hojas_de_calculo(1).xls

5/21/2018 hojas_de_calculo(1).xls

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11.5 METRADO DE CARGAS

Peso de la Losa Aligerada = 280 kg/m2. (e=0.17m)

Peso de Albailera = 1,800 kg/m3.Peso de Acabados = 100 kg/m2.

Peso del Concreto Armado = 2,400 kg/m3.

Sobrecargas (s/c) 1, 2, 3 nivel = 200 kg/m2. (vivienda)

Sobrecargas (s/c) 4 nivel = 150 kg/m2. (vivienda)

11.6 ANALISIS Y DISEO DE MUROS11.6.1 DENOMINACION Y LONGITUDES DE MURO EN CADA DIRECCION

t=0.13m t=0.23m t=0.13m t=0.23m1X 4.15 1Y 8.35

2X 2.60 2Y 3.90

3X 3.60 3Y 3.45

4X 3.60 4Y 3.90

5X 2.20 5Y 2.05

6X 7.35 6Y 3.10

7X 5.75 7Y 1.75

8X 4.00 8Y 8.35

9X 4.15 9Y 1.7510X 2.60 10Y 3.10

11X 3.60 11Y 2.05

12X 3.60 12Y 3.90

13X 2.20 13Y 3.45

14X 5.75 14Y 3.90

15Y 8.35

16Y 2.90

17Y 2.90

Totales 27.25 27.90 23.90 43.25

11.6.2 VERIFICACION DE LA DENSIDAD DE MUROS

Area en planta de la edificacin por piso Ap = 257.67 m2.

Nmero de pisos N = 4 pisos

Eje X:

Muro Direccin X Muro Direccin Y

AmAp


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Area de Muros Am = 9.96 m2.

Am / Ap = 0.0387

N / 140 = 0.0286

Am / Ap > N/140 = 0.74

Eje Y:Area de Muros Am = 13.05 m2.

Am / Ap = 0.0507

N / 140 = 0.0286

Am / Ap > N/140 = 0.56

Parmetros ValoresZ 0.40

U 1.00

S 1.20

Lt / Ap Z.U.S.N / 56

Area de corte de todos los muros Lt = 23.014 m2.

Lt / Ap = 0.0893 adimZ.U.S.N / 56 = 0.0343 adim

Lt / Ap Z.U.S.N / 56 0.38

Descripcin

Zona 3 (Piura)

Edificacin para vivienda (categora C)

Suelos flexibles o con estratos de gran espesor S3


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> N140


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VerArt.5

Art.10

Art.6


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11.6.3 ANALISIS POR CARGA VERTICAL

a) Metrado de cargas y clculo de los esfuerzos actuantes

Peso de Albailera = 1,800 kg/m3.

Nmero de pisos = 4 pisosPeso de la Losa Aligerada = 280 kg/m2. (e=0.17m)

Peso de Acabados = 100 kg/m2.

Peso del Concreto Armado = 2,400 kg/m3.

Altura del muro = 2.40 m.Sobrecargas (s/c) 1, 2, 3 nivel = 200 kg/m2. (vivienda)


DIRECCION "Y" - PRIMER PISO

Muro Espesor

(m)

Area

tributaria

(m2)

Peso propio

muros

(kg)

Peso

aligerado

e = 0.17

(kg)

Peso

acabados de

aligerado

(kg)

1Y 0.23 1.900 3,974.40 2,128.00 760.00

2Y 0.23 3.600 3,974.40 4,032.00 1,440.00

3Y 0.23 3.600 3,974.40 4,032.00 1,440.00

4Y 0.13 3.650 2,246.40 4,088.00 1,460.00

5Y 0.13 3.650 2,246.40 4,088.00 1,460.00

6Y 0.13 0.000 2,246.40 0.00 0.00

7Y 0.23 1.825 3,974.40 2,044.00 730.00

8Y 0.23 3.650 3,974.40 4,088.00 1,460.00

9Y 0.23 1.825 3,974.40 2,044.00 730.00

10Y 0.13 0.000 2,246.40 0.00 0.00

11Y 0.13 3.650 2,246.40 4,088.00 1,460.00

12Y 0.13 3.650 2,246.40 4,088.00 1,460.00

13Y 0.23 3.600 3,974.40 4,032.00 1,440.00

14Y 0.23 3.600 3,974.40 4,032.00 1,440.00

15Y 0.23 1.900 3,974.40 2,128.00 760.0016Y 0.13 0.000 2,246.40 0.00 0.00

17Y 0.13 0.000 2,246.40 0.00 0.00

DIRECCION "X" - PRIMER PISO


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Muro Espesor

(m)

Area

tributaria

(m2)

Peso propio

muros

(kg)

Peso

aligerado

e = 0.17

(kg)

Peso

acabados de

aligerado

(kg)

1X 0.23 0.000 3,974.40 0.00 0.002X 0.23 0.000 3,974.40 0.00 0.00

3X 0.23 0.000 3,974.40 0.00 0.00

4X 0.23 0.000 3,974.40 0.00 0.00

5X 0.13 2.125 2,246.40 2,380.00 850.00

6X 0.13 2.125 2,246.40 2,380.00 850.00

7X 0.13 2.125 2,246.40 2,380.00 850.00

8X 0.13 0.600 2,246.40 672.00 240.00

9X 0.23 0.000 3,974.40 0.00 0.00

10X 0.23 0.000 3,974.40 0.00 0.00

11X 0.23 0.000 3,974.40 0.00 0.00

12X 0.23 0.000 3,974.40 0.00 0.00

13X 0.13 2.125 2,246.40 2,380.00 850.00

14X 0.13 2.125 2,246.40 2,380.00 850.00

b) Clculo del Esfuerzo Admisible (Fa)

Esfuerzo resistente a la compresin del muro de ladril f'm = 60

Altura del muro de ladrillo h = 2.40

Para t = 0.13 m. t = 0.13Esfuerzo Admisible Fa = 8.66

Para t = 0.23 m. t = 0.23Esfuerzo Admisible Fa = 10.93

Fa = 0.20 f'm ( 1 - (


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Peso

parapeto

(kg)

Total carga

muerta "Pd"

(kg)

Total carga

viva "Pl"

(kg)

Esfuerzo

act. por

carga

muerta fd

k /cm2

Esfuerzo

act. por

carga viva fl

(kg/cm2)

Esfuerzo

act. total

fa (kg/cm2)

210.60 7,073.00 1,425.00 3.08 0.62 3.69 0.34

0.00 9,446.40 2,700.00 4.11 1.17 5.28 0.48

0.00 9,446.40 2,700.00 4.11 1.17 5.28 0.48

0.00 7,794.40 2,737.50 6.00 2.11 8.10 0.94

0.00 7,794.40 2,737.50 6.00 2.11 8.10 0.94

0.00 2,246.40 0.00 1.73 0.00 1.73 0.20

0.00 6,748.40 1,368.75 2.93 0.60 3.53 0.32

0.00 9,522.40 2,737.50 4.14 1.19 5.33 0.49

0.00 6,748.40 1,368.75 2.93 0.60 3.53 0.32

0.00 2,246.40 0.00 1.73 0.00 1.73 0.20

0.00 7,794.40 2,737.50 6.00 2.11 8.10 0.94

0.00 7,794.40 2,737.50 6.00 2.11 8.10 0.94

0.00 9,446.40 2,700.00 4.11 1.17 5.28 0.48

0.00 9,446.40 2,700.00 4.11 1.17 5.28 0.48

210.60 7,073.00 1,425.00 3.08 0.62 3.69 0.34210.60 2,457.00 0.00 1.89 0.00 1.89 0.22

210.60 2,457.00 0.00 1.89 0.00 1.89 0.22


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Peso

parapeto

(kg)

Total carga

muerta "Pd"

(kg)

Total carga

viva "Pl"

(kg)

Es uerzo

act. por

carga

muerta fd

k /cm2

Esfuerzo

act. por

carga viva fl

(kg/cm2)

Esfuerzo

act. total

fa (kg/cm2)

210.60 4,185.00 0.00 1.82 0.00 1.82 0.170.00 3,974.40 0.00 1.73 0.00 1.73 0.16

0.00 3,974.40 0.00 1.73 0.00 1.73 0.16

0.00 3,974.40 0.00 1.73 0.00 1.73 0.16

0.00 5,476.40 1,593.75 4.21 1.23 5.44 0.63

210.60 5,687.00 1,593.75 4.37 1.23 5.60 0.65

210.60 5,687.00 1,593.75 4.37 1.23 5.60 0.65

210.60 3,369.00 450.00 2.59 0.35 2.94 0.34

210.60 4,185.00 0.00 1.82 0.00 1.82 0.17

0.00 3,974.40 0.00 1.73 0.00 1.73 0.16

0.00 3,974.40 0.00 1.73 0.00 1.73 0.16

0.00 3,974.40 0.00 1.73 0.00 1.73 0.16

0.00 5,476.40 1,593.75 4.21 1.23 5.44 0.63

210.60 5,687.00 1,593.75 4.37 1.23 5.60 0.65

Kg/cm2.

m.

m.

Kg/cm2.

m.

Kg/cm2.

h / 35 t )


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11.6.4 CALCULO DEL PESO TOTAL DEL EDIFICIO (P)

Peso de Albailera = 1,800 kg/m3.

Longitud de muros portantes en direccin "X"Para t = 0.13 m., son: 27.25 m.

Para t = 0.23 m., son: 27.90 m.

Longitud de muros portantes en direccin "Y"Para t = 0.13 m., son: 23.90 m.

Para t = 0.23 m., son: 43.25 m.

Altura del muro hm = 2.40 m.

Espesor efectivo del muro e_t1 = 0.13 m.

Espesor efectivo del muro e_t2 = 0.23 m.Longitud de muros no portantes 2.90 m.

Longitud de alfizares 20.55 m.

Altura de alfizar ha = 0.90 m.

Nmero de pisos = 4 pisosPeso de la Losa Aligerada = 280 kg/m2. (e=0.17m)

Peso de Acabados = 100 kg/m2.

Area techada 257.67 m2.Sobrecargas (s/c) 1, 2, 3 nivel = 200 kg/m2. (vivienda)


Longitud del parapeto Lp = 76.70 m.

Altura del parapeto hp = 0.90 m.

Piso

Peso de

muros

portantes

(1)

Peso de

muros no

portantes

(2)

Peso de

alfizares

(3)

Peso de losa

aligerada

(4)

Peso de

acabados

(5)

1 99,420.480 1,628.640 4,327.830 72,147.600 25,767.000

2 99,420.480 1,628.640 4,327.830 72,147.600 25,767.0003 99,420.480 1,628.640 4,327.830 72,147.600 25,767.000

4 99,420.480 1,628.640 4,327.830 72,147.600 25,767.000

397,681.920 6,514.560 17,311.320 ####### 103,068.000


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Peso de

parapeto

(6)

ota

carga muerta

"D"

(7)

=(1)+(2)++(6

Total

carga

viva "L"

(8)

Peso

total

P=D+L

(9)

=(7)+(8)

0.000 203,291.550 12,883.500 216,175.050

0.000 203,291.550 12,883.500 216,175.0500.000 203,291.550 12,883.500 216,175.050

16,153.020 219,444.570 9,662.625 229,107.195

16,153.020 829,319.220 48,313.125 877,632.345


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11.6.5 CALCULO DE LA FUERZA CORTANTE EN LA BASE DEL EDIFICIO (V)

V = ZUCS P / R V = K P

C = 2.5 ( Tp / T ) C < = 2.5

T = hn / Ct C / R > = 0.125

Parmetros ValoresZ 0.40

U 1.00

S 1.20

R 6.00

Tp 0.90hn 10.28

Ct 60.00

T 0.17

C_calc 13.13

C_asum 2.50

C/R_calc 0.42

C/R_asum 0.42

K 0.20

P 877,632.35

V 175,526.47

11.6.6 DISTRIBUCION DE LA FUERZA CORTANTE EN ALTURA

PISO Pi hi Pi.hiPi.hiPi.hi

Fi

4 229,107.20 10.28 2,355,221.96 0.414 72,671.80

3 216,175.05 7.71 1,666,709.64 0.293 51,427.33

2 216,175.05 5.14 1,111,139.76 0.195 34,284.89

1 216,175.05 2.57 555,569.88 0.098 17,142.44

877,632.35 5,688,641.24 175,526.47

DescripcinZona 3 (Piura)

Edificacin para vivienda (categora C)

Suelos flexibles o con estratos de gran espesor S3

Estructura de albailera armada o confinada

Factor segn el periodo de vibracin de suelo

Peso total de la edificacin en kg

Fuerza cortante en la base de la estructura en kg

Factor C / R calculado

Factor C / R asumido

Altura total de la edificacin en metros

Coeficiente para estimar el periodo fundamental

Periodo fundamental de la estructura

Coeficiente de amplificacin ssmica

Coeficiente de amplificacin ssmica

Coeficiente de proporcionalidad


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VerArt.5 0.40

Art.10 1.00

Art.6 1.40

Art.12 3.00

Art.6 0.9010.28

Art.17 60.00

Art.17 0.17

Art.7 13.13

Art.7 2.50

Art.17 0.83

Art.17 0.13

0.07

0.00

Art.17 0.00

Vi

72,671.80

124,099.13

158,384.02

175,526.47


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11.6.7 DISTRIBUCION DE LA FUERZA CORTANTE DE NIVEL EN CADA MUROPiso 01 Datos geomtricos Piso 02 Datos geo

Muro h t l x y Muro h1X 2.40 0.23 4.15 3.675 12.325 1X 2.40

2X 2.40 0.23 2.60 1.300 8.675 2X 2.403X 2.40 0.23 3.60 6.550 8.675 3X 2.40

4X 2.40 0.23 3.60 6.550 7.175 4X 2.40

5X 2.40 0.13 2.20 2.700 4.175 5X 2.40

6X 2.40 0.13 7.35 10.875 4.175 6X 2.40

7X 2.40 0.13 5.75 4.475 0.075 7X 2.40

8X 2.40 0.13 4.00 10.850 0.075 8X 2.40

9X 2.40 0.23 4.15 18.075 12.325 9X 2.40

10X 2.40 0.23 2.60 20.450 8.675 10X 2.40

11X 2.40 0.23 3.60 15.200 8.675 11X 2.40

12X 2.40 0.23 3.60 15.200 7.175 12X 2.4013X 2.40 0.13 2.20 19.050 4.175 13X 2.40

14X 2.40 0.13 5.75 17.275 0.075 14X 2.40

1Y 2.40 8.35 0.23 0.125 8.275 1Y 2.40

2Y 2.40 3.90 0.23 3.675 10.500 2Y 2.40

3Y 2.40 3.45 0.23 3.675 5.825 3Y 2.40

4Y 2.40 3.90 0.13 7.275 10.500 4Y 2.40

5Y 2.40 2.05 0.13 7.275 5.125 5Y 2.40

6Y 2.40 3.10 0.13 7.275 1.550 6Y 2.40

7Y 2.40 1.75 0.23 8.225 7.925 7Y 2.40

8Y 2.40 8.35 0.23 10.875 8.275 8Y 2.40

9Y 2.40 1.75 0.23 13.525 7.925 9Y 2.4010Y 2.40 3.10 0.13 14.475 1.550 10Y 2.40

11Y 2.40 2.05 0.13 14.475 5.125 11Y 2.40

12Y 2.40 3.90 0.13 14.475 10.500 12Y 2.40

13Y 2.40 3.45 0.23 18.075 5.825 13Y 2.40

14Y 2.40 3.90 0.23 18.075 10.500 14Y 2.40

15Y 2.40 8.35 0.23 21.625 8.275 15Y 2.40

16Y 2.40 2.90 0.13 9.550 2.800 16Y 2.40

17Y 2.40 2.90 0.13 12.200 2.800 17Y 2.40


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mtricos Piso 03 Datos geomtricos

t l x y Muro h t l x0.23 4.15 3.675 12.325 1X 2.40 0.23 4.15 3.675

0.23 2.60 1.300 8.675 2X 2.40 0.23 2.60 1.3000.23 3.60 6.550 8.675 3X 2.40 0.23 3.60 6.550

0.23 3.60 6.550 7.175 4X 2.40 0.23 3.60 6.550

0.13 2.20 2.700 4.175 5X 2.40 0.13 2.20 2.700

0.13 7.35 10.875 4.175 6X 2.40 0.13 7.35 10.875

0.13 5.75 4.475 0.075 7X 2.40 0.13 5.75 4.475

0.13 4.00 10.850 0.075 8X 2.40 0.13 4.00 10.850

0.23 4.15 18.075 12.325 9X 2.40 0.23 4.15 18.075

0.23 2.60 20.450 8.675 10X 2.40 0.23 2.60 20.450

0.23 3.60 15.200 8.675 11X 2.40 0.23 3.60 15.200

0.23 3.60 15.200 7.175 12X 2.40 0.23 3.60 15.2000.13 2.20 19.050 4.175 13X 2.40 0.13 2.20 19.050

0.13 5.75 17.275 0.075 14X 2.40 0.13 5.75 17.275

8.35 0.23 0.125 8.275 1Y 2.40 8.35 0.23 0.125

3.90 0.23 3.675 10.500 2Y 2.40 3.90 0.23 3.675

3.45 0.23 3.675 5.825 3Y 2.40 3.45 0.23 3.675

3.90 0.13 7.275 10.500 4Y 2.40 3.90 0.13 7.275

2.05 0.13 7.275 5.125 5Y 2.40 2.05 0.13 7.275

3.10 0.13 7.275 1.550 6Y 2.40 3.10 0.13 7.275

1.75 0.23 8.225 7.925 7Y 2.40 1.75 0.23 8.225

8.35 0.23 10.875 8.275 8Y 2.40 8.35 0.23 10.875

1.75 0.23 13.525 7.925 9Y 2.40 1.75 0.23 13.5253.10 0.13 14.475 1.550 10Y 2.40 3.10 0.13 14.475

2.05 0.13 14.475 5.125 11Y 2.40 2.05 0.13 14.475

3.90 0.13 14.475 10.500 12Y 2.40 3.90 0.13 14.475

3.45 0.23 18.075 5.825 13Y 2.40 3.45 0.23 18.075

3.90 0.23 18.075 10.500 14Y 2.40 3.90 0.23 18.075

8.35 0.23 21.625 8.275 15Y 2.40 8.35 0.23 21.625

2.90 0.13 9.550 2.800 16Y 2.40 2.90 0.13 9.550

2.90 0.13 12.200 2.800 17Y 2.40 2.90 0.13 12.200


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Piso 04 Datos geomtricos

y Muro h t l x y12.325 1X 2.40 0.23 4.15 3.675 12.325

8.675 2X 2.40 0.23 2.60 1.300 8.6758.675 3X 2.40 0.23 3.60 6.550 8.675

7.175 4X 2.40 0.23 3.60 6.550 7.175

4.175 5X 2.40 0.13 2.20 2.700 4.175

4.175 6X 2.40 0.13 7.35 10.875 4.175

0.075 7X 2.40 0.13 5.75 4.475 0.075

0.075 8X 2.40 0.13 4.00 10.850 0.075

12.325 9X 2.40 0.23 4.15 18.075 12.325

8.675 10X 2.40 0.23 2.60 20.450 8.675

8.675 11X 2.40 0.23 3.60 15.200 8.675

7.175 12X 2.40 0.23 3.60 15.200 7.1754.175 13X 2.40 0.13 2.20 19.050 4.175

0.075 14X 2.40 0.13 5.75 17.275 0.075

8.275 1Y 2.40 8.35 0.23 0.125 8.275

10.500 2Y 2.40 3.90 0.23 3.675 10.500

5.825 3Y 2.40 3.45 0.23 3.675 5.825

10.500 4Y 2.40 3.90 0.13 7.275 10.500

5.125 5Y 2.40 2.05 0.13 7.275 5.125

1.550 6Y 2.40 3.10 0.13 7.275 1.550

7.925 7Y 2.40 1.75 0.23 8.225 7.925

8.275 8Y 2.40 8.35 0.23 10.875 8.275

7.925 9Y 2.40 1.75 0.23 13.525 7.9251.550 10Y 2.40 3.10 0.13 14.475 1.550

5.125 11Y 2.40 2.05 0.13 14.475 5.125

10.500 12Y 2.40 3.90 0.13 14.475 10.500

5.825 13Y 2.40 3.45 0.23 18.075 5.825

10.500 14Y 2.40 3.90 0.23 18.075 10.500

8.275 15Y 2.40 8.35 0.23 21.625 8.275

2.800 16Y 2.40 2.90 0.13 9.550 2.800

2.800 17Y 2.40 2.90 0.13 12.200 2.800


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11.6.7.2 Clculo de rigideces de muros en la direccin "X":Piso 01 Rigideces de muros en la direccin "X":

Muro

(1)

3 ( h / l )

(2)

4 ( h / l )^3

(3)

(4)

=(2)+(3)

Kx / Em

1X 1.7349 0.7737 2.5086 0.091685

2X 2.7692 3.1461 5.9153 0.038882

3X 2.0000 1.1852 3.1852 0.072209

4X 2.0000 1.1852 3.1852 0.072209

5X 3.2727 5.1931 8.4658 0.015356

6X 0.9796 0.1393 1.1189 0.116190

7X 1.2522 0.2909 1.5430 0.084249

8X 1.8000 0.8640 2.6640 0.048799

9X 1.7349 0.7737 2.5086 0.091685

10X 2.7692 3.1461 5.9153 0.03888211X 2.0000 1.1852 3.1852 0.072209

12X 2.0000 1.1852 3.1852 0.072209

13X 3.2727 5.1931 8.4658 0.015356

14X 1.2522 0.2909 1.5430 0.084249

1Y 31.3043 4,544.7522 4576.0565 0.001825

2Y 31.3043 4,544.7522 4576.0565 0.000852

3Y 31.3043 4,544.7522 4576.0565 0.000754

4Y 55.3846 25,168.8666 25224.2513 0.000155

5Y 55.3846 25,168.8666 25224.2513 0.000081

6Y 55.3846 25,168.8666 25224.2513 0.000123

7Y 31.3043 4,544.7522 4576.0565 0.000382

8Y 31.3043 4,544.7522 4576.0565 0.001825

9Y 31.3043 4,544.7522 4576.0565 0.000382

10Y 55.3846 25,168.8666 25224.2513 0.000123

11Y 55.3846 25,168.8666 25224.2513 0.000081

12Y 55.3846 25,168.8666 25224.2513 0.000155

13Y 31.3043 4,544.7522 4576.0565 0.000754

14Y 31.3043 4,544.7522 4576.0565 0.000852

15Y 31.3043 4,544.7522 4576.0565 0.001825

16Y 55.3846 25,168.8666 25224.2513 0.000115

17Y 55.3846 25,168.8666 25224.2513 0.000115

0.924569

11.6.7.3 Clculo de rigideces de muros en la direccin "Y":Piso 01 Rigideces de muros en la direccin "Y":


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Muro(1)

3 ( h / l )(2)

4 ( h / l )^3(3)

(4)=(2)+(3)

Ky / Em

1X 31.3043 4,544.7522 4576.0565 0.000907

2X 31.3043 4,544.7522 4576.0565 0.000568

3X 31.3043 4,544.7522 4576.0565 0.000787

4X 31.3043 4,544.7522 4576.0565 0.000787

5X 55.3846 25,168.8666 25224.2513 0.000087

6X 55.3846 25,168.8666 25224.2513 0.000291

7X 55.3846 25,168.8666 25224.2513 0.000228

8X 55.3846 25,168.8666 25224.2513 0.000159

9X 31.3043 4,544.7522 4576.0565 0.000907

10X 31.3043 4,544.7522 4576.0565 0.000568

11X 31.3043 4,544.7522 4576.0565 0.000787

12X 31.3043 4,544.7522 4576.0565 0.000787

13X 55.3846 25,168.8666 25224.2513 0.00008714X 55.3846 25,168.8666 25224.2513 0.000228

1Y 0.8623 0.0950 0.9573 0.240270

2Y 1.8462 0.9322 2.7783 0.082783

3Y 2.0870 1.3466 3.4335 0.066986

4Y 1.8462 0.9322 2.7783 0.046791

5Y 3.5122 6.4185 9.9307 0.013091

6Y 2.3226 1.8561 4.1787 0.031110

7Y 4.1143 10.3176 14.4319 0.015937

8Y 0.8623 0.0950 0.9573 0.240270

9Y 4.1143 10.3176 14.4319 0.015937

10Y 2.3226 1.8561 4.1787 0.031110

11Y 3.5122 6.4185 9.9307 0.013091

12Y 1.8462 0.9322 2.7783 0.046791

13Y 2.0870 1.3466 3.4335 0.066986

14Y 1.8462 0.9322 2.7783 0.082783

15Y 0.8623 0.0950 0.9573 0.240270

16Y 2.4828 2.2673 4.7500 0.027368

17Y 2.4828 2.2673 4.7500 0.027368

1.296120


18/67

Piso 02 Rigideces de muros en la direccin "X": Piso 03 Rigideces de

Muro

(1)

3 ( h / l )

(2)

4 ( h / l)^3

(3)

(4)

=(2)+(3)

Kx / EmMuro

(1)

3 ( h / l )

(2)1X 1.7349 0.7737 2.5086 0.091685 1X 1.7349

2X 2.7692 3.1461 5.9153 0.038882 2X 2.7692

3X 2.0000 1.1852 3.1852 0.072209 3X 2.0000

4X 2.0000 1.1852 3.1852 0.072209 4X 2.0000

5X 3.2727 5.1931 8.4658 0.015356 5X 3.2727

6X 0.9796 0.1393 1.1189 0.116190 6X 0.9796

7X 1.2522 0.2909 1.5430 0.084249 7X 1.2522

8X 1.8000 0.8640 2.6640 0.048799 8X 1.8000

9X 1.7349 0.7737 2.5086 0.091685 9X 1.7349

10X 2.7692 3.1461 5.9153 0.038882 10X 2.769211X 2.0000 1.1852 3.1852 0.072209 11X 2.0000

12X 2.0000 1.1852 3.1852 0.072209 12X 2.0000

13X 3.2727 5.1931 8.4658 0.015356 13X 3.2727

14X 1.2522 0.2909 1.5430 0.084249 14X 1.2522

1Y 31.3043 4544.7522 4576.0565 0.001825 1Y 31.3043

2Y 31.3043 4544.7522 4576.0565 0.000852 2Y 31.3043

3Y 31.3043 4544.7522 4576.0565 0.000754 3Y 31.3043

4Y 55.3846 25168.8666 25224.2513 0.000155 4Y 55.3846

5Y 55.3846 25168.8666 25224.2513 0.000081 5Y 55.3846

6Y 55.3846 25168.8666 25224.2513 0.000123 6Y 55.3846

7Y 31.3043 4544.7522 4576.0565 0.000382 7Y 31.3043

8Y 31.3043 4544.7522 4576.0565 0.001825 8Y 31.3043

9Y 31.3043 4544.7522 4576.0565 0.000382 9Y 31.3043

10Y 55.3846 25168.8666 25224.2513 0.000123 10Y 55.3846

11Y 55.3846 25168.8666 25224.2513 0.000081 11Y 55.3846

12Y 55.3846 25168.8666 25224.2513 0.000155 12Y 55.3846

13Y 31.3043 4544.7522 4576.0565 0.000754 13Y 31.3043

14Y 31.3043 4544.7522 4576.0565 0.000852 14Y 31.3043

15Y 31.3043 4544.7522 4576.0565 0.001825 15Y 31.3043

16Y 55.3846 25168.8666 25224.2513 0.000115 16Y 55.3846

17Y 55.3846 25168.8666 25224.2513 0.000115 17Y 55.3846

0.924569

Piso 02 Rigideces de muros en la direccin "Y": Piso 03 Rigideces de


19/67

Muro(1)

3 ( h / l )(2)

4 ( h / l)^3(3)

(4)=(2)+(3)

Ky / EmMuro(1)

3 ( h / l )(2)

1X 31.3043 4544.7522 4576.0565 0.000907 1X 31.3043

2X 31.3043 4544.7522 4576.0565 0.000568 2X 31.3043

3X 31.3043 4544.7522 4576.0565 0.000787 3X 31.3043

4X 31.3043 4544.7522 4576.0565 0.000787 4X 31.3043

5X 55.3846 25168.8666 25224.2513 0.000087 5X 55.3846

6X 55.3846 25168.8666 25224.2513 0.000291 6X 55.3846

7X 55.3846 25168.8666 25224.2513 0.000228 7X 55.3846

8X 55.3846 25168.8666 25224.2513 0.000159 8X 55.3846

9X 31.3043 4544.7522 4576.0565 0.000907 9X 31.3043

10X 31.3043 4544.7522 4576.0565 0.000568 10X 31.3043

11X 31.3043 4544.7522 4576.0565 0.000787 11X 31.3043

12X 31.3043 4544.7522 4576.0565 0.000787 12X 31.3043

13X 55.3846 25168.8666 25224.2513 0.000087 13X 55.384614X 55.3846 25168.8666 25224.2513 0.000228 14X 55.3846

1Y 0.8623 0.0950 0.9573 0.240270 1Y 0.8623

2Y 1.8462 0.9322 2.7783 0.082783 2Y 1.8462

3Y 2.0870 1.3466 3.4335 0.066986 3Y 2.0870

4Y 1.8462 0.9322 2.7783 0.046791 4Y 1.8462

5Y 3.5122 6.4185 9.9307 0.013091 5Y 3.5122

6Y 2.3226 1.8561 4.1787 0.031110 6Y 2.3226

7Y 4.1143 10.3176 14.4319 0.015937 7Y 4.1143

8Y 0.8623 0.0950 0.9573 0.240270 8Y 0.8623

9Y 4.1143 10.3176 14.4319 0.015937 9Y 4.1143

10Y 2.3226 1.8561 4.1787 0.031110 10Y 2.3226

11Y 3.5122 6.4185 9.9307 0.013091 11Y 3.5122

12Y 1.8462 0.9322 2.7783 0.046791 12Y 1.8462

13Y 2.0870 1.3466 3.4335 0.066986 13Y 2.0870

14Y 1.8462 0.9322 2.7783 0.082783 14Y 1.8462

15Y 0.8623 0.0950 0.9573 0.240270 15Y 0.8623

16Y 2.4828 2.2673 4.7500 0.027368 16Y 2.4828

17Y 2.4828 2.2673 4.7500 0.027368 17Y 2.4828

1.296120


20/67

muros en la direccin "X": Piso 04 Rigideces de muros en la direccin "X":

4 ( h / l)^3

(3)

(4)

=(2)+(3)

Kx / EmMuro

(1)

3 ( h / l )

(2)

4 ( h / l)^3

(3)

(4)

=(2)+(3)0.7737 2.5086 0.091685 1X 1.7349 0.7737 2.5086

3.1461 5.9153 0.038882 2X 2.7692 3.1461 5.9153

1.1852 3.1852 0.072209 3X 2.0000 1.1852 3.1852

1.1852 3.1852 0.072209 4X 2.0000 1.1852 3.1852

5.1931 8.4658 0.015356 5X 3.2727 5.1931 8.4658

0.1393 1.1189 0.116190 6X 0.9796 0.1393 1.1189

0.2909 1.5430 0.084249 7X 1.2522 0.2909 1.5430

0.8640 2.6640 0.048799 8X 1.8000 0.8640 2.6640

0.7737 2.5086 0.091685 9X 1.7349 0.7737 2.5086

3.1461 5.9153 0.038882 10X 2.7692 3.1461 5.91531.1852 3.1852 0.072209 11X 2.0000 1.1852 3.1852

1.1852 3.1852 0.072209 12X 2.0000 1.1852 3.1852

5.1931 8.4658 0.015356 13X 3.2727 5.1931 8.4658

0.2909 1.5430 0.084249 14X 1.2522 0.2909 1.5430

4544.7522 4576.0565 0.001825 1Y 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000852 2Y 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000754 3Y 31.3043 4544.7522 4576.0565

25168.8666 25224.2513 0.000155 4Y 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000081 5Y 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000123 6Y 55.3846 25168.8666 25224.2513

4544.7522 4576.0565 0.000382 7Y 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.001825 8Y 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000382 9Y 31.3043 4544.7522 4576.0565

25168.8666 25224.2513 0.000123 10Y 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000081 11Y 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000155 12Y 55.3846 25168.8666 25224.2513

4544.7522 4576.0565 0.000754 13Y 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000852 14Y 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.001825 15Y 31.3043 4544.7522 4576.0565

25168.8666 25224.2513 0.000115 16Y 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000115 17Y 55.3846 25168.8666 25224.2513

0.924569

muros en la direccin "Y": Piso 04 Rigideces de muros en la direccin "Y":


21/67

4 ( h / l)^3(3)

Ky / Em Ky / EmMuro(1)

3 ( h / l )(2)

4 ( h / l)^3(3)

(4)=(2)+(3)

4544.7522 4576.0565 0.000907 1X 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000568 2X 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000787 3X 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000787 4X 31.3043 4544.7522 4576.0565

25168.8666 25224.2513 0.000087 5X 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000291 6X 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000228 7X 55.3846 25168.8666 25224.2513

25168.8666 25224.2513 0.000159 8X 55.3846 25168.8666 25224.2513

4544.7522 4576.0565 0.000907 9X 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000568 10X 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000787 11X 31.3043 4544.7522 4576.0565

4544.7522 4576.0565 0.000787 12X 31.3043 4544.7522 4576.0565

25168.8666 25224.2513 0.000087 13X 55.3846 25168.8666 25224.251325168.8666 25224.2513 0.000228 14X 55.3846 25168.8666 25224.2513

0.0950 0.9573 0.240270 1Y 0.8623 0.0950 0.9573

0.9322 2.7783 0.082783 2Y 1.8462 0.9322 2.7783

1.3466 3.4335 0.066986 3Y 2.0870 1.3466 3.4335

0.9322 2.7783 0.046791 4Y 1.8462 0.9322 2.7783

6.4185 9.9307 0.013091 5Y 3.5122 6.4185 9.9307

1.8561 4.1787 0.031110 6Y 2.3226 1.8561 4.1787

10.3176 14.4319 0.015937 7Y 4.1143 10.3176 14.4319

0.0950 0.9573 0.240270 8Y 0.8623 0.0950 0.9573

10.3176 14.4319 0.015937 9Y 4.1143 10.3176 14.4319

1.8561 4.1787 0.031110 10Y 2.3226 1.8561 4.1787

6.4185 9.9307 0.013091 11Y 3.5122 6.4185 9.9307

0.9322 2.7783 0.046791 12Y 1.8462 0.9322 2.7783

1.3466 3.4335 0.066986 13Y 2.0870 1.3466 3.4335

0.9322 2.7783 0.082783 14Y 1.8462 0.9322 2.7783

0.0950 0.9573 0.240270 15Y 0.8623 0.0950 0.9573

2.2673 4.7500 0.027368 16Y 2.4828 2.2673 4.7500

2.2673 4.7500 0.027368 17Y 2.4828 2.2673 4.7500

1.296120


22/67

Kx / Em

0.091685

0.038882

0.072209

0.072209

0.015356

0.116190

0.084249

0.048799

0.091685

0.0388820.072209

0.072209

0.015356

0.084249

0.001825

0.000852

0.000754

0.000155

0.000081

0.000123

0.000382

0.001825

0.000382

0.000123

0.000081

0.000155

0.000754

0.000852

0.001825

0.000115

0.000115

0.924569


23/67

Ky / Em

0.000907

0.000568

0.000787

0.000787

0.000087

0.000291

0.000228

0.000159

0.000907

0.000568

0.000787

0.000787

0.0000870.000228

0.240270

0.082783

0.066986

0.046791

0.013091

0.031110

0.015937

0.240270

0.015937

0.031110

0.013091

0.046791

0.066986

0.082783

0.240270

0.027368

0.027368

1.296120


24/67

11.6.7.4 Clculo de cortantes de traslacin en la direccin "X":

Piso 01 Piso 02

Vx1 = 175,526.47 kg Vx2 = 158,384.02

MuroV_traslac =

Vxi.Kxi / Kxi% de

AbsorcinMuro

V_traslac =Vxi.Kxi / Kxi

1X 17,406.04 9.92% 1X 15,706.11

2X 7,381.62 4.21% 2X 6,660.71

3X 13,708.71 7.81% 3X 12,369.87

4X 13,708.71 7.81% 4X 12,369.87

5X 2,915.26 1.66% 5X 2,630.55

6X 22,058.37 12.57% 6X 19,904.08

7X 15,994.48 9.11% 7X 14,432.41

8X 9,264.30 5.28% 8X 8,359.52

9X 17,406.04 9.92% 9X 15,706.11

10X 7,381.62 4.21% 10X 6,660.71

11X 13,708.71 7.81% 11X 12,369.87

12X 13,708.71 7.81% 12X 12,369.87

13X 2,915.26 1.66% 13X 2,630.55

14X 15,994.48 9.11% 14X 14,432.41

1Y 346.42 0.20% 1Y 312.58

2Y 161.80 0.09% 2Y 146.00

3Y 143.13 0.08% 3Y 129.15

4Y 29.35 0.02% 4Y 26.495Y 15.43 0.01% 5Y 13.92

6Y 23.33 0.01% 6Y 21.05

7Y 72.60 0.04% 7Y 65.51

8Y 346.42 0.20% 8Y 312.58

9Y 72.60 0.04% 9Y 65.51

10Y 23.33 0.01% 10Y 21.05

11Y 15.43 0.01% 11Y 13.92

12Y 29.35 0.02% 12Y 26.49

13Y 143.13 0.08% 13Y 129.15

14Y 161.80 0.09% 14Y 146.00

15Y 346.42 0.20% 15Y 312.58

16Y 21.83 0.01% 16Y 19.69

17Y 21.83 0.01% 17Y 19.69

100.00%

11.6.7.5 Clculo de cortantes de traslacin en la direccin "Y":

Cortantes de traslacin

en la direccin "X":

Cortantes de tra

en la direccin "X


25/67

Piso 01 Piso 02

Vy1 = 175,526.47 kg Vy2 = 158,384.02

MuroV_traslac =

Vxi.Kxi / Kxi

% de

Absorcin

MuroV_traslac =

Vxi.Kxi / Kxi1X 122.82 0.07% 1X 110.82

2X 76.94 0.04% 2X 69.43

3X 106.54 0.06% 3X 96.13

4X 106.54 0.06% 4X 96.13

5X 11.81 0.01% 5X 10.66

6X 39.46 0.02% 6X 35.61

7X 30.87 0.02% 7X 27.86

8X 21.48 0.01% 8X 19.38

9X 122.82 0.07% 9X 110.82

10X 76.94 0.04% 10X 69.4311X 106.54 0.06% 11X 96.13

12X 106.54 0.06% 12X 96.13

13X 11.81 0.01% 13X 10.66

14X 30.87 0.02% 14X 27.86

1Y 32,538.47 18.54% 1Y 29,360.67

2Y 11,210.91 6.39% 2Y 10,116.02

3Y 9,071.56 5.17% 3Y 8,185.60

4Y 6,336.60 3.61% 4Y 5,717.75

5Y 1,772.81 1.01% 5Y 1,599.67

6Y 4,213.07 2.40% 6Y 3,801.61

7Y 2,158.25 1.23% 7Y 1,947.47

8Y 32,538.47 18.54% 8Y 29,360.67

9Y 2,158.25 1.23% 9Y 1,947.47

10Y 4,213.07 2.40% 10Y 3,801.61

11Y 1,772.81 1.01% 11Y 1,599.67

12Y 6,336.60 3.61% 12Y 5,717.75

13Y 9,071.56 5.17% 13Y 8,185.60

14Y 11,210.91 6.39% 14Y 10,116.02

15Y 32,538.47 18.54% 15Y 29,360.67

16Y 3,706.35 2.11% 16Y 3,344.37

17Y 3,706.35 2.11% 17Y 3,344.37

100.00%


en la direccin "Y":

Cortantes de tra

en la direccin "Y


26/67

Piso 03 Piso 04

kg Vx3 = 124,099.13 kg Vx4 = 72,671.80

% deAbsorcin

MuroV_traslac =

Vxi.Kxi / Kxi% de

AbsorcinMuro

V_traslac =Vxi.Kxi / Kxi

9.92% 1X 12,306.26 9.92% 1X 7,206.48

4.21% 2X 5,218.88 4.21% 2X 3,056.15

7.81% 3X 9,692.20 7.81% 3X 5,675.70

7.81% 4X 9,692.20 7.81% 4X 5,675.70

1.66% 5X 2,061.12 1.66% 5X 1,206.98

12.57% 6X 15,595.51 12.57% 6X 9,132.65

9.11% 7X 11,308.27 9.11% 7X 6,622.06

5.28% 8X 6,549.96 5.28% 8X 3,835.62

9.92% 9X 12,306.26 9.92% 9X 7,206.48

4.21% 10X 5,218.88 4.21% 10X 3,056.15

7.81% 11X 9,692.20 7.81% 11X 5,675.70

7.81% 12X 9,692.20 7.81% 12X 5,675.70

1.66% 13X 2,061.12 1.66% 13X 1,206.98

9.11% 14X 11,308.27 9.11% 14X 6,622.06

0.20% 1Y 244.92 0.20% 1Y 143.42

0.09% 2Y 114.39 0.09% 2Y 66.99

0.08% 3Y 101.19 0.08% 3Y 59.26

0.02% 4Y 20.75 0.02% 4Y 12.150.01% 5Y 10.91 0.01% 5Y 6.39

0.01% 6Y 16.50 0.01% 6Y 9.66

0.04% 7Y 51.33 0.04% 7Y 30.06

0.20% 8Y 244.92 0.20% 8Y 143.42

0.04% 9Y 51.33 0.04% 9Y 30.06

0.01% 10Y 16.50 0.01% 10Y 9.66

0.01% 11Y 10.91 0.01% 11Y 6.39

0.02% 12Y 20.75 0.02% 12Y 12.15

0.08% 13Y 101.19 0.08% 13Y 59.26

0.09% 14Y 114.39 0.09% 14Y 66.99

0.20% 15Y 244.92 0.20% 15Y 143.42

0.01% 16Y 15.43 0.01% 16Y 9.04

0.01% 17Y 15.43 0.01% 17Y 9.04

100.00% 100.00%

lacin

":


en la direccin "X":

Cortantes de tra

en la direccin "


27/67

Piso 03 Piso 04

kg Vy3 = 124,099.13 kg Vy4 = 72,671.80

% de

Absorcin

MuroV_traslac =

Vxi.Kxi / Kxi

% de

Absorcin

MuroV_traslac =

Vxi.Kxi / Kxi0.07% 1X 86.83 0.07% 1X 50.85

0.04% 2X 54.40 0.04% 2X 31.86

0.06% 3X 75.32 0.06% 3X 44.11

0.06% 4X 75.32 0.06% 4X 44.11

0.01% 5X 8.35 0.01% 5X 4.89

0.02% 6X 27.90 0.02% 6X 16.34

0.02% 7X 21.83 0.02% 7X 12.78

0.01% 8X 15.18 0.01% 8X 8.89

0.07% 9X 86.83 0.07% 9X 50.85

0.04% 10X 54.40 0.04% 10X 31.860.06% 11X 75.32 0.06% 11X 44.11

0.06% 12X 75.32 0.06% 12X 44.11

0.01% 13X 8.35 0.01% 13X 4.89

0.02% 14X 21.83 0.02% 14X 12.78

18.54% 1Y 23,005.06 18.54% 1Y 13,471.64

6.39% 2Y 7,926.23 6.39% 2Y 4,641.56

5.17% 3Y 6,413.69 5.17% 3Y 3,755.82

3.61% 4Y 4,480.05 3.61% 4Y 2,623.49

1.01% 5Y 1,253.40 1.01% 5Y 733.98

2.40% 6Y 2,978.68 2.40% 6Y 1,744.30

1.23% 7Y 1,525.91 1.23% 7Y 893.56

18.54% 8Y 23,005.06 18.54% 8Y 13,471.64

1.23% 9Y 1,525.91 1.23% 9Y 893.56

2.40% 10Y 2,978.68 2.40% 10Y 1,744.30

1.01% 11Y 1,253.40 1.01% 11Y 733.98

3.61% 12Y 4,480.05 3.61% 12Y 2,623.49

5.17% 13Y 6,413.69 5.17% 13Y 3,755.82

6.39% 14Y 7,926.23 6.39% 14Y 4,641.56

18.54% 15Y 23,005.06 18.54% 15Y 13,471.64

2.11% 16Y 2,620.43 2.11% 16Y 1,534.51

2.11% 17Y 2,620.43 2.11% 17Y 1,534.51

100.00% 100.00%

lacin

":


en la direccin "Y":

Cortantes de tra

en la direccin "


28/67

kg

% deAbsorcin

9.92%

4.21%

7.81%

7.81%

1.66%

12.57%

9.11%

5.28%

9.92%

4.21%

7.81%

7.81%

1.66%

9.11%

0.20%

0.09%

0.08%

0.02%0.01%

0.01%

0.04%

0.20%

0.04%

0.01%

0.01%

0.02%

0.08%

0.09%

0.20%

0.01%

0.01%

100.00%

slacin

":


29/67

kg

% de

Absorcin0.07%

0.04%

0.06%

0.06%

0.01%

0.02%

0.02%

0.01%

0.07%

0.04%0.06%

0.06%

0.01%

0.02%

18.54%

6.39%

5.17%

3.61%

1.01%

2.40%

1.23%

18.54%

1.23%

2.40%

1.01%

3.61%

5.17%

6.39%

18.54%

2.11%

2.11%

100.00%

slacin

":


30/67

11.6.8 CORRECCION POR TORSION

11.6.8.1 Clculo del centro de rigidezPiso 01 Centro de rigidez

Muro

(1) Kx / Em Ky / Em y.Kx / Em x.Ky / Em1X 0.091685 0.000907 1.130013 0.003333

2X 0.038882 0.000568 0.337301 0.000739

3X 0.072209 0.000787 0.626416 0.005153

4X 0.072209 0.000787 0.518102 0.005153

5X 0.015356 0.000087 0.064111 0.000235

6X 0.116190 0.000291 0.485095 0.003169

7X 0.084249 0.000228 0.006319 0.001020

8X 0.048799 0.000159 0.003660 0.001721

9X 0.091685 0.000907 1.130013 0.016392

10X 0.038882 0.000568 0.337301 0.01161911X 0.072209 0.000787 0.626416 0.011958

12X 0.072209 0.000787 0.518102 0.011958

13X 0.015356 0.000087 0.064111 0.001661

14X 0.084249 0.000228 0.006319 0.003938

1Y 0.001825 0.240270 0.015100 0.030034

2Y 0.000852 0.082783 0.008949 0.304229

3Y 0.000754 0.066986 0.004392 0.246174

4Y 0.000155 0.046791 0.001623 0.340402

5Y 0.000081 0.013091 0.000417 0.095235

6Y 0.000123 0.031110 0.000190 0.226326

7Y 0.000382 0.015937 0.003031 0.131081

8Y 0.001825 0.240270 0.015100 2.612938

9Y 0.000382 0.015937 0.003031 0.215547

10Y 0.000123 0.031110 0.000190 0.450318

11Y 0.000081 0.013091 0.000417 0.189489

12Y 0.000155 0.046791 0.001623 0.677294

13Y 0.000754 0.066986 0.004392 1.210773

14Y 0.000852 0.082783 0.008949 1.496310

15Y 0.001825 0.240270 0.015100 5.195841

16Y 0.000115 0.027368 0.000322 0.261368

17Y 0.000115 0.027368 0.000322 0.333894

0.924569 1.296120 5.936423 14.095302

Xcr = 10.8750 m.

Ycr = 6.4207 m.


31/67

Piso 02 Centro de rigidez Piso 03 Centro de rig

Muro

(1) Kx / Em Ky / Em y.Kx / Em x.Ky / Em

Muro

(1) Kx / Em1X 0.091685 0.000907 1.130013 0.003333 1X 0.091685

2X 0.038882 0.000568 0.337301 0.000739 2X 0.038882

3X 0.072209 0.000787 0.626416 0.005153 3X 0.072209

4X 0.072209 0.000787 0.518102 0.005153 4X 0.072209

5X 0.015356 0.000087 0.064111 0.000235 5X 0.015356

6X 0.116190 0.000291 0.485095 0.003169 6X 0.116190

7X 0.084249 0.000228 0.006319 0.001020 7X 0.084249

8X 0.048799 0.000159 0.003660 0.001721 8X 0.048799

9X 0.091685 0.000907 1.130013 0.016392 9X 0.091685

10X 0.038882 0.000568 0.337301 0.011619 10X 0.03888211X 0.072209 0.000787 0.626416 0.011958 11X 0.072209

12X 0.072209 0.000787 0.518102 0.011958 12X 0.072209

13X 0.015356 0.000087 0.064111 0.001661 13X 0.015356

14X 0.084249 0.000228 0.006319 0.003938 14X 0.084249

1Y 0.001825 0.240270 0.015100 0.030034 1Y 0.001825

2Y 0.000852 0.082783 0.008949 0.304229 2Y 0.000852

3Y 0.000754 0.066986 0.004392 0.246174 3Y 0.000754

4Y 0.000155 0.046791 0.001623 0.340402 4Y 0.000155

5Y 0.000081 0.013091 0.000417 0.095235 5Y 0.000081

6Y 0.000123 0.031110 0.000190 0.226326 6Y 0.000123

7Y 0.000382 0.015937 0.003031 0.131081 7Y 0.000382

8Y 0.001825 0.240270 0.015100 2.612938 8Y 0.001825

9Y 0.000382 0.015937 0.003031 0.215547 9Y 0.000382

10Y 0.000123 0.031110 0.000190 0.450318 10Y 0.000123

11Y 0.000081 0.013091 0.000417 0.189489 11Y 0.000081

12Y 0.000155 0.046791 0.001623 0.677294 12Y 0.000155

13Y 0.000754 0.066986 0.004392 1.210773 13Y 0.000754

14Y 0.000852 0.082783 0.008949 1.496310 14Y 0.000852

15Y 0.001825 0.240270 0.015100 5.195841 15Y 0.001825

16Y 0.000115 0.027368 0.000322 0.261368 16Y 0.000115

17Y 0.000115 0.027368 0.000322 0.333894 17Y 0.000115

0.924569 1.296120 5.936423 14.095302 0.924569

Xcr = 10.8750 m. Xcr = 10.8750

Ycr = 6.4207 m. Ycr = 6.4207


32/67

idez Piso 04 Centro de rigidez

Ky / Em y.Kx / Em x.Ky / Em

Muro

(1) Kx / Em Ky / Em y.Kx / Em0.000907 1.130013 0.003333 1X 0.091685 0.000907 1.130013

0.000568 0.337301 0.000739 2X 0.038882 0.000568 0.337301

0.000787 0.626416 0.005153 3X 0.072209 0.000787 0.626416

0.000787 0.518102 0.005153 4X 0.072209 0.000787 0.518102

0.000087 0.064111 0.000235 5X 0.015356 0.000087 0.064111

0.000291 0.485095 0.003169 6X 0.116190 0.000291 0.485095

0.000228 0.006319 0.001020 7X 0.084249 0.000228 0.006319

0.000159 0.003660 0.001721 8X 0.048799 0.000159 0.003660

0.000907 1.130013 0.016392 9X 0.091685 0.000907 1.130013

0.000568 0.337301 0.011619 10X 0.038882 0.000568 0.3373010.000787 0.626416 0.011958 11X 0.072209 0.000787 0.626416

0.000787 0.518102 0.011958 12X 0.072209 0.000787 0.518102

0.000087 0.064111 0.001661 13X 0.015356 0.000087 0.064111

0.000228 0.006319 0.003938 14X 0.084249 0.000228 0.006319

0.240270 0.015100 0.030034 1Y 0.001825 0.240270 0.015100

0.082783 0.008949 0.304229 2Y 0.000852 0.082783 0.008949

0.066986 0.004392 0.246174 3Y 0.000754 0.066986 0.004392

0.046791 0.001623 0.340402 4Y 0.000155 0.046791 0.001623

0.013091 0.000417 0.095235 5Y 0.000081 0.013091 0.000417

0.031110 0.000190 0.226326 6Y 0.000123 0.031110 0.000190

0.015937 0.003031 0.131081 7Y 0.000382 0.015937 0.003031

0.240270 0.015100 2.612938 8Y 0.001825 0.240270 0.015100

0.015937 0.003031 0.215547 9Y 0.000382 0.015937 0.003031

0.031110 0.000190 0.450318 10Y 0.000123 0.031110 0.000190

0.013091 0.000417 0.189489 11Y 0.000081 0.013091 0.000417

0.046791 0.001623 0.677294 12Y 0.000155 0.046791 0.001623

0.066986 0.004392 1.210773 13Y 0.000754 0.066986 0.004392

0.082783 0.008949 1.496310 14Y 0.000852 0.082783 0.008949

0.240270 0.015100 5.195841 15Y 0.001825 0.240270 0.015100

0.027368 0.000322 0.261368 16Y 0.000115 0.027368 0.000322

0.027368 0.000322 0.333894 17Y 0.000115 0.027368 0.000322

1.296120 5.936423 14.095302 0.924569 1.296120 5.936423

m. Xcr = 10.8750 m.

m. Ycr = 6.4207 m.


33/67

x.Ky / Em0.003333

0.000739

0.005153

0.005153

0.000235

0.003169

0.001020

0.001721

0.016392

0.0116190.011958

0.011958

0.001661

0.003938

0.030034

0.304229

0.246174

0.340402

0.095235

0.226326

0.131081

2.612938

0.215547

0.450318

0.189489

0.677294

1.210773

1.496310

5.195841

0.261368

0.333894

14.095302


34/67

11.6.8.1 Clculo del centro de masaPiso 01 Centro de masa

Muro l h t PE_alb Peso "P" X1X 4.150 2.400 0.23 1,800 4,123.44 3.675

2X 2.600 2.400 0.23 1,800 2,583.36 1.3003X 3.600 2.400 0.23 1,800 3,576.96 6.550

4X 3.600 2.400 0.23 1,800 3,576.96 6.550

5X 2.200 2.400 0.13 1,800 1,235.52 2.700

6X 7.350 2.400 0.13 1,800 4,127.76 10.875

7X 5.750 2.400 0.13 1,800 3,229.20 4.475

8X 4.000 2.400 0.13 1,800 2,246.40 10.850

9X 4.150 2.400 0.23 1,800 4,123.44 18.075

10X 2.600 2.400 0.23 1,800 2,583.36 20.450

11X 3.600 2.400 0.23 1,800 3,576.96 15.200

12X 3.600 2.400 0.23 1,800 3,576.96 15.20013X 2.200 2.400 0.13 1,800 1,235.52 19.050

14X 5.750 2.400 0.13 1,800 3,229.20 17.275

1Y 8.350 2.400 0.23 1,800 8,296.56 0.125

2Y 3.900 2.400 0.23 1,800 3,875.04 3.675

3Y 3.450 2.400 0.23 1,800 3,427.92 3.675

4Y 3.900 2.400 0.13 1,800 2,190.24 7.275

5Y 2.050 2.400 0.13 1,800 1,151.28 7.275

6Y 3.100 2.400 0.13 1,800 1,740.96 7.275

7Y 1.750 2.400 0.23 1,800 1,738.80 8.225

8Y 8.350 2.400 0.23 1,800 8,296.56 10.875

9Y 1.750 2.400 0.23 1,800 1,738.80 13.52510Y 3.100 2.400 0.13 1,800 1,740.96 14.475

11Y 2.050 2.400 0.13 1,800 1,151.28 14.475

12Y 3.900 2.400 0.13 1,800 2,190.24 14.475

13Y 3.450 2.400 0.23 1,800 3,427.92 18.075

14Y 3.900 2.400 0.23 1,800 3,875.04 18.075

15Y 8.350 2.400 0.23 1,800 8,296.56 21.625

16Y 2.900 2.400 0.13 1,800 1,628.64 9.550

17Y 2.900 2.400 0.13 1,800 1,628.64 12.200

99,420.48

Xcm = 10.8744 m.

Ycm = 7.1937 m.


35/67

Piso 02 Centro de masa

Y P.X P.Y Muro l h t12.325 15,153.64 50,821.40 1X 4.150 2.400 0.23

8.675 3,358.37 22,410.65 2X 2.600 2.400 0.238.675 23,429.09 31,030.13 3X 3.600 2.400 0.23

7.175 23,429.09 25,664.69 4X 3.600 2.400 0.23

4.175 3,335.90 5,158.30 5X 2.200 2.400 0.13

4.175 44,889.39 17,233.40 6X 7.350 2.400 0.13

0.075 14,450.67 242.19 7X 5.750 2.400 0.13

0.075 24,373.44 168.48 8X 4.000 2.400 0.13

12.325 74,531.18 50,821.40 9X 4.150 2.400 0.23

8.675 52,829.71 22,410.65 10X 2.600 2.400 0.23

8.675 54,369.79 31,030.13 11X 3.600 2.400 0.23

7.175 54,369.79 25,664.69 12X 3.600 2.400 0.234.175 23,536.66 5,158.30 13X 2.200 2.400 0.13

0.075 55,784.43 242.19 14X 5.750 2.400 0.13

8.275 1,037.07 68,654.03 1Y 8.350 2.400 0.23

10.500 14,240.77 40,687.92 2Y 3.900 2.400 0.23

5.825 12,597.61 19,967.63 3Y 3.450 2.400 0.23

10.500 15,934.00 22,997.52 4Y 3.900 2.400 0.13

5.125 8,375.56 5,900.31 5Y 2.050 2.400 0.13

1.550 12,665.48 2,698.49 6Y 3.100 2.400 0.13

7.925 14,301.63 13,779.99 7Y 1.750 2.400 0.23

8.275 90,225.09 68,654.03 8Y 8.350 2.400 0.23

7.925 23,517.27 13,779.99 9Y 1.750 2.400 0.231.550 25,200.40 2,698.49 10Y 3.100 2.400 0.13

5.125 16,664.78 5,900.31 11Y 2.050 2.400 0.13

10.500 31,703.72 22,997.52 12Y 3.900 2.400 0.13

5.825 61,959.65 19,967.63 13Y 3.450 2.400 0.23

10.500 70,041.35 40,687.92 14Y 3.900 2.400 0.23

8.275 179,413.11 68,654.03 15Y 8.350 2.400 0.23

2.800 15,553.51 4,560.19 16Y 2.900 2.400 0.13

2.800 19,869.41 4,560.19 17Y 2.900 2.400 0.13

###### 715,202.78

Xcm = 10.8744 m.

Ycm = 7.1937 m.


36/67

Piso 03

PE_alb Peso "P" X Y P.X P.Y Muro1,800 4,123.44 3.675 12.325 15,153.64 50,821.40 1X

1,800 2,583.36 1.300 8.675 3,358.37 22,410.65 2X1,800 3,576.96 6.550 8.675 23,429.09 31,030.13 3X

1,800 3,576.96 6.550 7.175 23,429.09 25,664.69 4X

1,800 1,235.52 2.700 4.175 3,335.90 5,158.30 5X

1,800 4,127.76 10.875 4.175 44,889.39 17,233.40 6X

1,800 3,229.20 4.475 0.075 14,450.67 242.19 7X

1,800 2,246.40 10.850 0.075 24,373.44 168.48 8X

1,800 4,123.44 18.075 12.325 74,531.18 50,821.40 9X

1,800 2,583.36 20.450 8.675 52,829.71 22,410.65 10X

1,800 3,576.96 15.200 8.675 54,369.79 31,030.13 11X

1,800 3,576.96 15.200 7.175 54,369.79 25,664.69 12X1,800 1,235.52 19.050 4.175 23,536.66 5,158.30 13X

1,800 3,229.20 17.275 0.075 55,784.43 242.19 14X

1,800 8,296.56 0.125 8.275 1,037.07 68,654.03 1Y

1,800 3,875.04 3.675 10.500 14,240.77 40,687.92 2Y

1,800 3,427.92 3.675 5.825 12,597.61 19,967.63 3Y

1,800 2,190.24 7.275 10.500 15,934.00 22,997.52 4Y

1,800 1,151.28 7.275 5.125 8,375.56 5,900.31 5Y

1,800 1,740.96 7.275 1.550 12,665.48 2,698.49 6Y

1,800 1,738.80 8.225 7.925 14,301.63 13,779.99 7Y

1,800 8,296.56 10.875 8.275 90,225.09 68,654.03 8Y

1,800 1,738.80 13.525 7.925 23,517.27 13,779.99 9Y1,800 1,740.96 14.475 1.550 25,200.40 2,698.49 10Y

1,800 1,151.28 14.475 5.125 16,664.78 5,900.31 11Y

1,800 2,190.24 14.475 10.500 31,703.72 22,997.52 12Y

1,800 3,427.92 18.075 5.825 61,959.65 19,967.63 13Y

1,800 3,875.04 18.075 10.500 70,041.35 40,687.92 14Y

1,800 8,296.56 21.625 8.275 179,413.11 68,654.03 15Y

1,800 1,628.64 9.550 2.800 15,553.51 4,560.19 16Y

1,800 1,628.64 12.200 2.800 19,869.41 4,560.19 17Y

99,420.48 ###### 715,202.78

Xcm =

Ycm =


37/67

Centro de masa

l h t PE_alb Peso "P" X Y P.X4.150 2.400 0.23 1,800 4,123.44 3.675 12.325 15,153.64

2.600 2.400 0.23 1,800 2,583.36 1.300 8.675 3,358.373.600 2.400 0.23 1,800 3,576.96 6.550 8.675 23,429.09

3.600 2.400 0.23 1,800 3,576.96 6.550 7.175 23,429.09

2.200 2.400 0.13 1,800 1,235.52 2.700 4.175 3,335.90

7.350 2.400 0.13 1,800 4,127.76 10.875 4.175 44,889.39

5.750 2.400 0.13 1,800 3,229.20 4.475 0.075 14,450.67

4.000 2.400 0.13 1,800 2,246.40 10.850 0.075 24,373.44

4.150 2.400 0.23 1,800 4,123.44 18.075 12.325 74,531.18

2.600 2.400 0.23 1,800 2,583.36 20.450 8.675 52,829.71

3.600 2.400 0.23 1,800 3,576.96 15.200 8.675 54,369.79

3.600 2.400 0.23 1,800 3,576.96 15.200 7.175 54,369.792.200 2.400 0.13 1,800 1,235.52 19.050 4.175 23,536.66

5.750 2.400 0.13 1,800 3,229.20 17.275 0.075 55,784.43

8.350 2.400 0.23 1,800 8,296.56 0.125 8.275 1,037.07

3.900 2.400 0.23 1,800 3,875.04 3.675 10.500 14,240.77

3.450 2.400 0.23 1,800 3,427.92 3.675 5.825 12,597.61

3.900 2.400 0.13 1,800 2,190.24 7.275 10.500 15,934.00

2.050 2.400 0.13 1,800 1,151.28 7.275 5.125 8,375.56

3.100 2.400 0.13 1,800 1,740.96 7.275 1.550 12,665.48

1.750 2.400 0.23 1,800 1,738.80 8.225 7.925 14,301.63

8.350 2.400 0.23 1,800 8,296.56 10.875 8.275 90,225.09

1.750 2.400 0.23 1,800 1,738.80 13.525 7.925 23,517.273.100 2.400 0.13 1,800 1,740.96 14.475 1.550 25,200.40

2.050 2.400 0.13 1,800 1,151.28 14.475 5.125 16,664.78

3.900 2.400 0.13 1,800 2,190.24 14.475 10.500 31,703.72

3.450 2.400 0.23 1,800 3,427.92 18.075 5.825 61,959.65

3.900 2.400 0.23 1,800 3,875.04 18.075 10.500 70,041.35

8.350 2.400 0.23 1,800 8,296.56 21.625 8.275 179,413.11

2.900 2.400 0.13 1,800 1,628.64 9.550 2.800 15,553.51

2.900 2.400 0.13 1,800 1,628.64 12.200 2.800 19,869.41

99,420.48 ######

10.8744 m.

7.1937 m.


38/67

Piso 04 Centro de masa

P.Y Muro l h t PE_alb Peso "P"50,821.40 1X 4.150 2.400 0.23 1,800 4,123.44

22,410.65 2X 2.600 2.400 0.23 1,800 2,583.3631,030.13 3X 3.600 2.400 0.23 1,800 3,576.96

25,664.69 4X 3.600 2.400 0.23 1,800 3,576.96

5,158.30 5X 2.200 2.400 0.13 1,800 1,235.52

17,233.40 6X 7.350 2.400 0.13 1,800 4,127.76

242.19 7X 5.750 2.400 0.13 1,800 3,229.20

168.48 8X 4.000 2.400 0.13 1,800 2,246.40

50,821.40 9X 4.150 2.400 0.23 1,800 4,123.44

22,410.65 10X 2.600 2.400 0.23 1,800 2,583.36

31,030.13 11X 3.600 2.400 0.23 1,800 3,576.96

25,664.69 12X 3.600 2.400 0.23 1,800 3,576.965,158.30 13X 2.200 2.400 0.13 1,800 1,235.52

242.19 14X 5.750 2.400 0.13 1,800 3,229.20

68,654.03 1Y 8.350 2.400 0.23 1,800 8,296.56

40,687.92 2Y 3.900 2.400 0.23 1,800 3,875.04

19,967.63 3Y 3.450 2.400 0.23 1,800 3,427.92

22,997.52 4Y 3.900 2.400 0.13 1,800 2,190.24

5,900.31 5Y 2.050 2.400 0.13 1,800 1,151.28

2,698.49 6Y 3.100 2.400 0.13 1,800 1,740.96

13,779.99 7Y 1.750 2.400 0.23 1,800 1,738.80

68,654.03 8Y 8.350 2.400 0.23 1,800 8,296.56

13,779.99 9Y 1.750 2.400 0.23 1,800 1,738.802,698.49 10Y 3.100 2.400 0.13 1,800 1,740.96

5,900.31 11Y 2.050 2.400 0.13 1,800 1,151.28

22,997.52 12Y 3.900 2.400 0.13 1,800 2,190.24

19,967.63 13Y 3.450 2.400 0.23 1,800 3,427.92

40,687.92 14Y 3.900 2.400 0.23 1,800 3,875.04

68,654.03 15Y 8.350 2.400 0.23 1,800 8,296.56

4,560.19 16Y 2.900 2.400 0.13 1,800 1,628.64

4,560.19 17Y 2.900 2.400 0.13 1,800 1,628.64

715,202.78 99,420.48

Xcm = 10.8744 m.

Ycm = 7.1937 m.


39/67

X Y P.X P.Y3.675 12.325 15,153.64 50,821.40

1.300 8.675 3,358.37 22,410.656.550 8.675 23,429.09 31,030.13

6.550 7.175 23,429.09 25,664.69

2.700 4.175 3,335.90 5,158.30

10.875 4.175 44,889.39 17,233.40

4.475 0.075 14,450.67 242.19

10.850 0.075 24,373.44 168.48

18.075 12.325 74,531.18 50,821.40

20.450 8.675 52,829.71 22,410.65

15.200 8.675 54,369.79 31,030.13

15.200 7.175 54,369.79 25,664.6919.050 4.175 23,536.66 5,158.30

17.275 0.075 55,784.43 242.19

0.125 8.275 1,037.07 68,654.03

3.675 10.500 14,240.77 40,687.92

3.675 5.825 12,597.61 19,967.63

7.275 10.500 15,934.00 22,997.52

7.275 5.125 8,375.56 5,900.31

7.275 1.550 12,665.48 2,698.49

8.225 7.925 14,301.63 13,779.99

10.875 8.275 90,225.09 68,654.03

13.525 7.925 23,517.27 13,779.9914.475 1.550 25,200.40 2,698.49

14.475 5.125 16,664.78 5,900.31

14.475 10.500 31,703.72 22,997.52

18.075 5.825 61,959.65 19,967.63

18.075 10.500 70,041.35 40,687.92

21.625 8.275 179,413.11 68,654.03

9.550 2.800 15,553.51 4,560.19

12.200 2.800 19,869.41 4,560.19

###### 715,202.78


40/67

11.6.8.3 Clculo del momento polar de Inercia (J)Piso 01 Momento polar de inercia

MuroY

=Yi-YcrY^2 (Kx/Em).Y^2

X=Xi-Xcr

X^2

1X 5.9043 34.8602 3.19615 -7.2000 51.8400

2X 2.2543 5.0817 0.19758 -9.5750 91.6806

3X 2.2543 5.0817 0.36694 -4.3250 18.7056

4X 0.7543 0.5689 0.04108 -4.3250 18.7056

5X -2.2457 5.0434 0.07745 -8.1750 66.8306

6X -2.2457 5.0434 0.58599 0.0000 0.0000

7X -6.3457 40.2685 3.39260 -6.4000 40.9600

8X -6.3457 40.2685 1.96505 -0.0250 0.0006

9X 5.9043 34.8602 3.19615 7.2000 51.8400

10X 2.2543 5.0817 0.19758 9.5750 91.6807

11X 2.2543 5.0817 0.36694 4.3250 18.705712X 0.7543 0.5689 0.04108 4.3250 18.7057

13X -2.2457 5.0434 0.07745 8.1750 66.8307

14X -6.3457 40.2685 3.39260 6.4000 40.9600

1Y 1.8543 3.4383 0.00627 -10.7500 115.5624

2Y 4.0793 16.6403 0.01418 -7.2000 51.8400

3Y -0.5957 0.3549 0.00027 -7.2000 51.8400

4Y 4.0793 16.6403 0.00257 -3.6000 12.9600

5Y -1.2957 1.6790 0.00014 -3.6000 12.9600

6Y -4.8707 23.7242 0.00292 -3.6000 12.9600

7Y 1.5043 2.2628 0.00087 -2.6500 7.0225

8Y 1.8543 3.4383 0.00627 0.0000 0.0000

9Y 1.5043 2.2628 0.00087 2.6500 7.0225

10Y -4.8707 23.7242 0.00292 3.6000 12.9600

11Y -1.2957 1.6790 0.00014 3.6000 12.9600

12Y 4.0793 16.6403 0.00257 3.6000 12.9600

13Y -0.5957 0.3549 0.00027 7.2000 51.8400

14Y 4.0793 16.6403 0.01418 7.2000 51.8400

15Y 1.8543 3.4383 0.00627 10.7500 115.5626

16Y -3.6207 13.1098 0.00151 -1.3250 1.7556

17Y -3.6207 13.1098 0.00151 1.3250 1.7556


41/67

Piso 02 Momento polar de inercia

(Ky/Em).X^2 J MuroY


X=Xi-Xcr

0.0470 3.2432 1X 5.9043 34.8602 3.19615 -7.2000

0.0521 0.2497 2X 2.2543 5.0817 0.19758 -9.5750

0.0147 0.3817 3X 2.2543 5.0817 0.36694 -4.3250

0.0147 0.0558 4X 0.7543 0.5689 0.04108 -4.3250

0.0058 0.0833 5X -2.2457 5.0434 0.07745 -8.1750

0.0000 0.5860 6X -2.2457 5.0434 0.58599 0.0000

0.0093 3.4019 7X -6.3457 40.2685 3.39260 -6.4000

0.0000 1.9651 8X -6.3457 40.2685 1.96505 -0.0250

0.0470 3.2432 9X 5.9043 34.8602 3.19615 7.2000

0.0521 0.2497 10X 2.2543 5.0817 0.19758 9.5750

0.0147 0.3817 11X 2.2543 5.0817 0.36694 4.32500.0147 0.0558 12X 0.7543 0.5689 0.04108 4.3250

0.0058 0.0833 13X -2.2457 5.0434 0.07745 8.1750

0.0093 3.4019 14X -6.3457 40.2685 3.39260 6.4000

27.7662 27.7725 1Y 1.8543 3.4383 0.00627 -10.7500

4.2915 4.3057 2Y 4.0793 16.6403 0.01418 -7.2000

3.4726 3.4728 3Y -0.5957 0.3549 0.00027 -7.2000

0.6064 0.6090 4Y 4.0793 16.6403 0.00257 -3.6000

0.1697 0.1698 5Y -1.2957 1.6790 0.00014 -3.6000

0.4032 0.4061 6Y -4.8707 23.7242 0.00292 -3.6000

0.1119 0.1128 7Y 1.5043 2.2628 0.00087 -2.6500

0.0000 0.0063 8Y 1.8543 3.4383 0.00627 0.0000

0.1119 0.1128 9Y 1.5043 2.2628 0.00087 2.6500

0.4032 0.4061 10Y -4.8707 23.7242 0.00292 3.6000

0.1697 0.1698 11Y -1.2957 1.6790 0.00014 3.6000

0.6064 0.6090 12Y 4.0793 16.6403 0.00257 3.6000

3.4726 3.4728 13Y -0.5957 0.3549 0.00027 7.2000

4.2915 4.3057 14Y 4.0793 16.6403 0.01418 7.2000

27.7662 27.7725 15Y 1.8543 3.4383 0.00627 10.7500

0.0480 0.0496 16Y -3.6207 13.1098 0.00151 -1.3250

0.0480 0.0496 17Y -3.6207 13.1098 0.00151 1.3250

91.1847


42/67


X^2 (Ky/Em).X^2 J MuroY


51.8400 0.0470 3.2432 1X 5.9043 34.8602 3.19615

91.6806 0.0521 0.2497 2X 2.2543 5.0817 0.19758

18.7056 0.0147 0.3817 3X 2.2543 5.0817 0.36694

18.7056 0.0147 0.0558 4X 0.7543 0.5689 0.04108

66.8306 0.0058 0.0833 5X -2.2457 5.0434 0.07745

0.0000 0.0000 0.5860 6X -2.2457 5.0434 0.58599

40.9600 0.0093 3.4019 7X -6.3457 40.2685 3.39260

0.0006 0.0000 1.9651 8X -6.3457 40.2685 1.96505

51.8400 0.0470 3.2432 9X 5.9043 34.8602 3.19615

91.6807 0.0521 0.2497 10X 2.2543 5.0817 0.19758

18.7057 0.0147 0.3817 11X 2.2543 5.0817 0.3669418.7057 0.0147 0.0558 12X 0.7543 0.5689 0.04108

66.8307 0.0058 0.0833 13X -2.2457 5.0434 0.07745

40.9600 0.0093 3.4019 14X -6.3457 40.2685 3.39260

115.5624 27.7662 27.7725 1Y 1.8543 3.4383 0.00627

51.8400 4.2915 4.3057 2Y 4.0793 16.6403 0.01418

51.8400 3.4726 3.4728 3Y -0.5957 0.3549 0.00027

12.9600 0.6064 0.6090 4Y 4.0793 16.6403 0.00257

12.9600 0.1697 0.1698 5Y -1.2957 1.6790 0.00014

12.9600 0.4032 0.4061 6Y -4.8707 23.7242 0.00292

7.0225 0.1119 0.1128 7Y 1.5043 2.2628 0.00087

0.0000 0.0000 0.0063 8Y 1.8543 3.4383 0.00627

7.0225 0.1119 0.1128 9Y 1.5043 2.2628 0.00087

12.9600 0.4032 0.4061 10Y -4.8707 23.7242 0.00292

12.9600 0.1697 0.1698 11Y -1.2957 1.6790 0.00014

12.9600 0.6064 0.6090 12Y 4.0793 16.6403 0.00257

51.8400 3.4726 3.4728 13Y -0.5957 0.3549 0.00027

51.8400 4.2915 4.3057 14Y 4.0793 16.6403 0.01418

115.5626 27.7662 27.7725 15Y 1.8543 3.4383 0.00627

1.7556 0.0480 0.0496 16Y -3.6207 13.1098 0.00151

1.7556 0.0480 0.0496 17Y -3.6207 13.1098 0.00151

91.1847


43/67


X=Xi-Xcr

X^2 (Ky/Em).X^2 J MuroY

=Yi-YcrY^2

-7.2000 51.8400 0.0470 3.2432 1X 5.9043 34.8602

-9.5750 91.6806 0.0521 0.2497 2X 2.2543 5.0817

-4.3250 18.7056 0.0147 0.3817 3X 2.2543 5.0817

-4.3250 18.7056 0.0147 0.0558 4X 0.7543 0.5689

-8.1750 66.8306 0.0058 0.0833 5X -2.2457 5.0434

0.0000 0.0000 0.0000 0.5860 6X -2.2457 5.0434

-6.4000 40.9600 0.0093 3.4019 7X -6.3457 40.2685

-0.0250 0.0006 0.0000 1.9651 8X -6.3457 40.2685

7.2000 51.8400 0.0470 3.2432 9X 5.9043 34.8602

9.5750 91.6807 0.0521 0.2497 10X 2.2543 5.0817

4.3250 18.7057 0.0147 0.3817 11X 2.2543 5.08174.3250 18.7057 0.0147 0.0558 12X 0.7543 0.5689

8.1750 66.8307 0.0058 0.0833 13X -2.2457 5.0434

6.4000 40.9600 0.0093 3.4019 14X -6.3457 40.2685

-10.7500 115.5624 27.7662 27.7725 1Y 1.8543 3.4383

-7.2000 51.8400 4.2915 4.3057 2Y 4.0793 16.6403

-7.2000 51.8400 3.4726 3.4728 3Y -0.5957 0.3549

-3.6000 12.9600 0.6064 0.6090 4Y 4.0793 16.6403

-3.6000 12.9600 0.1697 0.1698 5Y -1.2957 1.6790

-3.6000 12.9600 0.4032 0.4061 6Y -4.8707 23.7242

-2.6500 7.0225 0.1119 0.1128 7Y 1.5043 2.2628

0.0000 0.0000 0.0000 0.0063 8Y 1.8543 3.4383

2.6500 7.0225 0.1119 0.1128 9Y 1.5043 2.2628

3.6000 12.9600 0.4032 0.4061 10Y -4.8707 23.7242

3.6000 12.9600 0.1697 0.1698 11Y -1.2957 1.6790

3.6000 12.9600 0.6064 0.6090 12Y 4.0793 16.6403

7.2000 51.8400 3.4726 3.4728 13Y -0.5957 0.3549

7.2000 51.8400 4.2915 4.3057 14Y 4.0793 16.6403

10.7500 115.5626 27.7662 27.7725 15Y 1.8543 3.4383

-1.3250 1.7556 0.0480 0.0496 16Y -3.6207 13.1098

1.3250 1.7556 0.0480 0.0496 17Y -3.6207 13.1098

91.1847


44/67

(Kx/Em).Y^2X

=Xi-XcrX^2 (Ky/Em).X^2 J

3.19615 -7.2000 51.8400 0.0470 3.2432

0.19758 -9.5750 91.6806 0.0521 0.2497

0.36694 -4.3250 18.7056 0.0147 0.3817

0.04108 -4.3250 18.7056 0.0147 0.0558

0.07745 -8.1750 66.8306 0.0058 0.0833

0.58599 0.0000 0.0000 0.0000 0.5860

3.39260 -6.4000 40.9600 0.0093 3.4019

1.96505 -0.0250 0.0006 0.0000 1.9651

3.19615 7.2000 51.8400 0.0470 3.2432

0.19758 9.5750 91.6807 0.0521 0.2497

0.36694 4.3250 18.7057 0.0147 0.38170.04108 4.3250 18.7057 0.0147 0.0558

0.07745 8.1750 66.8307 0.0058 0.0833

3.39260 6.4000 40.9600 0.0093 3.4019

0.00627 -10.7500 115.5624 27.7662 27.7725

0.01418 -7.2000 51.8400 4.2915 4.3057

0.00027 -7.2000 51.8400 3.4726 3.4728

0.00257 -3.6000 12.9600 0.6064 0.6090

0.00014 -3.6000 12.9600 0.1697 0.1698

0.00292 -3.6000 12.9600 0.4032 0.4061

0.00087 -2.6500 7.0225 0.1119 0.1128

0.00627 0.0000 0.0000 0.0000 0.0063

0.00087 2.6500 7.0225 0.1119 0.1128

0.00292 3.6000 12.9600 0.4032 0.4061

0.00014 3.6000 12.9600 0.1697 0.1698

0.00257 3.6000 12.9600 0.6064 0.6090

0.00027 7.2000 51.8400 3.4726 3.4728

0.01418 7.2000 51.8400 4.2915 4.3057

0.00627 10.7500 115.5626 27.7662 27.7725

0.00151 -1.3250 1.7556 0.0480 0.0496

0.00151 1.3250 1.7556 0.0480 0.0496

91.1847


45/67

11.6.8.4 Clculo del momento torsor y excentricidades

Piso 01 Piso 02

X Y XV_(1) 175,526.47 175,526.47 V_(1) 158,384.02

F_(1) 17,142.44 17,142.44

F_(2) 34,284.89 34,284.89 F_(2) 34,284.89

F_(3) 51,427.33 51,427.33 F_(3) 51,427.33

F_(4) 72,671.80 72,671.80 F_(4) 72,671.80

Centro masa CM 10.8744 7.1937 Centro masa CM 10.8744

Centro rigidez CR 10.8750 6.4207 Centro rigidez CR 10.8750

Dimensin D 21.75 12.45 Dimensin D 21.75

J 91.1847 91.1847 J 91.1847

Peso Nivel 216,175.05 216,175.05 Peso Nivel 216,175.05C 2.50 2.50 C 2.50

T 0.1713 0.1713 T 0.1713

Mt_1 354,207.26 381,671.46 Mt_1 319,614.31

Mt_2 -82,853.64 -381,868.68 Mt_2 -74,761.91

Excentricidad "e" -0.0006 0.7730 Excentricidad "e" -0.0006

e_accidental 2.175 1.245 e_accidental 2.175

Momento to

excentricida

VaValores

Descripcin

Momento torsor y

excentricidades

Descripcin


46/67

Piso 03 Piso 04

Y X Y158,384.02 V_(1) 124,099.13 124,099.13 V_(1)

34,284.89

51,427.33 F_(3) 51,427.33 51,427.33

72,671.80 F_(4) 72,671.80 72,671.80 F_(4)

7.1937 Centro masa CM 10.8744 7.1937 Centro masa CM

6.4207 Centro rigidez CR 10.8750 6.4207 Centro rigidez CR

12.45 Dimensin D 21.75 12.45 Dimensin D

91.1847 J 91.1847 91.1847 J

216,175.05 Peso Nivel 216,175.05 216,175.05 Peso Nivel2.50 C 2.50 2.50 C

0.1713 T 0.1713 0.1713 T

344,396.27 Mt_1 250,428.41 269,845.90 Mt_1

-344,574.23 Mt_2 -58,578.43 -269,985.34 Mt_2

0.7730 Excentricidad "e" -0.0006 0.7730 Excentricidad "e"

1.245 e_accidental 2.175 1.245 e_accidental

sor y

des

Momento torsor y

excentricidades

lores

Descripcin

Valores

Descripcin


47/67

X Y72,671.80 72,671.80

72,671.80 72,671.80

10.8744 7.1937

10.8750 6.4207

21.75 12.45

91.1847 91.1847

229,107.20 229,107.202.50 2.50

0.1713 0.1713

146,649.56 158,020.34

-34,303.22 -158,101.99

-0.0006 0.7730

2.175 1.245

Valores

Momento torsor y

excentricidades


48/67

11.6.8.5 Clculo de los incrementos de cortantes por torsinPiso 01

V1x V2x

1X 0.091685 0.000907 5.9043 -7.2000 2,102.796 -491.871

2X 0.038882 0.000568 2.2543 -9.5750 340.476 -79.642

3X 0.072209 0.000787 2.2543 -4.3250 632.312 -147.906

4X 0.072209 0.000787 0.7543 -4.3250 211.566 -49.488

5X 0.015356 0.000087 -2.2457 -8.1750 -133.959 31.335

6X 0.116190 0.000291 -2.2457 0.0000 -1,013.599 237.094

7X 0.084249 0.000228 -6.3457 -6.4000 -2,076.753 485.779

8X 0.048799 0.000159 -6.3457 -0.0250 -1,202.894 281.372

9X 0.091685 0.000907 5.9043 7.2000 2,102.796 -491.871

10X 0.038882 0.000568 2.2543 9.5750 340.476 -79.642

11X 0.072209 0.000787 2.2543 4.3250 632.312 -147.90612X 0.072209 0.000787 0.7543 4.3250 211.566 -49.488

13X 0.015356 0.000087 -2.2457 8.1750 -133.959 31.335

14X 0.084249 0.000228 -6.3457 6.4000 -2,076.753 485.779

1Y 0.001825 0.240270 1.8543 -10.7500 13.143 -3.074

2Y 0.000852 0.082783 4.0793 -7.2000 13.505 -3.159

3Y 0.000754 0.066986 -0.5957 -7.2000 -1.745 0.408

4Y 0.000155 0.046791 4.0793 -3.6000 2.450 -0.573

5Y 0.000081 0.013091 -1.2957 -3.6000 -0.409 0.096

6Y 0.000123 0.031110 -4.8707 -3.6000 -2.325 0.544

7Y 0.000382 0.015937 1.5043 -2.6500 2.235 -0.523

8Y 0.001825 0.240270 1.8543 0.0000 13.143 -3.074

9Y 0.000382 0.015937 1.5043 2.6500 2.235 -0.523

10Y 0.000123 0.031110 -4.8707 3.6000 -2.325 0.544

11Y 0.000081 0.013091 -1.2957 3.6000 -0.409 0.096

12Y 0.000155 0.046791 4.0793 3.6000 2.450 -0.573

13Y 0.000754 0.066986 -0.5957 7.2000 -1.745 0.408

14Y 0.000852 0.082783 4.0793 7.2000 13.505 -3.159

15Y 0.001825 0.240270 1.8543 10.7500 13.143 -3.074

16Y 0.000115 0.027368 -3.6207 -1.3250 -1.617 0.378

17Y 0.000115 0.027368 -3.6207 1.3250 -1.617 0.378

0.924569 1.296120

Incrementos de cortantes por torsin ()

Muro Kx / Em Ky / EmY

=Yi-YcrX

=Xi-XcrDIRECCION X


49/67

Piso 02

V1y V2y

-27.331 27.345 1X 0.091685 0.000907 5.9043 -7.2000

-22.771 22.783 2X 0.038882 0.000568 2.2543 -9.5750

-14.242 14.249 3X 0.072209 0.000787 2.2543 -4.3250

-14.242 14.249 4X 0.072209 0.000787 0.7543 -4.3250

-2.984 2.986 5X 0.015356 0.000087 -2.2457 -8.1750

0.000 0.000 6X 0.116190 0.000291 -2.2457 0.0000

-6.107 6.110 7X 0.084249 0.000228 -6.3457 -6.4000

-0.017 0.017 8X 0.048799 0.000159 -6.3457 -0.0250

27.331 -27.345 9X 0.091685 0.000907 5.9043 7.2000

22.771 -22.783 10X 0.038882 0.000568 2.2543 9.5750

14.242 -14.249 11X 0.072209 0.000787 2.2543 4.325014.242 -14.249 12X 0.072209 0.000787 0.7543 4.3250

2.984 -2.986 13X 0.015356 0.000087 -2.2457 8.1750

6.107 -6.110 14X 0.084249 0.000228 -6.3457 6.4000

-10,811.246 10,816.832 1Y 0.001825 0.240270 1.8543 -10.7500

-2,494.843 2,496.133 2Y 0.000852 0.082783 4.0793 -7.2000

-2,018.759 2,019.802 3Y 0.000754 0.066986 -0.5957 -7.2000

-705.064 705.428 4Y 0.000155 0.046791 4.0793 -3.6000

-197.258 197.360 5Y 0.000081 0.013091 -1.2957 -3.6000

-468.782 469.024 6Y 0.000123 0.031110 -4.8707 -3.6000

-176.773 176.865 7Y 0.000382 0.015937 1.5043 -2.6500

0.003 -0.003 8Y 0.001825 0.240270 1.8543 0.0000

176.774 -176.865 9Y 0.000382 0.015937 1.5043 2.6500

468.783 -469.025 10Y 0.000123 0.031110 -4.8707 3.6000

197.258 -197.360 11Y 0.000081 0.013091 -1.2957 3.6000

705.065 -705.430 12Y 0.000155 0.046791 4.0793 3.6000

2,018.760 -2,019.804 13Y 0.000754 0.066986 -0.5957 7.2000

2,494.846 -2,496.135 14Y 0.000852 0.082783 4.0793 7.2000

10,811.252 -10,816.838 15Y 0.001825 0.240270 1.8543 10.7500

-151.786 151.864 16Y 0.000115 0.027368 -3.6207 -1.3250

151.787 -151.865 17Y 0.000115 0.027368 -3.6207 1.3250

0.924569 1.296120


Muro Kx / Em Ky / EmY

=Yi-YcrX

=Xi-XcrDIRECCION Y


50/67

Piso 03

V1x V2x V1y V2y

1,897.430 -443.833 -24.662 24.675 1X 0.091685 0.000907

307.224 -71.864 -20.547 20.558 2X 0.038882 0.000568

570.558 -133.461 -12.851 12.858 3X 0.072209 0.000787

190.904 -44.655 -12.851 12.858 4X 0.072209 0.000787

-120.876 28.274 -2.693 2.694 5X 0.015356 0.000087

-914.608 213.939 0.000 0.000 6X 0.116190 0.000291

-1,873.931 438.337 -5.510 5.513 7X 0.084249 0.000228

-1,085.415 253.893 -0.015 0.015 8X 0.048799 0.000159

1,897.430 -443.833 24.662 -24.675 9X 0.091685 0.000907

307.224 -71.864 20.547 -20.558 10X 0.038882 0.000568

570.558 -133.461 12.851 -12.858 11X 0.072209 0.000787190.904 -44.655 12.851 -12.858 12X 0.072209 0.000787

-120.876 28.274 2.693 -2.694 13X 0.015356 0.000087

-1,873.931 438.337 5.510 -5.513 14X 0.084249 0.000228

11.860 -2.774 -9,755.387 9,760.428 1Y 0.001825 0.240270

12.186 -2.850 -2,251.189 2,252.353 2Y 0.000852 0.082783

-1.574 0.368 -1,821.601 1,822.542 3Y 0.000754 0.066986

2.211 -0.517 -636.205 636.534 4Y 0.000155 0.046791

-0.369 0.086 -177.993 178.085 5Y 0.000081 0.013091

-2.098 0.491 -422.999 423.218 6Y 0.000123 0.031110

2.016 -0.472 -159.509 159.592 7Y 0.000382 0.015937

11.860 -2.774 0.003 -0.003 8Y 0.001825 0.240270

2.016 -0.472 159.510 -159.592 9Y 0.000382 0.015937

-2.098 0.491 423.000 -423.218 10Y 0.000123 0.031110

-0.369 0.086 177.993 -178.085 11Y 0.000081 0.013091

2.211 -0.517 636.207 -636.535 12Y 0.000155 0.046791

-1.574 0.368 1,821.602 -1,822.544 13Y 0.000754 0.066986

12.186 -2.850 2,251.191 -2,252.355 14Y 0.000852 0.082783

11.860 -2.774 9,755.392 -9,760.433 15Y 0.001825 0.240270

-1.459 0.341 -136.962 137.033 16Y 0.000115 0.027368

-1.459 0.341 136.963 -137.033 17Y 0.000115 0.027368

0.924569 1.296120

DIRECCION YIncrementos de cortante

Muro Kx / Em Ky / EmDIRECCION X


51/67

Piso 04

V1x V2x V1y V2y

5.9043 -7.2000 1,486.700 -347.758 -19.323 19.333 1X

2.2543 -9.5750 240.720 -56.308 -16.100 16.108 2X

2.2543 -4.3250 447.051 -104.571 -10.069 10.074 3X

0.7543 -4.3250 149.580 -34.989 -10.069 10.074 4X

-2.2457 -8.1750 -94.710 22.154 -2.110 2.111 5X

-2.2457 0.0000 -716.626 167.628 0.000 0.000 6X

-6.3457 -6.4000 -1,468.287 343.451 -4.317 4.320 7X

-6.3457 -0.0250 -850.459 198.933 -0.012 0.012 8X

5.9043 7.2000 1,486.700 -347.758 19.323 -19.333 9X

2.2543 9.5750 240.720 -56.308 16.100 -16.108 10X

2.2543 4.3250 447.051 -104.571 10.069 -10.074 11X0.7543 4.3250 149.580 -34.989 10.069 -10.074 12X

-2.2457 8.1750 -94.710 22.154 2.110 -2.111 13X

-6.3457 6.4000 -1,468.287 343.451 4.317 -4.320 14X

1.8543 -10.7500 9.292 -2.174 -7,643.669 7,647.619 1Y

4.0793 -7.2000 9.548 -2.233 -1,763.882 1,764.793 2Y

-0.5957 -7.2000 -1.234 0.289 -1,427.285 1,428.022 3Y

4.0793 -3.6000 1.732 -0.405 -498.488 498.746 4Y

-1.2957 -3.6000 -0.289 0.068 -139.463 139.536 5Y

-4.8707 -3.6000 -1.644 0.385 -331.434 331.605 6Y

1.5043 -2.6500 1.580 -0.370 -124.981 125.045 7Y

1.8543 0.0000 9.292 -2.174 0.002 -0.002 8Y

1.5043 2.6500 1.580 -0.370 124.981 -125.046 9Y

-4.8707 3.6000 -1.644 0.385 331.434 -331.606 10Y

-1.2957 3.6000 -0.289 0.068 139.464 -139.536 11Y

4.0793 3.6000 1.732 -0.405 498.489 -498.747 12Y

-0.5957 7.2000 -1.234 0.289 1,427.286 -1,428.023 13Y

4.0793 7.2000 9.548 -2.233 1,763.883 -1,764.795 14Y

1.8543 10.7500 9.292 -2.174 7,643.673 -7,647.623 15Y

-3.6207 -1.3250 -1.143 0.267 -107.314 107.370 16Y

-3.6207 1.3250 -1.143 0.267 107.315 -107.370 17Y

s por torsin ()

Y=Yi-Ycr

X=Xi-Xcr

DIRECCION X DIRECCION YMuro


52/67

V1x V2x V1y V2y

0.091685 0 .000907 5.9043 -7.2000 870.603 -203.645 -11.316 11.322

0.038882 0.000568 2.2543 -9.5750 140.964 -32.973 -9.428 9.433

0.072209 0.000787 2.2543 -4.3250 261.791 -61.236 -5.896 5.899

0.072209 0.000787 0.7543 -4.3250 87.593 -20.489 -5.896 5.899

0.015356 0.000087 -2.2457 -8.1750 -55.462 12.973 -1.236 1.236

0.116190 0.000291 -2.2457 0.0000 -419.652 98.162 0.000 0.000

0.084249 0.000228 -6.3457 -6.4000 -859.821 201.123 -2.528 2.530

0.048799 0.000159 -6.3457 -0.0250 -498.024 116.494 -0.007 0.007

0.091685 0.000907 5.9043 7.2000 870.603 -203.645 11.316 -11.322

0.038882 0.000568 2.2543 9.5750 140.964 -32.973 9.428 -9.433

0.072209 0.000787 2.2543 4.3250 261.791 -61.236 5.896 -5.8990.072209 0.000787 0.7543 4.3250 87.593 -20.489 5.896 -5.899

0.015356 0.000087 -2.2457 8.1750 -55.462 12.973 1.236 -1.236

0.084249 0.000228 -6.3457 6.4000 -859.821 201.123 2.528 -2.530

0.001825 0.240270 1.8543 -10.7500 5.442 -1.273 -4,476.092 4,478.405

0.000852 0.082783 4.0793 -7.2000 5.591 -1.308 -1,032.920 1,033.454

0.000754 0.066986 -0.5957 -7.2000 -0.722 0.169 -835.810 836.242

0.000155 0.046791 4.0793 -3.6000 1.014 -0.237 -291.912 292.063

0.000081 0.013091 -1.2957 -3.6000 -0.169 0.040 -81.669 81.711

0.000123 0.031110 -4.8707 -3.6000 -0.963 0.225 -194.086 194.186

0.000382 0.015937 1.5043 -2.6500 0.925 -0.216 -73.188 73.226

0.001825 0.240270 1.8543 0.0000 5.442 -1.273 0.001 -0.001

0.000382 0.015937 1.5043 2.6500 0.925 -0.216 73.188 -73.226

0.000123 0.031110 -4.8707 3.6000 -0.963 0.225 194.086 -194.187

0.000081 0.013091 -1.2957 3.6000 -0.169 0.040 81.669 -81.711

0.000155 0.046791 4.0793 3.6000 1.014 -0.237 291.912 -292.063

0.000754 0.066986 -0.5957 7.2000 -0.722 0.169 835.811 -836.243

0.000852 0 .082783 4.0793 7.2000 5.591 -1.308 1,032.921 -1,033.454

0.001825 0.240270 1.8543 10.7500 5.442 -1.273 4,476.095 -4,478.408

0.000115 0.027368 -3.6207 -1.3250 -0.669 0.157 -62.843 62.875

0.000115 0.027368 -3.6207 1.3250 -0.669 0.157 62.843 -62.875

0.924569 1.296120


Kx / Em Ky / EmY

=Yi-YcrX

=Xi-XcrDIRECCION X DIRECCION Y


53/67

11.6.8.6 Clculo de cortantes de diseo en la direccin "X"Piso 01

Vx1 = 175,526.47 kg.

Muro V_tras V1x V2x

Vx

(asumido)

Vx

(diseo)1X 17,406.04 2,102.80 -491.87 2,102.80 19,508.84

2X 7,381.62 340.48 -79.64 340.48 7,722.09

3X 13,708.71 632.31 -147.91 632.31 14,341.02

4X 13,708.71 211.57 -49.49 211.57 13,920.27

5X 2,915.26 -133.96 31.33 31.33 2,946.60

6X 22,058.37 -1,013.60 237.09 237.09 22,295.46

7X 15,994.48 -2,076.75 485.78 485.78 16,480.25

8X 9,264.30 -1,202.89 281.37 281.37 9,545.67

9X 17,406.04 2,102.80 -491.87 2,102.80 19,508.84

10X 7,381.62 340.48 -79.64 340.48 7,722.0911X 13,708.71 632.31 -147.91 632.31 14,341.02

12X 13,708.71 211.57 -49.49 211.57 13,920.27

13X 2,915.26 -133.96 31.33 31.33 2,946.60

14X 15,994.48 -2,076.75 485.78 485.78 16,480.25

1Y 346.42 13.14 -3.07 13.14 359.56

2Y 161.80 13.50 -3.16 13.50 175.30

3Y 143.13 -1.74 0.41 0.41 143.54

4Y 29.35 2.45 -0.57 2.45 31.80

5Y 15.43 -0.41 0.10 0.10 15.52

6Y 23.33 -2.33 0.54 0.54 23.88

7Y 72.60 2.23 -0.52 2.23 74.84

8Y 346.42 13.14 -3.07 13.14 359.56

9Y 72.60 2.23 -0.52 2.23 74.84

10Y 23.33 -2.33 0.54 0.54 23.88

11Y 15.43 -0.41 0.10 0.10 15.52

12Y 29.35 2.45 -0.57 2.45 31.80

13Y 143.13 -1.74 0.41 0.41 143.54

14Y 161.80 13.50 -3.16 13.50 175.30

15Y 346.42 13.14 -3.07 13.14 359.56

16Y 21.83 -1.62 0.38 0.38 22.20

17Y 21.83 -1.62 0.38 0.38 22.20

11.6.8.7 Clculo de cortantes de diseo en la direccin "Y"Piso 01

Vy1 = 175,526.47 kg.

Cortantes de diseo en la direccin "Y"

Cortantes de diseo en la direccin "X"


54/67

Muro V_tras V1y V2y Vy

(asumido)Vy

(diseo)1X 122.82 -27.33 27.35 27.35 150.16

2X 76.94 -22.77 22.78 22.78 99.73

3X 106.54 -14.24 14.25 14.25 120.79

4X 106.54 -14.24 14.25 14.25 120.795X 11.81 -2.98 2.99 2.99 14.80

6X 39.46 0.00 0.00 0.00 39.46

7X 30.87 -6.11 6.11 6.11 36.98

8X 21.48 -0.02 0.02 0.02 21.49

9X 122.82 27.33 -27.35 27.33 150.15

10X 76.94 22.77 -22.78 22.77 99.72

11X 106.54 14.24 -14.25 14.24 120.78

12X 106.54 14.24 -14.25 14.24 120.78

13X 11.81 2.98 -2.99 2.98 14.80

14X 30.87 6.11 -6.11 6.11 36.981Y 32,538.47 -10,811.25 10,816.83 10,816.83 43,355.30

2Y 11,210.91 -2,494.84 2,496.13 2,496.13 13,707.04

3Y 9,071.56 -2,018.76 2,019.80 2,019.80 11,091.36

4Y 6,336.60 -705.06 705.43 705.43 7,042.03

5Y 1,772.81 -197.26 197.36 197.36 1,970.17

6Y 4,213.07 -468.78 469.02 469.02 4,682.09

7Y 2,158.25 -176.77 176.86 176.86 2,335.11

8Y 32,538.47 0.00 0.00 0.00 32,538.48

9Y 2,158.25 176.77 -176.87 176.77 2,335.02

10Y 4,213.07 468.78 -469.02 468.78 4,681.85

11Y 1,772.81 197.26 -197.36 197.26 1,970.0712Y 6,336.60 705.07 -705.43 705.07 7,041.66

13Y 9,071.56 2,018.76 -2,019.80 2,018.76 11,090.32

14Y 11,210.91 2,494.85 -2,496.13 2,494.85 13,705.75

15Y 32,538.47 10,811.25 -10,816.84 10,811.25 43,349.72

16Y 3,706.35 -151.79 151.86 151.86 3,858.21

17Y 3,706.35 151.79 -151.86 151.79 3,858.13


55/67

Piso 02

Vx2 = 158,384.02 kg.

% de

Absorcin Muro V_tras V1x V2x

Vx

(asumido)

Vx

(diseo)11.11% 1X 15,706.11 1,897.43 -443.83 1,897.43 17,603.54

4.40% 2X 6,660.71 307.22 -71.86 307.22 6,967.93

8.17% 3X 12,369.87 570.56 -133.46 570.56 12,940.43

7.93% 4X 12,369.87 190.90 -44.65 190.90 12,560.78

1.68% 5X 2,630.55 -120.88 28.27 28.27 2,658.82

12.70% 6X 19,904.08 -914.61 213.94 213.94 20,118.02

9.39% 7X 14,432.41 -1,873.93 438.34 438.34 14,870.74

5.44% 8X 8,359.52 -1,085.42 253.89 253.89 8,613.41

11.11% 9X 15,706.11 1,897.43 -443.83 1,897.43 17,603.54

4.40% 10X 6,660.71 307.22 -71.86 307.22 6,967.938.17% 11X 12,369.87 570.56 -133.46 570.56 12,940.43

7.93% 12X 12,369.87 190.90 -44.65 190.90 12,560.78

1.68% 13X 2,630.55 -120.88 28.27 28.27 2,658.82

9.39% 14X 14,432.41 -1,873.93 438.34 438.34 14,870.74

0.20% 1Y 312.58 11.86 -2.77 11.86 324.44

0.10% 2Y 146.00 12.19 -2.85 12.19 158.18

0.08% 3Y 129.15 -1.57 0.37 0.37 129.52

0.02% 4Y 26.49 2.21 -0.52 2.21 28.70

0.01% 5Y 13.92 -0.37 0.09 0.09 14.01

0.01% 6Y 21.05 -2.10 0.49 0.49 21.54

0.04% 7Y 65.51 2.02 -0.47 2.02 67.53

0.20% 8Y 312.58 11.86 -2.77 11.86 324.44

0.04% 9Y 65.51 2.02 -0.47 2.02 67.53

0.01% 10Y 21.05 -2.10 0.49 0.49 21.54

0.01% 11Y 13.92 -0.37 0.09 0.09 14.01

0.02% 12Y 26.49 2.21 -0.52 2.21 28.70

0.08% 13Y 129.15 -1.57 0.37 0.37 129.52

0.10% 14Y 146.00 12.19 -2.85 12.19 158.18

0.20% 15Y 312.58 11.86 -2.77 11.86 324.44

0.01% 16Y 19.69 -1.46 0.34 0.34 20.04

0.01% 17Y 19.69 -1.46 0.34 0.34 20.04

104.67%

Piso 02

Vy2 = 158,384.02 kg.




56/67

% deAbsorcin


(asumido)Vy

(diseo)0.09% 1X 110.82 -24.66 24.67 24.67 135.50

0.06% 2X 69.43 -20.55 20.56 20.56 89.99

0.07% 3X 96.13 -12.85 12.86 12.86 108.99

0.07% 4X 96.13 -12.85 12.86 12.86 108.990.01% 5X 10.66 -2.69 2.69 2.69 13.35

0.02% 6X 35.61 0.00 0.00 0.00 35.61

0.02% 7X 27.86 -5.51 5.51 5.51 33.37

0.01% 8X 19.38 -0.01 0.01 0.01 19.39

0.09% 9X 110.82 24.66 -24.67 24.66 135.48

0.06% 10X 69.43 20.55 -20.56 20.55 89.98

0.07% 11X 96.13 12.85 -12.86 12.85 108.98

0.07% 12X 96.13 12.85 -12.86 12.85 108.98

0.01% 13X 10.66 2.69 -2.69 2.69 13.35

0.02% 14X 27.86 5.51 -5.51 5.51 33.3724.70% 1Y 29,360.67 -9,755.39 9,760.43 9,760.43 39,121.09

7.81% 2Y 10,116.02 -2,251.19 2,252.35 2,252.35 12,368.37

6.32% 3Y 8,185.60 -1,821.60 1,822.54 1,822.54 10,008.14

4.01% 4Y 5,717.75 -636.21 636.53 636.53 6,354.28

1.12% 5Y 1,599.67 -177.99 178.09 178.09 1,777.76

2.67% 6Y 3,801.61 -423.00 423.22 423.22 4,224.82

1.33% 7Y 1,947.47 -159.51 159.59 159.59 2,107.06

18.54% 8Y 29,360.67 0.00 0.00 0.00 29,360.67

1.33% 9Y 1,947.47 159.51 -159.59 159.51 2,106.98

2.67% 10Y 3,801.61 423.00 -423.22 423.00 4,224.61

1.12% 11Y 1,599.67 177.99 -178.09 177.99 1,777.664.01% 12Y 5,717.75 636.21 -636.54 636.21 6,353.95

6.32% 13Y 8,185.60 1,821.60 -1,822.54 1,821.60 10,007.20

7.81% 14Y 10,116.02 2,251.19 -2,252.35 2,251.19 12,367.21

24.70% 15Y 29,360.67 9,755.39 -9,760.43 9,755.39 39,116.06

2.20% 16Y 3,344.37 -136.96 137.03 137.03 3,481.41

2.20% 17Y 3,344.37 136.96 -137.03 136.96 3,481.34

119.50%


57/67

Piso 03

Vx3 = 124,099.13 kg.

% de

Absorcin Muro V_tras V1x V2x

Vx

(asumido)

Vx

(diseo)11.11% 1X 12,306.26 1,486.70 -347.76 1,486.70 13,792.96

4.40% 2X 5,218.88 240.72 -56.31 240.72 5,459.60

8.17% 3X 9,692.20 447.05 -104.57 447.05 10,139.26

7.93% 4X 9,692.20 149.58 -34.99 149.58 9,841.78

1.68% 5X 2,061.12 -94.71 22.15 22.15 2,083.28

12.70% 6X 15,595.51 -716.63 167.63 167.63 15,763.14

9.39% 7X 11,308.27 -1,468.29 343.45 343.45 11,651.72

5.44% 8X 6,549.96 -850.46 198.93 198.93 6,748.89

11.11% 9X 12,306.26 1,486.70 -347.76 1,486.70 13,792.96

4.40% 10X 5,218.88 240.72 -56.31 240.72 5,459.608.17% 11X 9,692.20 447.05 -104.57 447.05 10,139.26

7.93% 12X 9,692.20 149.58 -34.99 149.58 9,841.78

1.68% 13X 2,061.12 -94.71 22.15 22.15 2,083.28

9.39% 14X 11,308.27 -1,468.29 343.45 343.45 11,651.72

0.20% 1Y 244.92 9.29 -2.17 9.29 254.21

0.10% 2Y 114.39 9.55 -2.23 9.55 123.94

0.08% 3Y 101.19 -1.23 0.29 0.29 101.48

0.02% 4Y 20.75 1.73 -0.41 1.73 22.48

0.01% 5Y 10.91 -0.29 0.07 0.07 10.98

0.01% 6Y 16.50 -1.64 0.38 0.38 16.88

0.04% 7Y 51.33 1.58 -0.37 1.58 52.91

0.20% 8Y 244.92 9.29 -2.17 9.29 254.21

0.04% 9Y 51.33 1.58 -0.37 1.58 52.91

0.01% 10Y 16.50 -1.64 0.38 0.38 16.88

0.01% 11Y 10.91 -0.29 0.07 0.07 10.98

0.02% 12Y 20.75 1.73 -0.41 1.73 22.48

0.08% 13Y 101.19 -1.23 0.29 0.29 101.48

0.10% 14Y 114.39 9.55 -2.23 9.55 123.94

0.20% 15Y 244.92 9.29 -2.17 9.29 254.21

0.01% 16Y 15.43 -1.14 0.27 0.27 15.70

0.01% 17Y 15.43 -1.14 0.27 0.27 15.70

104.67%

Piso 03

Vy3 = 124,099.13 kg.




58/67

% deAbsorcin


(asumido)V

hojas_de_calculo(1).xls

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Transcript of hojas_de_calculo(1).xls