivel EJE VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I VIII VII VI V IV III II I

A A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D E E E E E E E E F F F F F F F F G G G G G G G G H H H H H H H H

= V. h . Y

MCOL - ARRIBA = V . h . (1 - Y)

Vn

h

Y

1-Y

29.86 50.80 72.93 92.21 107.62 120.30 129.37 162.24 33.18 67.34 95.76 119.99 140.04 155.23 165.64 159.47 33.59 68.57 97.43 122.01 142.40 157.75 168.23 160.91 33.02 66.68 94.85 118.90 138.77 153.87 164.24 158.94 31.46 62.12 88.60 111.33 129.94 144.40 154.46 153.58 31.26 61.51 87.76 110.32 128.76 143.13 153.15 152.92 32.41 64.84 92.33 115.85 135.22 150.07 160.31 156.83 29.86 50.80 72.93 92.21 107.62 120.30 129.37 162.24

2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00 2.80 2.80 3.00 3.20 3.20 3.40 3.60 4.00

0.45 0.45 0.48 0.49 0.50 0.50 0.50 0.59 0.45 0.48 0.50 0.50 0.50 0.50 0.50 0.60 0.45 0.49 0.50 0.50 0.50 0.50 0.50 0.60 0.45 0.48 0.50 0.50 0.50 0.50 0.50 0.60 0.45 0.46 0.50 0.50 0.50 0.50 0.50 0.61 0.45 0.46 0.50 0.50 0.50 0.50 0.50 0.61 0.45 0.47 0.50 0.50 0.50 0.50 0.50 0.61 0.45 0.45 0.48 0.49 0.50 0.50 0.50 0.59

0.55 0.55 0.52 0.52 0.50 0.50 0.50 0.41 0.55 0.52 0.50 0.50 0.50 0.50 0.50 0.40 0.55 0.51 0.50 0.50 0.50 0.50 0.50 0.40 0.55 0.52 0.50 0.50 0.50 0.50 0.50 0.40 0.55 0.54 0.50 0.50 0.50 0.50 0.50 0.39 0.55 0.54 0.50 0.50 0.50 0.50 0.50 0.39 0.55 0.53 0.50 0.50 0.50 0.50 0.50 0.40 0.55 0.55 0.52 0.52 0.50 0.50 0.50 0.41

Mcol ABAJO Mcol ARRIBA 37.626 45.988 64.005 78.229 105.020 113.772 143.110 151.962 172.195 172.195 204.503 204.503 232.874 232.874 385.487 263.481 41.801 51.090 90.503 98.045 143.633 143.633 191.982 191.982 224.070 224.070 263.889 263.889 298.146 298.146 382.083 255.785 42.323 51.728 93.306 98.682 146.150 146.150 195.219 195.219 227.847 227.847 268.175 268.175 302.817 302.817 384.242 259.380 41.610 50.857 89.242 97.457 142.279 142.279 190.240 190.240 222.036 222.036 261.580 261.580 295.627 295.627 382.099 253.673 39.639 48.448 79.831 94.093 132.894 132.894 178.126 178.126 207.898 207.898 245.482 245.482 278.024 278.024 375.357 238.975 39.393 48.147 78.708 93.520 131.643 131.643 176.508 176.508 206.009 206.009 243.326 243.326 275.661 275.661 374.346 237.331 40.837 49.912 85.326 96.219 138.498 138.498 185.366 185.366 216.348 216.348 255.112 255.112 288.563 288.563 379.527 247.790 37.626 45.988 64.005 78.229 104.801 113.991 143.110 151.962 172.195 172.195 204.503 204.503 232.874 232.874 385.487 263.481

DIAGRAMA DE MOMENTOS EN COLUMNAS DEL PORTICO PRINCIPAL A-A, B-B, C-C, D-D, E-E, F-F, G-G, H-H

45.99

51.09

29.86

51.73

50.80

78.23

50.86

72.93

98.04

48.45

92.21

98.68

48.15

107.62

97.46

49.91

120.30

94.09

45.99

129.37

93.52

162.24

96.22

78.23

37.63

41.80

42.32

41.61

39.64

39.39

40.84

37.63

33.18

67.34

95.76

119.99

140.04

155.23

165.64

159.47

113.77

143.63

146.15

142.28

132.89

131.64

138.50

113.99

64.01

90.50

93.31

89.24

79.83

78.71

85.33

64.01

33.59

68.57

97.43

122.01

142.40

157.75

168.23

160.91

151.96

191.98

195.22

190.24

178.13

176.51

185.37

151.96

105.02

143.63

146.15

142.28

132.89

131.64

138.50

104.80

33.02

66.68

94.85

118.90

138.77

153.87

164.24

158.94

172.20 143.11

224.07

31.46

62.12

204.50 172.20

232.87

32.41

263.48

29.86

385.49

382.08 5.50

A

143.11

88.60

111.33

129.94

144.40

154.46

153.58

261.58

B

245.48

227.85

222.04

207.90

87.76

110.32

128.76

295.63

243.33

255.11

206.01 143.13

278.02

204.50

216.35

172.20

153.15

152.92

275.66

288.56

232.87

268.17

261.58

245.48

243.33

255.11

204.50

92.33

115.85

135.22

150.07

160.31

156.83

259.38

253.67

302.82

50.80

172.20

185.37

255.78 298.15

216.35

176.51

302.82

64.84

206.01

178.13

298.15 263.89

207.90

190.24

268.17

61.51

204.50

222.04

195.22

263.89 224.07

31.26

232.87

227.85

191.98

295.63

72.93

238.98

92.21

384.24

382.10

6.20

5.20

C

107.62

375.36

263.48

288.56

232.87

120.30

129.37

162.24

379.53

6.40

E

247.79

275.66

374.35

6.80

D

237.33

278.02

385.49

7.00

F

5.50

G

H

45.99

78.23

113.99

151.96

172.20

204.50

232.87

263.48