PLANO LOSA RADIER DE - aevivienda.gob.bo ESTRUCTURALES LA TA… · 321,0 102,0 72 6 126,0 153,0 84 1 126,0 153,0 84 7 30 30 295,0 1,40 1,95 1,40 0,70 3,35 0,70 3,20 PLANILLA DE ACEROS

1.- Código de diseño: ACI 318-11

2.- Calidad del hormigón:

- Dosificación: por peso

- Resistencia a la compresión: f`c= 210 kg/cm2

- Condiciones Previstas para la ejecución: Buenas

- Nivel de control: Intenso

- Verificación de la resistencia

Por lo menos una probeta de 15x30 cada 10 m3 de hormigón

3.- Calidad del acero de refuerzo:

- Tipo de acero Acero de alta adherencia

- Fluencia del acero: Fy= 4200 kg/cm2

4.- Traslapes:

- Acero long: 40 veces el diámetro de barra

5.- Longitud de anclaje:

- Acero long. 20 cm como mínimo

- Orejas: 5 veces el diámetro de la barra

6.- Colocación de la armadura

- La posición de las armaduras

en los planos es meramente indicada

7.- Recubrimiento libre:

- Fundaciones 5 cm.

- Columnas 3 cm.

- Vigas 2.5 cm.

- Losas y escaleras 2 cm

8.- Tamaño máximo del agregado grueso

- ∅ 25 mm

9.- Cargas de diseño utilizadas:

Cargas Viva 200 kg/m2

Carga Muerta 280 kg/m2

Carga de nieve 150 kg/m2

Parqueos 500 kg/m2

Vel. de viento 150 km/hr

Carga sobre losa de fundacion 500 kg/m2

10.- Las dimensiones deben ser verificadas en obra

11.- Cualquier modificación al plano, libera de responsabilidad al Ingeniero Estructural

12.- Unidades utilizadas:

- Unidades de medida: metros (m)

- Unidades en espaciamientos Centímetros (cm)

- Esquema de doblado Metros (m)

13.- La construcción de la Estructura de Hormigón Armado,

necesariamente, debe ser Supervisada por un Ingeniero

Civil Registrado en la S.I.B. y C.I.C.C.

2

15Ø20c/15

3

15Ø20c/15

4

15Ø25c/15

2

15Ø20c/15

5,20

3,20 2,001,40

0,70 0,70

5

24Ø20c/15

6

24Ø20c/15

1

24Ø20c/15

7

24Ø20c/15

1,0

00

,7

0

1,0

00

,7

0

1,0

00

,7

0

2,1

5

3,20

3,60

1,9

5

1,95

3

72

102,0

446,0

102,0

72

2

126,0

151,0

67

2

126,0

151,0

67

4

30

30

431,0

5

72

102,0

321,0

102,0

72

6

126,0

153,0

84

1

126,0

153,0

84

7

30

30

295,0

1,40 1,95 1,40

0,70

3,35

0,70

3,20

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ

Long.

(m)

Elemt. Total

Cantidades

Long

total

(m)

Masa

(kg)

Total

masa (t)

FUNDACION

ASCENSOR

1 1.798

1 20 3.5 24 24 83.5 206.3

2 20 3.3 30 30 98.7 243.8

3 20 7.6 15 15 114.6 283.1

4 25 4.8 15 15 71.6 275.5

5 20 6.4 24 24 153.4 378.8

6 20 3.5 24 24 83.5 206.3

7 20 3.4 24 24 82.6 203.9

FUNDACION DEL ASCENSOR

ESC.1:50

PLANO LOSA RADIER DE

E= 70 cm

ARMADURA SUPERIOR LONGITUDINAL

Esc. 1:100

ARMADURA SUPERIOR TRANSVERSAL

Esc. 1:100

ARMADURA INFERIOR TRANSVERSAL

Esc. 1:100

ARMADURA INFERIOR LONGITUDINAL

Esc. 1:100

B

B

B

B

B

B

B

B

A AA A

A AA A

25 25

22 22

19 19

11 11

8 8

3 3

B

B

D

D

I

I

K

K

P

P

R

R

W

W

Y

Y

25 25

22 22

19 19

11 11

8 8

3 3

B

B

D

D

I

I

K

K

P

P

R

R

W

W

Y

Y

25 25

22 22

19 19

11 11

8 8

3 3

B

B

D

D

I

I

K

K

P

P

R

R

W

W

Y

Y

25 25

22 22

19 19

11 11

8 8

3 3

B

B

D

D

I

I

K

K

P

P

R

R

W

W

Y

Y

3,45 3,40 3,45 4,50 3,45 3,40 3,45

3,4

53

,8

55

,1

33

,7

03

,6

0

3,45 3,40 3,45 4,50 3,45 3,40 3,45 3,45 3,40 3,45 4,50 3,45 3,40 3,45

3,45 3,40 3,45 4,50 3,45 3,40 3,45

3,4

53

,8

55

,1

33

,7

03

,6

03

,4

53

,8

55

,1

33

,7

03

,6

0

3,4

53

,8

55

,1

33

,7

03

,6

0

NOMBRE DEL PROYECTO Y TIPO DE EDIFICACION

PROPIETARIOS:

SELLO DE APROBACION:

S.I.B:

C.I.C.C:

G.A.M.C:

INGENIERO RESPONSABLE DEL CALCULO:

ING. JORGE DIAZ MALDONADO

NUMERO DE LAMINA:

1/7

18/AGO/2014

FECHA:

VARIADA

ESCALA:

PLANO ESTRUCTURAL

LOSA DE FUNDACION

NOMBRE DE LA LAMINA:

OTRO:

OTRO:

HORMIGON:

ACERO:

210.00 Kg./cm2.

4,200.00 Kg./cm2.

Resistencia de los materiales estructurales adoptados

(Kg./cm.2), especificando a que parte corresponde.

RESISTENCIA DE MATERIALES

352.96 31061.8 88.01FUNDACIONES:

343.48 56,784.00

165.31COLUMNAS:

341.75

43,194.60 126.39VIGAS:

4.68 708.91 151.47LOSAS LLENA:

44.73 4,446.11 99.39MUROS DE CONTENCION:

58.41 7,416.33 126.97ASCENSORES:

34.51 4,878.11 141.35ESCALERAS:

0.00 0.00 0.00OTROS:

TOTALES:

HORMIGON

m.3

ACERO

Kg.

CUANTIA

Kg./m.3

CANTIDAD DE MATERIALES

PRESION ADMISIBLE ADOPTADA Kg./cm.2:

ARCILLA LIMOSA

1.3 Kg./cm2.

CLASIFICACION DEL SUELO:

NIVEL FREATICO:

RELACIONADAS AL SUELO:

PROGRAMA UTILIZADO:

VERSION:

PROGRAMAS:

ACI 318 - 11

NORMAS

NORMA UTILIZADA EN EL CALCULO Y AÑO DE PUBLICACION:

SIMULACIÓN ESTRUCTURAL

TRIDIMENSIONAL

SISTEMA ESTRUCTURAL ADOPTADO:

DATOS TECNICOS

FIDEICOMISO AEVIVIENDA

ETABS 2013

13

- - .

Elemento Pos. Diám. No.

Long.

(cm)

Total

(cm)

Grado 60

(kg)

Armadura longitudinal inferior 1 ∅3/4" 98 1200 15600 2792

2 ∅3/4" 98 630 6300 1122

3 ∅3/4" 98 990 11880 2120

4 ∅3/4" 242 250 60500 1353.5

61

98P1∅3/4"c/20 L=1200

45

98P2∅3/4"c/20 L=630

45

98P3∅3/4"c/20 L=990

221

10P4∅3/4"c/20 L=250

96

10P4∅3/4"c/20 L=250

74

10P4∅3/4"c/20 L=250

77

10P4∅3/4"c/20 L=250

96

10P4∅3/4"c/20 L=250

231

10P4∅3/4"c/20 L=250

228

10P4∅3/4"c/20 L=250

99

10P4∅3/4"c/20 L=250

100

10P4∅3/4"c/20 L=250

937

10P4∅3/4"c/20 L=250

84

10P4∅3/4"c/20 L=250

264

10P4∅3/4"c/20 L=250

244

10P4∅3/4"c/20 L=250

237

10P4∅3/4"c/20 L=250

94

10P4∅3/4"c/20 L=250

76

10P4∅3/4"c/20 L=250

113

10P4∅3/4"c/20 L=250

94

10P4∅3/4"c/20 L=250

95

10P4∅3/4"c/20 L=250

90

10P4∅3/4"c/20 L=250

94

12P4∅3/4"c/20 L=250

107

10P4∅3/4"c/20 L=250

84

10P4∅3/4"c/20 L=250

111

10P4∅3/4"c/20 L=250

6

84


Long.

(cm)

Total

(cm)

Grado 60

(kg)

Armadura transversal inferior 1 ∅3/4" 129 620 19840 443.9

2 ∅3/4" 129 VAR. 20224 452.5

3 ∅3/4" 129 990 31680 708.8

4 ∅3/4" 201 250 50250 1124.2

129P1∅3/4"c/20 L=620

129P2∅3/4"c/20 L=630-650

129P3∅3/4"c/20 L=990

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

12P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

9P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250

10P4∅3/4"c/20 L=250


Long.

(cm)

Total

(cm)

Grado 60

(kg)

Armadura longitudinal superior 1 ∅3/4" 196 1200 235200 5262.0

2 ∅3/4" 99 650 64350 1439.7

98P1∅3/4"c/20 L=1200

98P1∅3/4"c/20 L=1200

99P2∅3/4"c/20 L=650


Long.

(cm)

Total

(cm)

Grado 60

(kg)

Armadura transversal superior 1 ∅3/4" 129 1000 129000 2886.1

2 ∅3/4" 129 VAR. 63339 1417.1

3 ∅3/4" 129 VAR. 108360 2424.3

129P1∅3/4"c/20 L=1000

129P2∅3/4"c/20 L=490-510

129P3∅3/4"c/20 L=800-850

Resumen Acero

Cimentación

Armadura longitudinal superior

Long. total

(m)

Peso+10%

(kg)

Grado 60 ∅3/4"

10924.5 29263.8

"CONDOMINIO LA TAMBORADA"

CONSTRUCCION DE 14 MULTIFAMILIARES

EN EL MUNICIPIO DE - COCHABAMBA

1,180.52

146,533.06

27 27

26 26

25 25

24 24

22 22

19 19

11 11

9 9

8 8

3 3

2 2

1 1

B

B

D

D

F

F

I

I

J

J

K

K

M

M

O

O

P

P

Q

Q

R

R

S

S

W

W

Y

Y

H

H

R`

R`

44

L

L

3,45 1,61 1,79 3,45 4,50 3,45 1,79 1,61 3,45

0,6

10

,8

91

,5

51

,9

02

,3

01

,5

55

,1

31

,5

52

,1

52

,0

51

,5

50

,8

90

,6

1

Ø6c/20

L=11,65

Ø6c/20

L=10,55

Ø6c/20

L=7,62

Ø6c/20

L=11,15

Ø6c/20

L=11,15

Ø

6c/20

L=

11,70

Ø

6c/20

L=

9,38

Ø

6c/2

0

L

=9,3

8

Ø

6c/20

L

=1

1,7

0

Ø

6c/2

0

L

=1

1,1

1

Ø6c/20

Ø6c/20












4.- Traslapes:






- La posición de las armaduras en los planos es

meramente indicada


- Fundaciones 5 cm.

- Columnas 3 cm.

- Vigas 2.5 cm.



- ∅ 25 mm





Parqueos 500 kg/m2



11.- Cualquier modificación al plano, libera de responsabilidad

al Ingeniero Estructural




- Esquema de doblado Centimetros (cm)

13.- La longitud de distribucion de estrubos devera ser

minimamente L/4 (luz interna de viga entre cuatro)




Detalle losa alivianada con viguetas

pretensadas - incluye capa de compresion y Malla ∅6c/20

Esc. 1:15

Parrilla ∅6c/20

Malla ∅6c/20

Parrilla ∅6c/20

Plastoformo

Viguetas

Pretensadas

Viguetas

Pretensadas

0,50 0,500,50

0,2

0,0

50

,1

5

0,1

0,4

0

0,3

2

0,2

0,20

0,11

0,05

LOSA ALIVIANADA SEMISOTANO - LOSA EN UNA DIRECCION

Esc. 1:100

PLANTA SEMISOTANO

Esc. 1:100

VIGAS PLANTA SEMISOTANO

Esc. 1:100

PLANILLA DE ACEROS

Peso Total

(kg)

Esquema de doblado (m)Masa (kg)

Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸ

Pos.

Elementos

Cant.Nombre

VIGA 1,272 42.2

VIGA 1,27

SIMETRICO

2 42.2

VIGA 11, 192 549.7

VIGA 25 1 97.3

VIGA 25

SIMETRICO

1 97.3

1 12 2.24 3 6 13.44 11.9

15

,0

194,0

2 12 2.24 3 6 13.44 11.9

15

,0

194,0

3 8 1.16 20 40 46.40 18.3

6,0

36,0

16,0

1 12 2.24 3 6 13.44 11.9

15

,0

194,0

2 12 2.24 3 6 13.44 11.9

15

,0

194,0

4 8 1.16 20 40 46.40 18.3

6,0

36,0

16,0

11 12 1.30 2 4 5.20 4.6

15,0

115,0

12 12 2.30 3 6 13.80 12.3

230,0

14 12 1.60 4 8 12.80 11.4

160,0

24 12 9.28 4 8 74.24 65.9

15,0

913,0

28 12 11.29 4 8 90.32 80.2

15,0

1114,0

35 16 1.60 1 2 3.20 5.1

160,0

36 12 1.60 1 2 3.20 2.8

160,0

37 16 4.43 3 6 26.58 42.0

443,0

38 16 7.43 2 4 29.72 47.0

743,0

39 8 1.42 169 338 479.96 189.6

6,0

45,0

20,0

40 12 7.95 4 8 63.60 56.5

795,0

99 16 10.25 1 2 20.50 32.4

1025,0

11 12 1.30 2 2 2.60 2.3

15,0

115,0

12 12 2.30 2 2 4.60 4.1

230,0

14 12 1.60 3 3 4.80 4.3

160,0

41 12 10.73 4 4 42.92 38.1

15

,0

1043,0

42 8 1.16 106 106 122.96 48.6

6,0

36

,0

16,0

11 12 1.30 2 2 2.60 2.3

15,0

115,0

12 12 2.30 2 2 4.60 4.1

230,0

14 12 1.60 3 3 4.80 4.3

160,0

41 12 10.73 4 4 42.92 38.1

15,0

1043,0

42 8 1.16 106 106 122.96 48.6

6,0

36,0

16,0

PLANILLA DE ACEROS

Peso Total

(kg)

Esquema de doblado (m)Masa (kg)

Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸ

Pos.

Elementos

Cant.Nombre

VIGA B 1 223.4

VIGA D 1 239.9

VIGA F, S2 21.4

VIGA I,R2 510.1

VIGA J,M2 109.3

VIGA L 1 23.6

VIGA W 1 66.4

VIGA W

SIMETRICO

1 66.4

11 12 1.30 2 2 2.60 2.3

15

,0

115,0

12 12 2.30 2 2 4.60 4.1

230,0

14 12 1.60 4 4 6.40 5.7

160,0

47 12 10.25 4 4 41.00 36.4

15

,0

1010,0

48 16 2.30 2 2 4.60 7.3

230,0

49 12 7.61 4 4 30.44 27.0

15,0

746,0

50 12 5.73 2 2 11.46 10.2

573,0

51 16 3.46 1 1 3.46 5.5

346,0

53 12 7.40 4 4 29.60 26.3

740,0

54 12 7.40 4 4 29.60 26.3

740,0

86 8 1.16 158 158 183.28 72.4

6,0

36,0

16,0

14 12 1.60 4 4 6.40 5.7

160,0

51 16 3.46 1 1 3.46 5.5

346,0

55 12 6.38 4 4 25.52 22.7

15,0

623,0

56 12 2.17 2 2 4.34 3.9

15

,0

202,0

57 12 2.30 2 2 4.60 4.1

230,0

58 16 10.16 2 2 20.32 32.1

1016,0

59 16 2.50 2 2 5.00 7.9

250,0

60 16 8.51 4 4 34.04 53.8

16

,0

835,0

61 16 5.73 2 2 11.46 18.1

573,0

62 10 1.20 41 41 49.20 30.4

8,0

36,0

16,0

63 8 1.16 122 122 141.52 55.9

6,0

36,0

16,0

83 12 1.04 4 8 8.32 7.4

15

,0

74,0

84 12 0.81 4 8 6.48 5.8

81,0

85 8 1.16 9 18 20.88 8.2

6,0

36,0

16,0

14 12 1.60 4 8 12.80 11.4

160,0

51 16 3.46 1 2 6.92 10.9

346,0

57 12 2.30 2 4 9.20 8.2

230,0

58 16 10.16 2 4 40.64 64.2

1016,0

59 16 2.50 2 4 10.00 15.8

250,0

61 16 5.73 2 4 22.92 36.2

573,0

62 10 1.20 41 82 98.40 60.7

8,0

36

,0

16,0

63 8 1.16 131 262 303.92 120.0

6,0

36,0

16,0

64 12 6.99 2 4 27.96 24.8

15,0

684,0

65 16 2.80 1 2 5.60 8.8

16

,0

264,0

66 12 6.99 2 4 27.96 24.8

15

,0

684,0

67 16 2.80 1 2 5.60 8.8

16,0

264,0

68 16 9.12 2 4 36.48 57.6

16,0

896,0

69 16 9.12 2 4 36.48 57.6

16,0

896,0

72 12 5.61 6 12 67.32 59.8

15

,0

531,0

73 8 1.16 54 108 125.28 49.5

6,0

36

,0

16,0

80 12 2.46 6 6 14.76 13.1

15,0

216,0

81 8 1.16 23 23 26.68 10.5

6,0

36,0

16,0

11 12 1.30 1 1 1.30 1.2

15

,0

115,0

14 12 1.60 2 2 3.20 2.8

160,0

71 16 2.30 1 1 2.30 3.6

230,0

74 12 8.65 4 4 34.60 30.7

15,0

835,0

75 12 2.12 1 1 2.12 1.9

15

,0

197,0

89 8 1.16 57 57 66.12 26.1

6,0

36

,0

16,0

11 12 1.30 1 1 1.30 1.2

15,0

115,0

14 12 1.60 2 2 3.20 2.8

160,0

71 16 2.30 1 1 2.30 3.6

230,0

74 12 8.65 4 4 34.60 30.7

15,0

835,0

75 12 2.12 1 1 2.12 1.9

15,0

197,0

90 8 1.16 57 57 66.12 26.1

6,0

36,0

16,0

VIGA 1,27

20/40

VIGA 1,27

simetrico 20/40

YWRPKIDB

VIGA 3

20/40

EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10

VIGA 4

20/40

VIGA 9

20/40

EØ8C/10

VIGA 11,19

25/50

EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10

VIGA 25

20/40

VIGA 25

SIMETRICO 20/40

EØ8C/20 EØ8C/20 EØ8C/20 EØ8C/20 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10

Acero a torcion 2Ø12 por cara

VIGA B

20/40

EØ10C/12 EØ10C/20 EØ10C/12 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10

VIGA D 20/40


VIGA I,R 20/40

EØ8C/10

VIGA J,M

20/40

EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10

EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10

VIGA W

20/40

VIGA W

SIMETRICO 20/40

VIGA L

20/40

EØ8C/10

VIGA F,S

20/40

EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10

EØ8C/10 EØ8C/20 EØ8C/10

F I

1,79

1

3Ø12

L=2,24m

2

3Ø12

L=2,24m

SR

1,79

1

3Ø12

L=2,24m

2

3Ø12

L=2,24m

EØ8C/10

3,45 3,40 3,45 4,50 3,45 3,40 3,45

10

2Ø12

L=9,10m

11

1Ø12

L=1,30m

12

1Ø12

L=2,30m

13

2Ø12

L=10,59m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

12

1Ø12

L=2,30m

15

2Ø16

L=7,95m

16

1Ø16

L=2,10m

11

1Ø12

L=1,30m

12

1Ø12

L=2,30m

12

1Ø12

L=2,30m

16

1Ø16

L=2,10m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

13

2Ø12

L=10,59m

17

3Ø16

L=5,15m

4,50

19

2Ø12

L=4,93m

K P

20

2Ø12

L=4,93m

22

4Ø12

L=4,70m

1,60 1,50 1,50

32

3Ø12

L=4,96m

33

3Ø12

L=4,96m

EØ8C/10

K PL O

1,11 1,69 1,70

B D I K P R W YJ M

24

2Ø12

L=9,28m

28

2Ø12

L=11,29m

11

1Ø12

L=1,30m

12

1Ø12

L=2,30m

99

1Ø16

L=10,25m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

35

1Ø16

L=1,60m

24

2Ø12

L=9,28m

28

2Ø12

L=11,29m

11

1Ø12

L=1,30m

12

1Ø12

L=2,30m

12

1Ø12

L=2,30m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

36

1Ø12

L=1,60m

3,45 2,67 1,95 1,50 2,49 2,01 2,67 3,45

37

3Ø16

L=4,43m

38

2Ø16

L=7,43m

3,45

40

4Ø12

L=7,95m

B D I K

41

2Ø12

L=10,73m

41

2Ø12

L=10,73m

12

1Ø12

L=2,30m

12

1Ø12

L=2,30m

11

1Ø12

L=1,30m

11

1Ø12

L=1,30m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

41

2Ø12

L=10,73m

41

2Ø12

L=10,73m

12

1Ø12

L=2,30m

12

1Ø12

L=2,30m

11

1Ø12

L=1,30m

11

1Ø12

L=1,30m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

3,45 3,40 3,45

P R W Y

3,45 3,40 3,45

47

2Ø12

L=10,25m

47

2Ø12

L=10,25m

11

1Ø12

L=1,30m

11

1Ø12

L=1,30m

48

1Ø16

L=2,30m

48

1Ø16

L=2,30m

12

1Ø12

L=2,30m

12

1Ø12

L=2,30m

49

2Ø12

L=7,61m

49

2Ø12

L=7,61m

50

2Ø12

L=5,73m

51

1Ø16

L=3,46m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

2425 22 20 19 11 810 5 3

1,55

53

4Ø12

L=7,40m

54

4Ø12

L=7,40m

1,90 2,30 1,55 5,13 1,55 2,15 2,05 1,55

25 22 19 11 8 326 2

55

2Ø12

L=6,38m56

1Ø12

L=2,17m

57

1Ø12

L=2,30m

59

1Ø16

L=2,50m

59

1Ø16

L=2,50m

57

1Ø12

L=2,30m

55

2Ø12

L=6,38m56

1Ø12

L=2,17m

58

2Ø16

L=10,16m

60

2Ø16

L=8,51m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

51

1Ø16

L=3,46m

60

2Ø16

L=8,51m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

61

2Ø16

L=5,73m

0,89 3,45 3,85 5,13 3,70 3,60 1,07

25 22 19 11 8 327 1

66

2Ø12

L=6,99m67

1Ø16

L=2,80m

57

1Ø12

L=2,30m

59

1Ø16

L=2,50m

59

1Ø16

L=2,50m

57

1Ø12

L=2,30m

64

2Ø12

L=6,99m65

1Ø16

L=2,80m

58

2Ø16

L=10,16m

69

2Ø16

L=9,12m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

51

1Ø16

L=3,46m

68

2Ø16

L=9,12m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

61

2Ø16

L=5,73m

1,50 3,45 3,85 5,13 3,70 3,60 1,50

19

72

3Ø12

L=5,61m

72

3Ø12

L=5,61m

11 19

5,18

1,60 2,06 1,60

222526

74

2Ø12

L=8,65m

74

2Ø12

L=8,65m

75

1Ø12

L=2,12m11

1Ø12

L=1,30m

71

1Ø16

L=2,30m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

11 8 3 2

74

2Ø12

L=8,65m

74

2Ø12

L=8,65m

75

1Ø12

L=2,12m

11

1Ø12

L=1,30m

71

1Ø16

L=2,30m

14

1Ø12

L=1,60m

14

1Ø12

L=1,60m

80

3Ø12

L=2,46m

80

3Ø12

L=2,46m

EØ8C/10

4 8

2,03

3,70 3,60 0,89

0,89 3,60 3,70

83

2Ø12

L=1,04m

83

2Ø12

L=1,04m

84

4Ø12

L=0,81m

26 27

0,61

EØ8C/10,0

10

2Ø12

L=9,10m

VIGA O

15/40

EØ8C/10

1

3Ø12

L=2,28m

2

3Ø12

L=2,38m

1,83

8 9

Muro del ascensor

VIGA O 1 21.7

1 12 2.28 3 3 6.84 6.1

15,0

198,0

2 12 2.38 3 3 7.14 6.3

20,0

198,0

3 8 1.12 21 21 23.52 9.3

6,0

35,0

15,0

DETALLE VIGA 15/20

Esc. 1:10

Simbolo estribo (cm)

6

,

0

6

,

0

10,0

15

,0

10,0

1

5

,0

0,20

0,15

DETALLE VIGA 20/40

Esc. 1:10


6

,

0

6

,

0

15,0

35

,0

15,0

3

5

,0

0,40

0,20

DETALLE VIGA 25/50

Esc. 1:10


6

,

0

6

,

0

20,0

45

,0

20,0

4

5

,0

0,50

0,25

VIGA 8

20/40


Caja del ascensor

B D I K L P R W Y

3,45 3,40 3,45 1,10 3,40 3,45 3,40 3,45

4

2Ø12

L=8,68m

5

2Ø12

L=8,82m

6

2Ø16

L=8,81m

9

1Ø16

L=2,30m

9

2Ø16

L=2,30m

2

1Ø12

L=2,30m

9

1Ø16

L=2,30m

9

1Ø16

L=2,30m

2

1Ø12

L=2,30m

1

1Ø12

L=1,40m

1

1Ø12

L=1,40m

7

2Ø12

L=10,69m

7

2Ø12

L=10,69m

8

2Ø16

L=5,09m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

Detalle corte transversal viguetas pretenzadas

Detalle corte longitudinal viguetas pretenzadasDetalle viguetas pretenzadas

VIGA R`

15/20

EØ8C/10

2

2Ø12

L=5,61m

2

3Ø12

L=5,61m

11 19

5,13

1

1Ø16

L=1,55m

1

1Ø16

L=1,55m

VIGA R` 1 40.55

1 16 1.55 1 2 1.55 2.45

15,0

140,0

2 12 5.61 5 5 28.05 24.9

15,0

531,0

3 8 0.62 54 54 33.48 13.2

6,0

15,0

10,0

VIGA 22 1 215.7

1 12 1.40 2 2 2.80 2.5

15,0

125,0

2 12 2.30 4 4 9.20 8.2

230,0

3 12 1.60 6 6 9.60 8.5

160,0

4 12 8.68 2 2 17.36 15.4

15,0

853,0

5 12 8.82 2 2 17.64 15.7

15,0

867,0

6 16 8.81 2 2 17.62 27.8

881,0

7 12 10.69 4 4 42.76 38.0

15,0

1054,0

8 16 4.88 2 2 9.76 15.4

488,0

9 16 2.30 2 2 4.60 7.3

230,0

10 8 1.12 174 174 194.88 77.0

6,0

35,0

15,0

VIGA 2,26

20/40

VIGA 2,26

simetrico 20/40

EØ8C/10 EØ8C/10

ACERO A TORCION

1Ø12 POR CARA

D F

1

3Ø12

L=2,06m

1

3Ø12

L=2,06m

2

2Ø12

L=1,81m

1,61

S W

1

3Ø12

L=2,06m

1

3Ø12

L=2,06m

2

2Ø12

L=1,81m

1,61


VIGA 22

20/40

EØ8C/10 EØ8C/10

B D I K P R W Y

3,45 3,40 3,45 4,50 3,45 3,40 3,45

4

2Ø12

L=8,68m

5

2Ø12

L=8,82m

6

2Ø16

L=8,81m

9

1Ø16

L=2,30m

9

1Ø16

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

1

1Ø12

L=1,40m

1

1Ø12

L=1,40m

7

2Ø12

L=10,69m

7

2Ø12

L=10,69m

8

2Ø16

L=4,88m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

VIGA 2,262 45.2

VIGA 2,26

SIMETRICO

2 45.2

1 12 2.06 6 12 24.72 22.0

15,0

176,0

2 12 1.81 2 4 7.24 6.4

181,0

3 8 1.12 19 38 42.56 16.8

6,0

35,0

15,0

1 12 2.06 6 12 24.72 22.0

15,0

176,0

2 12 1.81 2 4 7.24 6.4

181,0

3 8 1.12 19 38 42.56 16.8

6,0

35,0

15,0

VIGA 3 1 245.0

VIGA 4 1 52.5

VIGA 9 1 48.4

10 12 9.10 4 4 36.40 32.3

15,0

895,0

11 12 1.30 2 2 2.60 2.3

15

,0

115,0

12 12 2.30 4 4 9.20 8.2

230,0

13 12 10.59 4 4 42.36 37.6

15,0

1044,0

14 12 1.60 6 6 9.60 8.5

160,0

15 16 7.95 2 2 15.90 25.1

795,0

16 16 2.10 2 2 4.20 6.6

210,0

17 16 5.15 3 3 15.45 24.4

515,0

18 8 1.16 218 218 252.88 99.9

6,0

36,0

16,0

19 12 4.93 2 2 9.86 8.8

15

,0

463,0

20 12 4.93 2 2 9.86 8.8

15

,0

463,0

21 8 1.16 40 40 46.40 18.3

6,0

36

,0

16,0

22 12 4.70 4 4 18.80 16.7

470,0

32 12 4.96 3 3 14.88 13.2

15

,0

466,0

33 12 4.96 3 3 14.88 13.2

15

,0

466,0

34 8 1.16 48 48 55.68 22.0

6,0

36

,0

16,0

VIGA 8 1 229.0

1 12 1.40 2 2 2.80 2.5

15

,0

125,0

2 12 2.30 2 2 4.60 4.1

230,0

3 12 1.60 6 6 9.60 8.5

160,0

4 12 8.68 2 2 17.36 15.4

15

,0

853,0

5 12 8.82 2 2 17.64 15.7

15

,0

867,0

6 16 8.81 2 2 17.62 27.8

881,0

7 12 10.69 4 4 42.76 38.0

15

,0

1054,0

8 16 5.09 2 2 10.18 16.1

509,0

9 16 2.30 5 5 11.50 18.2

230,0

10 8 1.12 187 187 209.44 82.7

6

,

0

35,0

15,0

PLANILLA DE ACEROS

Peso Total

(kg)

Esquema de doblado (cm)Masa (kg)

Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸ

Pos.

Elementos

Cant.Nombre

LOSA 1 1075.15

91 6 11.65 90 90 1048.50 232.8

5,0

1155,0

92 6 10.55 27 27 284.85 63.2

5,0

1045,0

93 6 7.62 55 55 419.10 93.0

5,0

752,0

94 6 11.15 90 90 1003.50 212.8

5,0

1105,0

95 6 11.70 106 106 1240.20 271.3

5,0

1160,0

96 6 9.38 112 112 1050.56 223.2

5,0

928,0

97 6 11.11 40 40 444.40 98.7

5,0

1101,0

EØ8C/20 EØ8C/20 EØ8C/20 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10

Acero a torcion

2Ø12 por cara

VIGA K,P

20/40

Acero a torcion

2Ø12 por cara

5

2Ø12

L=10,25m

5

2Ø12

L=10,25m

2

1Ø12

L=1,30m

2

1Ø12

L=1,30m

3

1Ø16

L=2,30m

3

1Ø16

L=2,30m

3

2Ø16

L=2,30m

3

1Ø16

L=2,30m

6

2Ø12

L=7,61m

6

2Ø12

L=7,61m

7

2Ø16

L=5,84m

8

1Ø16

L=3,46m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

25 22 11 8 3

9

4Ø12

L=4,76m

3,45 5,13 2,03 1,67 3,603,85

9

19

9

4Ø12

L=4,76m

VIGA K,P2 422.0

1 8 1.16 139 139 161.24 126.7

6,0

36,0

16,0

2 12 1.30 2 2 2.60 4.3

15,0

115,0

3 16 2.30 5 5 11.50 32.2

230,0

4 12 1.60 4 4 6.40 10.7

160,0

5 12 10.25 4 4 41.00 72.4

15,0

1010,0

6 12 7.61 4 4 30.44 54.0

15,0

746,0

7 16 5.84 2 2 11.68 36.5

584,0

8 16 3.46 1 1 3.46 10.5

346,0

9 12 4.76 8 8 38.08 66.8

476,0

PLANILLA DE ACEROS

Peso Total

(kg)


Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸ

Pos.

Elementos

Cant.Nombre


VIGA Y

20/40

VIGA Y

SIMETRICO 20/40


19 22 25

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

7

1Ø16

L=1,24m1

2Ø16

L=1,31m

3

1Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

1183

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

3

1Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

3,60 3,70

3,70 3,60

1

1Ø16

L=1,31m

7

2Ø16

L=1,24m

VIGA Y

Simetrico

2 125.2

1 16 1.31 1 2 2.62 4.1

16,0

115,0

2 12 1.60 2 4 6.40 5.7

160,0

3 16 2.30 1 2 4.60 7.3

230,0

4 12 7.76 4 8 62.08 55.1

15,0

746,0

7 16 1.24 2 4 4.96 7.8

16,0

108,0

8 8 1.12 51 102 114.24 45.1

6,0

35,0

15,0


PROPIETARIOS:


S.I.B:

C.I.C.C:

G.A.M.C:



NUMERO DE LAMINA:

2/7

18/AGO/2014

FECHA:

VARIADA

ESCALA:

PLANO ESTRUCTURAL

VIGAS PLANTA SEMISOTANO


OTRO:

OTRO:

HORMIGON:

ACERO:

210.00 Kg./cm2.

4,200.00 Kg./cm2.




352.96

FUNDACIONES:

343.48 56,784.00

165.31COLUMNAS:

341.75

43,194.60 126.39VIGAS:

4.68 708.91 151.47LOSAS LLENA:


58.41 7,416.33 126.97ASCENSORES:

34.51 4,878.11 141.35ESCALERAS:

0.00 0.00 0.00OTROS:

1,180.52

146,533.06TOTALES:

HORMIGON

m.3

ACERO

Kg.

CUANTIA

Kg./m.3



GRAVA ARENOSACLASIFICACION DEL SUELO:

NIVEL FREATICO:


PROGRAMA UTILIZADO:

VERSION:

PROGRAMAS:

ACI 318 - 11

NORMAS



TRIDIMENSIONAL


DATOS TECNICOS


ETABS 2013

13

- - .

MURO DE

ASCENSOR

MURO DE

ASCENSORAcero a torcion 2Ø12 por cara

Acero a torcion 2Ø12 por cara

H

0,73

R`

0,73

36

34,5

31061.8 88.01




VIGA 1,27

20/40

VIGA 1,27

simetrico 20/40

EØ8C/10 EØ8C/10

F I

1,79

1

3Ø12

L=2,24m

2

3Ø12

L=2,24m

SR

1,79

1

3Ø12

L=2,24m

2

3Ø12

L=2,24m

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.ɸ Long. (m)

Elemt. Total

Cantidades

Long total

(m)

Masa (kg) Esquema de doblado (cm)

Peso Total

(kg)

VIGA 1,272 41.6

VIGA 1,27

SIMETRICO

2 41.6

1 12 2.24 3 6 13.44 11.9

15,0

194,0

2 12 2.24 3 6 13.44 11.9

15,0

194,0

3 8 1.12 20 40 44.80 17.7

6,0

35,0

15,0

1 12 2.24 3 6 13.44 11.9

15,0

194,0

2 12 2.24 3 6 13.44 11.9

15,0

194,0

4 8 1.12 20 40 44.80 17.7

6,0

35,0

15,0

VIGA 2,26

20/40

VIGA 2,26

simetrico 20/40

EØ8C/10 EØ8C/10

ACERO A TORSION

1Ø12 POR CARA

D F

1

3Ø12

L=2,06m

1

3Ø12

L=2,06m

2

2Ø12

L=1,81m

1,61

S W

1

3Ø12

L=2,06m

1

3Ø12

L=2,06m

2

2Ø12

L=1,81m

1,61

VIGA 2,262 45.2

VIGA 2,26

SIMETRICO

2 45.2

1 12 2.06 6 12 24.72 22.0

15,0

176,0

2 12 1.81 2 4 7.24 6.4

181,0

3 8 1.12 19 38 42.56 16.8

6,0

35,0

15,0

1 122.06 6

12 24.7222.0

15,0

176,0

2 12 1.81 2 4 7.24 6.4

181,0

3 8 1.12 19 38 42.56 16.8

6,0

35,0

15,0

EØ8C/10

VIGA 9

20/40

EØ8C/10

20

3Ø16

L=4,98m

21

3Ø12

L=4,96m

K PL O

1,11 1,69 1,70

VIGA 9 1 58.1

20 16 4.983 3

14.9423.6

16,0

466,0

21 12 4.96 3 3 14.88 13.2

15,0

466,0

22 8 1.12 48 48 53.76 21.2

6,0

35,0

15,0

VIGA 13,17

15/20

EØ8C/15

67

2Ø12

L=3,94m

68

2Ø12

L=3,64m

Q M

3,51

VIGA 13,17

2 40.0

6712

3.942 4

15.76 14.0

15,0

364,0

68 12 3.64 2 4 14.56 12.9

364,0

69 8 0.66 25 50 33.00 13.0

6,0

16,0

11,0

EØ8C/10 EØ8C/20 EØ8C/10

VIGA 21

20/40

4,50

1

3Ø12

L=4,93m

K P

2

3Ø12

L=4,93m

VIGA 21 1 40.4

1 12 4.93 3 3 14.79 13.1

15,0

463,0

2 12 4.93 3 3 14.79 13.1

15,0

463,0

3 8 1.12 32 32 35.84 14.2

6,0

35,0

15,0

PLANILLA DE ACEROS

Peso Total

(kg)


Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸPos.

Elementos

Cant.Nombre

EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10

VIGA D,W

20/40

VIGA D,W

SIMETRICO 20/40

19 22 25 26

5

2Ø12

L=8,65m

5

2Ø12

L=8,65m

6

Ø16

L=2,10m2

1Ø16

L=1,28m

4

1Ø12

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

11832

5

2Ø12

L=8,65m

5

2Ø12

L=8,65m

6

1Ø16

L=2,10m2

1Ø16

L=1,28m

4

1Ø12

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3,70 3,60 0,890,89 3,60 3,70

VIGA D,W2 135.9

VIGA D,W

SIMETRICO

2 135.9

1 8 1.12 61 122 136.64 54.0

6,0

35,0

15,0

2 16 1.28 1 2 2.56 4.0

13,0

115,0

3 12 1.60 2 4 6.40 5.7

160,0

4 12 2.30 1 2 4.60 4.1

230,0

512

8.654

8 69.20 61.4

15,0

835,0

6 16 2.10 1 2 4.20 6.6

13,0

197,0

1 8 1.12 61 122 136.64 54.0

6,0

35,0

15,0

2 16 1.28 1 2 2.56 4.0

13,0

115,0

3 12 1.60 2 4 6.40 5.7

160,0

4 12 2.30 1 2 4.60 4.1

230,0

5 12 8.65 4 8 69.20 61.4

15,0

835,0

6 16 2.101 2

4.20 6.6

13,0

197,0

EØ8C/8 EØ8C/10 EØ8C/8 EØ8C/20

EØ8C/10 EØ8C/10 EØ8C/20

EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/20

EØ8C/10 EØ8C/10 EØ8C/20

EØ8C/10 EØ8C/10 EØ8C/10

VIGA I,R

20/40

25 22 19 11 8 327 1

7

2Ø12

L=6,99m

1

1Ø16

L=2,80m

10

1Ø12

L=2,30m

5

1Ø12

L=2,50m

5

1Ø12

L=2,50m

10

1Ø12

L=2,30m

7

2Ø12

L=6,99m

8

1Ø16

L=2,80m

4

2Ø16

L=10,16m

9

2Ø12

L=9,06m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

3

1Ø16

L=3,46m

9

2Ø12

L=9,06m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

6

2Ø12

L=5,73m

1,50 3,45 3,85 5,13 3,70 3,60 1,50

VIGA I,R2 400.7

1 16 2.80 1 2 5.60 8.8

16,0

264,0

2 12 1.60 4 8 12.80 11.4

160,0

3 16 3.461 2

6.92 10.9

346,0

4 16 10.16 2 4 40.64 64.2

1016,0

5 12 2.50 2 4 10.00 8.9

250,0

6 12 5.73 2 4 22.92 20.4

573,0

7 12 6.99 4 8 55.92 49.7

15,0

684,0

8 16 2.80 1 2 5.60 8.8

16,0

264,0

9 12 9.06 4 8 72.48 64.4

10,0

896,0

1012

2.302 4

9.20 8.2

230,0

11 8 1.12 164 328 367.36 145.1

6,0

35,0

15,0

EØ8C/10

VIGA F,S

20/40

12

1

3Ø12

L=1,04m

1

3Ø12

L=1,04m

3

4Ø12

L=0,81m

26 27

0,61

VIGA F,S4 49.6

1 12 1.04 6 24 24.96 22.2

15,0

74,0

3 12 0.81 4 16 12.96 11.5

81,0

4 8 1.12 9 36 40.32 15.9

6,0

35,0

15,0


Acero a torsion

2Ø12 por cara

VIGA K

20/40

Acero a torsion

2Ø12 por cara

5

2Ø12

L=10,25m

5

2Ø12

L=10,25m

2

1Ø12

L=1,30m

2

1Ø12

L=1,30m

3

1Ø16

L=2,30m

3

1Ø16

L=2,30m

3

2Ø16

L=2,30m

3

1Ø16

L=2,30m

6

2Ø12

L=7,61m

6

2Ø12

L=7,61m

7

2Ø16

L=5,84m

8

1Ø16

L=3,46m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

25 22 21 11 8 3

9

4Ø12

L=4,76m

3,45 5,13 2,03 1,67 3,600,92 2,93

9

19

9

4Ø12

L=4,76m

VIGA O

15/40

EØ8C/10

1

3Ø12

L=2,28m

2

3Ø12

L=2,38m

1,83

8 9

VIGA O 1 21.7

1 122.28 3 3 6.84 6.1

15,0

198,0

2 12 2.38 3 3 7.14 6.3

20,0

198,0

3 8 1.12 21 21 23.52 9.3

6,0

35,0

15,0












4.- Traslapes:









- Fundaciones 5 cm.

- Columnas 3 cm.

- Vigas 2.5 cm.


PLANO VIGAS PLANTA BAJA, PISO 2,3,4,5,6,7,8,9,10,11

Esc. 1:50

27 27

26 26

25 25

22 22

21 21

19 19

17 17

13 13

11 11

9 9

8 8

5

3 3

2 2

1 1

B

B

D

D

F

F

I

I

J

J

K

K

M

M

O

O

P

P

Q

Q

R

R

S

S

W

W

Y

Y

H

H

R`

R`

4

L

L

3,45 1,61 1,79 3,45 4,50 3,45 1,79 1,61 3,45

0,61

0,89

1,55

1,90

3,85

5,13

3,70

3,60

0,89

0,61

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø6c/20 Ø6c/20

Ø6c/20 Ø6c/20

Ø6c/20 Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20 Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20 Ø6c/20

Ø6c/20 Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20 Ø6c/20

PLANILLA DE ACEROS

Peso Total

(kg)


Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸ

Elementos

Cant.Nombre

LOSA

1

927.51

64.57 10 10 45.70 10.1

10,0

12,0

435,0

6 7.7072 72

554.40 123.1

10,0

12,0

748,0

6 8.59 32 32 274.88 61.0

10,0

12,0

837,0

6 9.20 20 20 184.00 40.8

10,0

12,0

898,0

6 12.01 72 72 864.72 192.0

10,0

1191,0

6 11.55 8 8 92.40 20.5

10,0

1145,0

6 8.55 28 28 239.40 53.1

10,0

845,0

6 11.99 4 4 47.96 10.6

10,0

1189,0

6 0.604 4

2.40 0.5

10,0

50,0

6 10.27 8 8 82.16 18.2

10,0

1007,0

6 4.19 9 9 37.71 8.4

10,0

12,0

397,0

6 3.41 10 10 34.10 7.6

12,0

10,0

319,0

6 8.71 15 15 130.65 29.0

10,0

12,0

849,0

6 2.16 10 10 21.60 4.8

10,0

12,0

194,0

6 3.77 20 20 75.40 16.7

10,0

12,0

355,0

6 10.67 24 24 256.08 56.8

10,0

12,0

1045,0

6 11.27 37 37 416.99 92.6

10,0

12,0

1105,0

6 12.00 26 26 312.00 69.3

1200,0

6 3.59 10 10 35.90 8.0

10,0

349,0

6 2.40 16 16 38.40 8.5

10,0

230,0

6 1.62 10 10 16.20 3.6

10,0

152,0

6 3.02 15 15 45.30 10.1

10,0

12,0

280,0

6 7.01 15 15 105.15 23.3

12,0

10,0

679,0

6 11.07 9 9 99.63 22.1

10,0

12,0

1085,0

6 12.01 9 9 108.09 24.0

12,0

1189,0

6 0.61 9 9 5.49 1.2

10,0

51,0

6 11.04 9 9 99.36 22.1

10,0

12,0

1082,0

6 10.45 8 8 83.60 18.6

10,0

12,0

1023,0

8.- Tamaño máximo del agregado grueso - ∅ 25 mm

9.- Cargas de diseño utilizadas: Cargas Viva 200 kg/m2



Parqueos 500 kg/m2



11.- Cualquier modificación al plano, libera de

responsabilidad al Ingeniero Estructural










LOSA PLANTA BAJA PISO 2,3,4,5,6,7,8,9,10,11

Esc. 1:100

PLANTA TIPO PLANTA BAJA PISO 2,3,4,5,6,7,8,9,10,11

Esc. 1:100

VIGA 3,25

20/40

EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10

VIGA 3,25

SIMETRICO 20/40


3,45 3,40 3,45

2

2Ø12

L=10,75m

1

1Ø12

L=1,30m

3

1Ø16

L=2,30m

4

2Ø12

L=10,74m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

3

1Ø16

L=2,30m

B D I K

6

1Ø16

L=1,60m

3,453,403,45

2

2Ø12

L=10,75m

1

1Ø12

L=1,30m

3

1Ø16

L=2,30m

4

2Ø12

L=10,74m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

3

1Ø16

L=2,30m

YWRP

6

1Ø16

L=1,60m

VIGA 3

Simetrico

2 142.9

VIGA 3,25

SIMETRICO

2142.9

1 12 1.30 1 2 2.60 2.3

15,0

115,0

2 12 10.75 2 4 43.00 38.2

15,0

1045,0

3 16 2.30 2 4 9.20 14.5

230,0

4 12 10.74 2 4 42.96 38.1

15,0

1044,0

512

1.60 3 6 9.60 8.5

160,0

6 16 1.60 1 2 3.20 5.1

15,0

145,0

7 6 1.10 74 148 162.80 36.1

5,0

35,0

15,0

1 12 1.30 1 2 2.60 2.3

15,0

115,0

2 12 10.75 2 4 43.00 38.2

15,0

1045,0

3 16 2.30 2 4 9.20 14.5

230,0

412

10.742

4 42.96 38.1

15,0

1044,0

5 12 1.60 3 6 9.60 8.5

160,0

6 16 1.60 1 2 3.20 5.1

15,0

145,0

8 6 1.10 74 148 162.80 36.1

5,0

35,0

15,0

EØ8C/10

VIGA 11,19

25/50

EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10

ACERO A TORSION 2Ø12 POR CARA

B D I K P R W YJ M

8

2Ø12

L=9,28m

9

2Ø12

L=11,29m

1

1Ø12

L=1,30m

2

1Ø16

L=2,30m

2

1Ø16

L=2,30m

2

1Ø16

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

4

1Ø16

L=1,60m

8

2Ø12

L=9,28m

9

2Ø12

L=11,29m

1

1Ø12

L=1,30m

2

1Ø16

L=2,30m

2

2Ø16

L=2,30m

2

1Ø16

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

4

1Ø16

L=1,60m

3,45 2,67 1,95 1,50 2,49 2,01 2,67 3,45

5

3Ø16

L=4,43m

6

2Ø16

L=7,53m

1,95

7

4Ø12

L=7,95m

Q

1,50

H

0,73

R`

0,73

VIGA 11,192 596.9

1 12 1.30 2 4 5.20 4.6

15,0

115,0

2 16 2.30 7 14 32.20 50.9

230,0

3 12 1.60 4 8 12.80 11.4

160,0

4 16 1.602

4 6.40 10.1

160,0

5 16 4.43 3 6 26.58 42.0

443,0

6 16 7.53 2 4 30.12 47.6

753,0

7 12 7.95 4 8 63.60 56.5

795,0

8 12 9.28 4 8 74.24 65.9

15,0

913,0

9 12 11.29 4 8 90.32 80.2

15,0

1114,0

10 8 1.42 203 406 576.52 227.7

6,0

45,0

20,0


VIGA B,Y

20/40

VIGA B,Y

SIMETRICO 20/40


19 22 25

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

7

1Ø16

L=1,24m1

2Ø16

L=1,31m

3

1Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

1183

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

3

1Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

3,60 3,70

3,70 3,60

1

1Ø16

L=1,31m

7

2Ø16

L=1,24m

VIGA B,Y2 125.2

VIGA B,Y

SIMETRICO

2 125.4

1 16 1.31 1 2 2.62 4.1

16,0

115,0

2 12 1.60 2 4 6.40 5.7

160,0

3 16 2.30 1 2 4.60 7.3

230,0

4 127.76

48 62.08 55.1

15,0

746,0

7 16 1.24 2 4 4.96 7.8

16,0

108,0

8 8 1.12 51 102 114.24 45.1

6,0

35,0

15,0

1 16 1.31 2 4 5.24 8.3

16,0

115,0

2 12 1.60 2 4 6.40 5.7

160,0

3 16 2.30 1 2 4.60 7.3

230,0

4 12 7.76 4 8 62.08 55.1

15,0

746,0

7 16 1.24 1 2 2.48 3.9

16,0

108,0

8 8 1.12 51 102 114.24 45.1

6,0

35,0

15,0

VIGA H,R`

15/20

EØ8C/10

2

2Ø12

L=5,61m

2

3Ø12

L=5,61m

11 19

5,13

1

1Ø16

L=1,55m

1

1Ø16

L=1,55m

VIGA H,R`2 81.2

1 16 1.55 1 2 3.10 4.9

15,0

140,0

2 12 5.61 5 10 56.10 49.8

15,0

531,0

3 8 0.62 54 108 66.96 26.4

6,0

15,0

10,0

VIGA K 1 211.0

1 8 1.16 139 139 161.24 63.7

6,0

36,0

16,0

2 12 1.30 2 2 2.60 2.3

15,0

115,0

3 16 2.30 5 5 11.50 18.2

230,0

4 12 1.60 4 4 6.40 5.7

160,0

5 12 10.25 4 4 41.00 36.4

15,0

1010,0

6 12 7.61 4 4 30.44 27.0

15,0

746,0

7 16 5.84 2 2 11.68 18.5

584,0

8 16 3.46 1 1 3.46 5.5

346,0

9 12 4.76 8 8 38.08 33.8

476,0

VIGA J 1 48.5

VIGA Q,M2 158.1

1 12 5.61 6 6 33.66 29.9

15,0

531,0

3 8 1.12 42 42 47.04 18.6

6,0

35,0

15,0

1 12 5.61 3 6 33.66 29.9

15,0

531,0

2 12 5.33 4 8 42.64 37.9

533,0

3 8 1.12 42 84 94.08 37.2

6,0

35,0

15,0

4 16 5.61 3 6 33.66 53.2

15,0

531,0

EØ8C/20 EØ8C/10 EØ8C/10

VIGA J

20/40

EØ10C/20 EØ10C/10 EØ10C/10

VIGA Q,M

20/40

ACERO A TORSION

2Ø12 POR CARA

1

3Ø12

L=5,61m

1

3Ø12

L=5,61m

11 19

5,18

1

3Ø12

L=5,61m

4

3Ø16

L=5,61m

11 19

3,06

2

4Ø12

L=5,33m

1713

1,06 1,06


VIGA P

20/40

VIGA P

SIMETRICO 20/40


19 22 25

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

6

1Ø16

L=1,24m5

1Ø16

L=1,31m

3

2Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

3811

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

3

1Ø16

L=2,30m

1,57 3,70

3,70 2,68

5

1Ø16

L=1,31m

6

1Ø16

L=1,24m

21

0,92

9

2,03

7

2Ø12

L=5,00m

8

2Ø16

L=2,91m

VIGA P 1 65.1

VIGA P

SIMETRICO

1 76.7

1 8 1.16 51 51 59.16 23.4

6,0

36,0

16,0

2 12 1.60 2 2 3.20 2.8

160,0

3 16 2.30 2 2 4.60 7.3

230,0

4 12 7.76 4 4 31.04 27.6

15,0

746,0

5 16 1.31 1 1 1.31 2.1

16,0

115,0

6 16 1.24 1 1 1.24 2.0

16,0

108,0

1 8 1.16 51 51 59.16 23.4

6,0

36,0

16,0

3 16 2.30 1 1 2.30 3.6

230,0

4 12 7.76 4 4 31.04 27.6

15,0

746,0

5 16 1.31 1 1 1.31 2.1

16,0

115,0

6 161.24 1 1 1.24

2.0

16,0

108,0

7 12 5.00 2 2 10.00 8.9

15,0

485,0

8 16 2.91 2 2 5.82 9.2

15,0

276,0

DETALLE VIGA 15/20

Esc. 1:10


6

,

0

6

,

0

10,0

15

,0

10,0

1

5

,0

0,20

0,15

DETALLE VIGA 20/40

Esc. 1:10


6

,

0

6

,

0

15,0

35

,0

15,0

3

5

,0

0,40

0,20

DETALLE VIGA 25/50

Esc. 1:10


6

,

0

6

,

0

20,0

45

,0

20,0

4

5

,0

0,50

0,25

VIGA 8 1 229.0

1 12 1.40 2 2 2.80 2.5

15,0

125,0

2 12 2.30 2 2 4.60 4.1

230,0

3 12 1.60 6 6 9.60 8.5

160,0

4 128.68

2 217.36 15.4

15,0

853,0

5 12 8.82 2 2 17.64 15.7

15,0

867,0

6 16 8.81 2 2 17.62 27.8

881,0

7 12 10.69 4 4 42.76 38.0

15,0

1054,0

8 16 5.09 2 2 10.18 16.1

509,0

9 16 2.30 5 5 11.50 18.2

230,0

10 8 1.12 187 187 209.44 82.7

6

,

0

35,0

15,0

VIGA 8

20/40


Caja del ascensor

B D I K L P R W Y

3,45 3,40 3,45 1,10 3,40 3,45 3,40 3,45

4

2Ø12

L=8,68m

5

2Ø12

L=8,82m

6

2Ø16

L=8,81m

9

1Ø16

L=2,30m

9

2Ø16

L=2,30m

2

1Ø12

L=2,30m

9

1Ø16

L=2,30m

9

1Ø16

L=2,30m

2

1Ø12

L=2,30m

1

1Ø12

L=1,40m

1

1Ø12

L=1,40m

7

2Ø12

L=10,69m

7

2Ø12

L=10,69m

8

2Ø16

L=5,09m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

VIGA 22 1 80.5

VIGA 22

SIMETRICO

1 81.8

1 12 1.41 1 1 1.41 1.3

15,0

126,0

3 12 2.30 1 1 2.30 2.0

230,0

4 12 1.60 3 3 4.80 4.3

160,0

5 12 10.73 4 4 42.92 38.1

15,0

1043,0

6 8 1.12 68 68 76.16 30.1

6,0

15,0

35,0

7 16 2.30 1 1 2.30 3.6

230,0

8 12 1.29 1 1 1.29 1.1

15,0

114,0

1 12 1.41 2 22.82 2.5

15,0

126,0

2 12 1.30 1 1 1.30 1.2

15,0

115,0

3 12 2.30 1 1 2.30 2.0

230,0

4 12 1.60 3 3 4.80 4.3

160,0

5 12 10.73 4 4 42.92 38.1

15,0

1043,0

6 8 1.12 68 68 76.16 30.1

6,0

15,0

35,0

7 16 2.30 1 1 2.30 3.6

230,0


VIGA 22

20/40


VIGA 22

SIMETRICO 20/40

B D I K

5

2Ø12

L=10,73m

5

2Ø12

L=10,73m

1

1Ø12

L=1,41m

3,45 3,40 3,45

3

1Ø12

L=2,30m

7

1Ø16

L=2,30m

8

1Ø12

L=1,29m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

5

2Ø12

L=10,73m

5

2Ø12

L=10,73m

1

2Ø12

L=1,41m

3,453,403,45

3

1Ø12

L=2,30m

7

1Ø16

L=2,30m

2

1Ø12

L=1,30m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

P R W Y


PROPIETARIOS:


S.I.B:

C.I.C.C:

G.A.M.C:



NUMERO DE LAMINA:

3/7

18/AGO/2014

FECHA:

VARIADA

ESCALA:

PLANO ESTRUCTURAL

VIGAS PLANTA TIPO


OTRO:

OTRO:

HORMIGON:

ACERO:

210.00 Kg./cm2.

4,200.00 Kg./cm2.




352.96FUNDACIONES:

343.48 56,784.00

165.31COLUMNAS:

341.75

43,194.60 126.39VIGAS:

4.68 708.91 151.47LOSAS LLENA:


58.41 7,416.33 126.97ASCENSORES:

34.51 4,878.11 141.35ESCALERAS:

0.00 0.00 0.00OTROS:

TOTALES:

HORMIGON

m.3

ACERO

Kg.

CUANTIA

Kg./m.3



GRAVA ARENOSA

1.3 Kg./cm2.


NIVEL FREATICO:


PROGRAMA UTILIZADO:

VERSION:

PROGRAMAS:

ACI 318 - 11

NORMAS



TRIDIMENSIONAL


DATOS TECNICOS


ETABS 2013

13

- - .

MURO DE

ASCENSOR

MURO DE

ASCENSOR




31061.8 88.01

VIGA 1,27

20/40

VIGA 1,27

simetrico 20/40

EØ8C/10 EØ8C/10

F I

1,79

1

3Ø12

L=2,24m

2

3Ø12

L=2,24m

SR

1,79

1

3Ø12

L=2,24m

2

3Ø12

L=2,24m

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ Long. (m)

Elemt. Total

Cantidades

Long total

(m)

Masa (kg) Esquema de doblado (cm)

Peso Total

(kg)

VIGA 1,272 41.6

VIGA 1,27

SIMETRICO

2 41.6

1 12 2.24 3 6 13.44 11.9

15

,0

194,0

2 12 2.24 3 6 13.44 11.9

15,0

194,0

3 8 1.12 20 40 44.80 17.7

6,0

35,0

15,0

1 12 2.24 3 6 13.44 11.9

15,0

194,0

2 12 2.24 3 6 13.44 11.9

15

,0

194,0

4 8 1.12 20 40 44.80 17.7

6,0

35

,0

15,0

VIGA 2,26

20/40

VIGA 2,26

simetrico 20/40

EØ8C/10 EØ8C/10

ACERO A TORSION

1Ø12 POR CARA

D F

1

3Ø12

L=2,06m

1

3Ø12

L=2,06m

2

2Ø12

L=1,81m

1,61

S W

1

3Ø12

L=2,06m

1

3Ø12

L=2,06m

2

2Ø12

L=1,81m

1,61

VIGA 2,262 45.2

VIGA 2,26

SIMETRICO

2 45.2

1 12 2.06 6 12 24.72 22.0

15,0

176,0

2 12 1.81 2 4 7.24 6.4

181,0

3 8 1.12 19 38 42.56 16.8

6,0

35,0

15,0

1 12 2.06 6 12 24.72 22.0

15,0

176,0

2 12 1.81 2 4 7.24 6.4

181,0

3 8 1.12 19 38 42.56 16.8

6,0

35,0

15,0

EØ8C/10

VIGA 9

20/40

EØ8C/10

20

3Ø16

L=4,98m

21

3Ø12

L=4,96m

K PL O

1,11 1,69 1,70

VIGA 9 1 58.1

20 16 4.98 3 3 14.94 23.6

16,0

466,0

21 12 4.96 3 3 14.88 13.2

15,0

466,0

22 8 1.12 48 48 53.76 21.2

6,0

35,0

15,0

VIGA 13,17

15/20

EØ8C/15

67

2Ø12

L=3,94m

68

2Ø12

L=3,64m

Q M

3,51

VIGA 13,172 40.0

67 12 3.94 2 4 15.76 14.0

15,0

364,0

68 12 3.64 2 4 14.56 12.9

364,0

69 8 0.66 25 50 33.00 13.0

6,0

16,0

11,0

PLANILLA DE ACEROS

Peso Total

(kg)


Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸ

Pos.

Elementos

Cant.Nombre

EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10

VIGA D,W

20/40

VIGA D,W

SIMETRICO 20/40

19 22 25 26

5

2Ø12

L=8,65m

5

2Ø12

L=8,65m

6

Ø16

L=2,10m2

1Ø16

L=1,28m

4

1Ø12

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

11832

5

2Ø12

L=8,65m

5

2Ø12

L=8,65m

6

1Ø16

L=2,10m2

1Ø16

L=1,28m

4

1Ø12

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3,70 3,60 0,890,89 3,60 3,70

VIGA D,W2 135.9

VIGA D,W

SIMETRICO

2 135.9

1 8 1.12 61 122 136.64 54.0

6,0

35,0

15,0

2 16 1.28 1 2 2.56 4.0

13,0

115,0

3 12 1.60 2 4 6.40 5.7

160,0

4 12 2.30 1 2 4.60 4.1

230,0

5 12 8.65 4 8 69.20 61.4

15,0

835,0

6 16 2.10 1 2 4.20 6.6

13,0

197,0

1 8 1.12 61 122 136.64 54.0

6,0

35,0

15,0

2 16 1.28 1 2 2.56 4.0

13,0

115,0

3 12 1.60 2 4 6.40 5.7

160,0

4 12 2.30 1 2 4.60 4.1

230,0

5 12 8.65 4 8 69.20 61.4

15,0

835,0

6 16 2.10 1 2 4.20 6.6

13,0

197,0


VIGA I,R

20/40

25 22 19 11 8 327 1

7

2Ø12

L=6,99m1

1Ø16

L=2,80m

10

1Ø12

L=2,30m

5

1Ø12

L=2,50m

5

1Ø12

L=2,50m

10

1Ø12

L=2,30m

7

2Ø12

L=6,99m

8

1Ø16

L=2,80m

4

2Ø16

L=10,16m

9

2Ø12

L=9,06m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

3

1Ø16

L=3,46m

9

2Ø12

L=9,06m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

6

2Ø12

L=5,73m

1,50 3,45 3,85 5,13 3,70 3,60 1,50

VIGA I,R2 400.7

1 16 2.80 1 2 5.60 8.8

16,0

264,0

2 12 1.60 4 8 12.80 11.4

160,0

3 16 3.46 1 2 6.92 10.9

346,0

4 16 10.16 2 4 40.64 64.2

1016,0

5 12 2.50 2 4 10.00 8.9

250,0

6 12 5.73 2 4 22.92 20.4

573,0

7 12 6.99 4 8 55.92 49.7

15,0

684,0

8 16 2.80 1 2 5.60 8.8

16,0

264,0

9 12 9.06 4 8 72.48 64.4

10,0

896,0

10 12 2.30 2 4 9.20 8.2

230,0

11 8 1.12 164 328 367.36 145.1

6,0

35,0

15,0

EØ8C/10

VIGA F,S

20/40

12

1

3Ø12

L=1,04m

1

3Ø12

L=1,04m

3

4Ø12

L=0,81m

26 27

0,61

VIGA F,S4 49.6

1 12 1.04 6 24 24.96 22.2

15,0

74,0

3 12 0.81 4 16 12.96 11.5

81,0

4 8 1.12 9 36 40.32 15.9

6,0

35,0

15,0


Acero a torsion

2Ø12 por cara

VIGA K

20/40

Acero a torsion

2Ø12 por cara

5

2Ø12

L=10,25m

5

2Ø12

L=10,25m

2

1Ø12

L=1,30m

2

1Ø12

L=1,30m

3

1Ø16

L=2,30m

3

1Ø16

L=2,30m

3

2Ø16

L=2,30m

3

1Ø16

L=2,30m

6

2Ø12

L=7,61m

6

2Ø12

L=7,61m

7

2Ø16

L=5,84m

8

1Ø16

L=3,46m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

4

1Ø12

L=1,60m

25 22 21 11 8 3

9

4Ø12

L=4,76m

3,45 5,13 2,03 1,67 3,600,92 2,93

9

19

9

4Ø12

L=4,76m

VIGA O

15/40

EØ8C/10

1

3Ø12

L=2,28m

2

3Ø12

L=2,38m

1,83

8 9

VIGA O 1 21.7

1 12 2.28 3 3 6.84 6.1

15,0

198,0

2 12 2.38 3 3 7.14 6.3

20,0

198,0

3 8 1.12 21 21 23.52 9.3

6,0

35,0

15,0

PLANO VIGAS PISO 1

Esc. 1:50

LOSA PISO 1

Esc. 1:100

PLANTA TIPO PISO 1

Esc. 1:100

VIGA 3

20/40


VIGA 3

SIMETRICO 20/40


3,45 3,40 3,45

2

2Ø12

L=10,75m

1

1Ø12

L=1,30m

3

1Ø16

L=2,30m

4

2Ø12

L=10,74m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

3

1Ø16

L=2,30m

B D I K

6

1Ø16

L=1,60m

3,453,403,45

2

2Ø12

L=10,75m

1

1Ø12

L=1,30m

3

1Ø16

L=2,30m

4

2Ø12

L=10,74m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

5

1Ø12

L=1,60m

3

1Ø16

L=2,30m

YWRP

6

1Ø16

L=1,60m

VIGA 3

Simetrico

2 142.9

1 12 1.30 1 2 2.60 2.3

15,0

115,0

2 12 10.75 2 4 43.00 38.2

15,0

1045,0

3 16 2.30 2 4 9.20 14.5

230,0

4 12 10.74 2 4 42.96 38.1

15,0

1044,0

5 12 1.60 3 6 9.60 8.5

160,0

6 16 1.60 1 2 3.20 5.1

15,0

145,0

7 6 1.10 74 148 162.80 36.1

5,0

35,0

15,0

EØ8C/10

VIGA 11,19

25/50

EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10 EØ8C/10 EØ8C/20 EØ8C/10

ACERO A TORSION 2Ø12 POR CARA

B D I K P R W YJ M

8

2Ø12

L=9,28m

9

2Ø12

L=11,29m

1

1Ø12

L=1,30m

2

1Ø16

L=2,30m

2

1Ø16

L=2,30m

2

1Ø16

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

4

1Ø16

L=1,60m

8

2Ø12

L=9,28m

9

2Ø12

L=11,29m

1

1Ø12

L=1,30m

2

1Ø16

L=2,30m

2

2Ø16

L=2,30m

2

1Ø16

L=2,30m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

4

1Ø16

L=1,60m

3,45 2,67 1,95 1,50 2,49 2,01 2,67 3,45

5

3Ø16

L=4,43m

6

2Ø16

L=7,53m

1,95

7

4Ø12

L=7,95m

Q

1,50

R`H

0,73 0,73

VIGA 11,192 596.9

1 12 1.30 2 4 5.20 4.6

15,0

115,0

2 16 2.30 7 14 32.20 50.9

230,0

3 12 1.60 4 8 12.80 11.4

160,0

4 16 1.60 2 4 6.40 10.1

160,0

5 16 4.43 3 6 26.58 42.0

443,0

6 16 7.53 2 4 30.12 47.6

753,0

7 12 7.95 4 8 63.60 56.5

795,0

8 12 9.28 4 8 74.24 65.9

15,0

913,0

9 12 11.29 4 8 90.32 80.2

15,0

1114,0

10 8 1.42 203 406 576.52 227.7

6,0

45,0

20,0


VIGA B,Y

20/40

VIGA B,Y

SIMETRICO 20/40


19 22 25

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

7

1Ø16

L=1,24m1

2Ø16

L=1,31m

3

1Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

1183

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

3

1Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

3,60 3,70

3,70 3,60

1

1Ø16

L=1,31m

7

2Ø16

L=1,24m

VIGA B,Y2 125.2

VIGA B,Y

SIMETRICO

2 125.4

1 16 1.31 1 2 2.62 4.1

16,0

115,0

2 12 1.60 2 4 6.40 5.7

160,0

3 16 2.30 1 2 4.60 7.3

230,0

4 12 7.76 4 8 62.08 55.1

15,0

746,0

7 16 1.24 2 4 4.96 7.8

16,0

108,0

8 8 1.12 51 102 114.24 45.1

6,0

35,0

15,0

1 16 1.31 2 4 5.24 8.3

16,0

115,0

2 12 1.60 2 4 6.40 5.7

160,0

3 16 2.30 1 2 4.60 7.3

230,0

4 12 7.76 4 8 62.08 55.1

15,0

746,0

7 16 1.24 1 2 2.48 3.9

16,0

108,0

8 8 1.12 51 102 114.24 45.1

6,0

35,0

15,0

VIGA H,R`

15/20

EØ8C/10

2

2Ø12

L=5,61m

2

3Ø12

L=5,61m

11 19

5,13

1

1Ø16

L=1,55m

1

1Ø16

L=1,55m

VIGA H,R`2 81.2

1 16 1.55 1 2 3.10 4.9

15,0

140,0

2 12 5.61 5 10 56.10 49.8

15,0

531,0

3 8 0.62 54 108 66.96 26.4

6,0

15,0

10,0

VIGA K 1 211.0

1 8 1.16 139 139 161.24 63.7

6,0

36,0

16,0

2 12 1.30 2 2 2.60 2.3

15,0

115,0

3 16 2.30 5 5 11.50 18.2

230,0

4 12 1.60 4 4 6.40 5.7

160,0

5 12 10.25 4 4 41.00 36.4

15,0

1010,0

6 12 7.61 4 4 30.44 27.0

15,0

746,0

7 16 5.84 2 2 11.68 18.5

584,0

8 16 3.46 1 1 3.46 5.5

346,0

9 12 4.76 8 8 38.08 33.8

476,0

VIGA J 1 48.5

VIGA Q,M2 158.1

1 12 5.61 6 6 33.66 29.9

15,0

531,0

3 8 1.12 42 42 47.04 18.6

6,0

35,0

15,0

1 12 5.61 3 6 33.66 29.9

15,0

531,0

2 12 5.33 4 8 42.64 37.9

533,0

3 8 1.12 42 84 94.08 37.2

6,0

35,0

15,0

4 16 5.61 3 6 33.66 53.2

15,0

531,0

EØ8C/20 EØ8C/10 EØ8C/10

VIGA J

20/40

EØ10C/20 EØ10C/10 EØ10C/10

VIGA Q,M

20/40

ACERO A TORSION

2Ø12 POR CARA

1

3Ø12

L=5,61m

1

3Ø12

L=5,61m

11 19

5,18

1

3Ø12

L=5,61m

4

3Ø16

L=5,61m

11 19

3,06

2

4Ø12

L=5,33m

1713

1,06 1,06


VIGA P

20/40

VIGA P

SIMETRICO 20/40


19 22 25

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

6

1Ø16

L=1,24m5

1Ø16

L=1,31m

3

2Ø16

L=2,30m

2

1Ø12

L=1,60m

2

1Ø12

L=1,60m

3811

4

2Ø12

L=7,76m

4

2Ø12

L=7,76m

3

1Ø16

L=2,30m

1,57 3,70

3,70 2,68

5

1Ø16

L=1,31m

6

1Ø16

L=1,24m

21

0,92

9

2,03

7

2Ø12

L=5,00m

8

2Ø16

L=2,91m

VIGA P 1 65.1

VIGA P

SIMETRICO

1 76.7

1 8 1.16 51 51 59.16 23.4

6,0

36,0

16,0

2 12 1.60 2 2 3.20 2.8

160,0

3 16 2.30 2 2 4.60 7.3

230,0

4 12 7.76 4 4 31.04 27.6

15,0

746,0

5 16 1.31 1 1 1.31 2.1

16,0

115,0

6 16 1.24 1 1 1.24 2.0

16,0

108,0

1 8 1.16 51 51 59.16 23.4

6,0

36,0

16,0

3 16 2.30 1 1 2.30 3.6

230,0

4 12 7.76 4 4 31.04 27.6

15,0

746,0

5 16 1.31 1 1 1.31 2.1

16,0

115,0

6 16 1.24 1 1 1.24 2.0

16,0

108,0

7 12 5.00 2 2 10.00 8.9

15,0

485,0

8 16 2.91 2 2 5.82 9.2

15,0

276,0

DETALLE VIGA 15/20

Esc. 1:10


6

,

0

6

,

0

10,0

15,0

10,0

1

5

,0

0,2

0

0,15

DETALLE VIGA 20/40

Esc. 1:10


6

,

0

6

,

0

15,0

35,0

15,0

3

5

,0

0,4

0

0,20

DETALLE VIGA 25/50

Esc. 1:10


6

,

0

6

,

0

20,0

45,0

20,0

4

5

,0

0,5

0

0,25


VIGA 25

20/40

B D I K P R W Y

3,45 3,40 3,45 4,50 3,45 3,40 3,45

4

2Ø12

L=8,68m

5

2Ø12

L=8,82m

6

2Ø12

L=8,81m

9

1Ø16

L=2,30m

9

1Ø16

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

1

1Ø12

L=1,40m

1

1Ø12

L=1,40m

7

2Ø12

L=10,73m

7

2Ø12

L=10,73m

8

2Ø16

L=5,06m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

VIGA 25 1 204.3

1 12 1.40 2 2 2.80 2.5

15,0

125,0

2 12 2.30 4 4 9.20 8.2

230,0

3 12 1.60 6 6 9.60 8.5

160,0

4 12 8.68 2 2 17.36 15.4

15,0

853,0

5 12 8.82 2 2 17.64 15.7

15,0

867,0

6 12 8.81 2 2 17.62 15.6

881,0

7 12 10.73 4 4 42.92 38.1

15,0

1058,0

8 16 5.06 2 2 10.12 16.0

506,0

9 16 2.30 2 2 4.60 7.3

230,0

10 8 1.12 174 174 194.88 77.0

6,0

35,0

15,0

1,79 1,61 3,45

0,61

0,89

3,45

2,30

1,55

5,13

1,55

2,15

3,45

0,89

0,61

27 27

26 26

25 25

22 22

21 21

19 19

17 17

13 13

11 11

9 9

8 8

3 3

2 2

1 1

A

B

B

D

D

F

F

I

I

J

J

K

K

M

M

O

O

P

P

Q

Q

R

R

S

S

W

W

Y

Y

H

H

R`

R`

L

L

13`13`

17`17`

3,45 1,61 1,79 3,45 4,50 3,45

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø

6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20 Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20

Ø6c/20 Ø6c/20

PLANILLA DE ACEROS

Peso Total

(kg)


Long total

(m)

Cantidades

TotalElemt.

Long. (m)ɸ

Elementos

Cant.Nombre

LOSA 1 956.7

6 7.48 122 122 912.56 202.6

748,0

6 12.00 154 154 1848.00 410.3

1200,0

6 8.36 36 36 300.96 66.8

836,0

6 4.91 5 5 24.55 5.5

491,0

6 2.89 7 7 20.23 4.5

289,0

6 3.01 9 9 27.09 6.0

301,0

6 8.49 25 25 212.25 47.1

849,0

6 10.45 44 44 459.80 102.1

1045,0

6 11.55 10 10 115.50 25.6

1155,0

6 2.21 48 48 106.08 23.5

221,0

6 1.43 10 10 14.30 3.2

143,0

6 6.79 14 14 95.06 21.1

679,0

6 2.80 14 14 39.20 8.7

280,0

Parrilla ∅6c/20

Malla ∅6c/20

Parrilla ∅6c/20Plastoformo

Viguetas

Pretensadas

Viguetas

Pretensadas

0,50 0,500,50

0,2

0,0

50

,1

5

0,10

0,4

0

0,3

2

0,2

0,20

0,11

0,05

VIGA 8 1 229.0

1 12 1.40 2 2 2.80 2.5

15,0

125,0

2 12 2.30 2 2 4.60 4.1

230,0

3 12 1.60 6 6 9.60 8.5

160,0

4 12 8.68 2 2 17.36 15.4

15,0

853,0

5 12 8.82 2 2 17.64 15.7

15,0

867,0

6 16 8.81 2 2 17.62 27.8

881,0

7 12 10.69 4 4 42.76 38.0

15,0

1054,0

8 16 5.09 2 2 10.18 16.1

509,0

9 16 2.30 5 5 11.50 18.2

230,0

10 8 1.12 187 187 209.44 82.7

6

,

0

15,0

35,0

15,0

35,0

VIGA 8

20/40


Caja del ascensor

B D I K L P R W Y

3,45 3,40 3,45 1,10 3,40 3,45 3,40 3,45

4

2Ø12

L=8,68m

5

2Ø12

L=8,82m

6

2Ø16

L=8,81m

9

1Ø16

L=2,30m

9

2Ø16

L=2,30m

2

1Ø12

L=2,30m

9

1Ø16

L=2,30m

9

1Ø16

L=2,30m

2

1Ø12

L=2,30m

1

1Ø12

L=1,40m

1

1Ø12

L=1,40m

7

2Ø12

L=10,69m

7

2Ø12

L=10,69m

8

2Ø16

L=5,09m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m


VIGA 22

20/40

EØ8C/10 EØ8C/10

B D I K P R W Y

3,45 3,40 3,45 4,50 3,45 3,40 3,45

4

2Ø12

L=8,68m

5

2Ø12

L=8,82m

6

2Ø16

L=8,81m

9

1Ø16

L=2,30m

9

1Ø16

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

2

1Ø12

L=2,30m

1

1Ø12

L=1,40m

1

1Ø12

L=1,40m

7

2Ø12

L=10,69m

7

2Ø12

L=10,69m

8

2Ø16

L=4,88m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

3

1Ø12

L=1,60m

VIGA 22 1 215.7

1 12 1.40 2 2 2.80 2.5

15,0

125,0

2 12 2.30 4 4 9.20 8.2

230,0

3 12 1.60 6 6 9.60 8.5

160,0

4 12 8.68 2 2 17.36 15.4

15,0

853,0

5 12 8.82 2 2 17.64 15.7

15,0

867,0

6 16 8.81 2 2 17.62 27.8

881,0

7 12 10.69 4 4 42.76 38.0

15,0

1054,0

8 16 4.88 2 2 9.76 15.4

488,0

9 16 2.30 2 2 4.60 7.3

230,0

10 8 1.12 174 174 194.88 77.0

6,0

35,0

15,0

Detalle Losa alivianada con viguetas pretensdas Detalle corte losa alivianada con viguetas pretensdas

Detalle corte longitudinal losa alivianada con viguetas pretensdas

EØ8C/10 EØ8C/20 EØ8C/10

VIGA 21

20/40

4,50

1

3Ø12

L=4,93m

K P

2

3Ø12

L=4,93m

VIGA 21 1 40.4

1 12 4.93 3 3 14.79 13.1

15,0

463,0

2 12 4.93 3 3 14.79 13.1

15,0

463,0

3 8 1.12 32 32 35.84 14.2

6,0

35,0

15,0


PROPIETARIOS:


S.I.B:

C.I.C.C:

G.A.M.C:



NUMERO DE LAMINA:

4/7

18/AGO/2014

FECHA:

VARIADA

ESCALA:

PLANO ESTRUCTURAL

VIGAS PLANTA PISO 1


OTRO:

OTRO:

HORMIGON:

ACERO:

210.00 Kg./cm2.

4,200.00 Kg./cm2.




352.96FUNDACIONES:

343.48 56,784.00

165.31COLUMNAS:

341.75

43,194.60 126.39VIGAS:

4.68 708.91 151.47LOSAS LLENA:


58.41 7,416.33 126.97ASCENSORES:

34.51 4,878.11 141.35ESCALERAS:

0.00 0.00 0.00OTROS:

TOTALES:

HORMIGON

m.3

ACERO

Kg.

CUANTIA

Kg./m.3



GRAVA ARENOSA

1.3 Kg./cm2.


NIVEL FREATICO:


PROGRAMA UTILIZADO:

VERSION:

PROGRAMAS:

ACI 318 - 11

NORMAS



TRIDIMENSIONAL


DATOS TECNICOS


ETABS 2013

13

- - .

MURO DE

ASCENSOR

MURO DE

ASCENSOR



Esc. 1:15




31061.8 88.01

25 25

22 22

19 19

11 11

9

8 8

3 3

B

B

D

D

I

I

K

K

P

P

R

R

W

W

Y

Y

3,45

3,85

5,13

3,70

3,60

3,45 3,40 3,45 4,50 3,45 3,40 3,45

EJES PLANTA TIPOEsc. 1:100

PESO TOTAL COLUMNAS

55.670

0.395

22666.4

8.953

Ø 8 Ø 16 Ø 20 Ø 25

Peso Unitario (kg/m)

1.580 2.470 3.850

Long. Total (m)

9618.1 12302.3 294.4

Peso total (t)

15.197 30.387 1.133

Total Peso (t)

PLANILLA DE ACEROS

Total

masa (t)

Esquema (cm)

Masa

(kg)

Long

total (m)

Cantidades

TotalElemt.

Long.

(m)

ɸ

Elementos

Cant.Nombre

COL 35x35

H_2.85

44 2.459

COL 40x30

H_2.85

158 8.316

COL 40x40

H_2.85

12 0.693

COL 45x35

H_2.85

94 7.789

COL 45x45

H_2.85

56 4.540

COL 50x40

H_2.85

76 8.222

COL 50x50

H_2.85

34 4.513

COL 55x45

H_2.85

40 4.411

COL 55x55

H_2.85

43 5.817

COL 60x60

H_2.85

10 1.634

16 3.5 8 352 1228.5 1941.0

349

8 1.2 14 616 739.2 292.0

6

28

28

8 0.9 14 616 572.9 226.3

6

21

21

16 3.5 8 1264 4411.4 6969.9

349

8 1.2 14 2212 2654.4 1048.5

6

33

23

8 0.3 14 2212 752.1 297.1 6

6

23

16 3.5 8 96 335.0 529.4

349

8 1.4 14 168 235.2 92.9

6

33

33

8 1.1 14 168 179.8 71.0

6

25

25

20 3.6 4 376 1353.6 3343.4

360

16 3.6 6 564 2030.4 3208.0

360

8 1.4 14 1316 1842.4 727.7

6

38

28

8 1.0 14 1316 1289.7 509.4

6

28

17

20 3.6 4 224 806.4 1991.8

360

16 3.6 8 448 1612.8 2548.2

360

20 3.6 10 760 2774.0 6851.8

365

8 1.6 14 1064 1702.4 672.4

6

43

33

8 0.5 14 1064 574.6 227.0 6

6

43

8 1.1 14 1064 1191.7 470.7

6

33

19

20 3.6 12 408 1489.2 3678.3

365

8 1.8 14 476 856.8 338.4

6

43

43

8 1.3 28 952 1256.6 496.4

6

43

19

20 3.6 10 400 1460.0 3606.2

365

8 1.8 14 560 1008.0 398.2

6

48

38

8 0.6 14 560 330.4 130.5 6

6

48

8 1.3 14 560 700.0 276.5

6

38

21

20 3.6 12 516 1883.4 4652.0

365

8 2.0 14 602 1204.0 475.6

6

48

48

8 1.5 28 1204 1745.8 689.6

6

48

21

25 3.8 4 40 152.0 585.2

380

8 2.2 14 140 308.0 121.7

6

53

53

8 1.6 28 280 445.2 175.9

6

53

23

20 3.8 8 80 304.0 750.9

380

PLANILLA DE ACEROS

Total

masa (t)

Esquema (cm)

Masa

(kg)

Long

total (m)

Cantidades

TotalElemt.

Long.

(m)

ɸ

Elementos

Cant.Nombre

COL 50x40

H_3.5

12 1.319

COL 55x45

H_3.5

12 1.732

COL 55x55

H_3.5

16 2.663

COL 60x60

H_3.5

8 1.541

20 4.5 6 72 320.4 791.4

445

20 4.5 4 48 213.6 527.6

445

20 4.5 10 120 540.0 1333.8

450

8 1.8 23 276 496.8 196.2

6

48

38

8 0.6 23 276 162.8 64.3 6

6

48

8 1.3 23 276 347.8 137.4

6

38

21

20 4.5 12 192 864.0 2134.1

450

8 2.0 17 272 544.0 214.9

6

48

48

8 1.5 34 544 794.2 313.7

6

48

21

8 2.2 17 136 299.2 118.2

6

53

53

8 1.6 34 272 432.5 170.8

6

53

23

20 4.5 8 64 284.8 703.5

445

25 4.5 4 32 142.4 548.2

445

Semi Sotano

Planta baja

Piso 1

Piso 2

Piso 3

Piso 4

Piso 5

Piso 6

Piso 7

Piso 8

Piso 9

Piso 10

Piso 11

4Ø25 + 8Ø20

E Ø8 c/20

10 Ø20

E Ø8 c/20

12 Ø 20

E Ø8 c/20

10 Ø 20

E Ø8 c/20

4Ø20 + 8Ø16

E Ø8 c/20

4Ø20 + 6Ø16

E Ø8 c/20

8 Ø 16

E Ø8 c/20

8 Ø 16

E Ø8 c/20

60

60

12 Ø20

E Ø8 c/20

55

55

45

55

50

50

40

50

45

45

35

45

40

40

30

40

35.70 +

32.85 +

30.00 +

27.15 +

24.30 +

21.45 +

18.60 +

15.75 +

12.90 +

10.05 +

7.20 +

4.35 +

1.50 +

0.00 ±

2.00 -

8 Ø 16

E Ø8 c/20

35

35

TERRAZA

11K-11P

19K-19P

3K-3P

3B-8B-11B19B-22B-25B

3Y-8Y-11Y19Y-22Y-25Y

3D-8D-1119D-22D-25D3W-8W-11W

19W-22W-25W3I-25I-3R

25R-25K-25P

11K-11P

8I-11I-19I22I-8R-11R19R-22R-8K

19K-22K19P-22P

3K-3P

3B-8B-11B19B-22B-25B

3Y-8Y-11Y19Y-22Y-25Y3D-8D-11D

19D-22D-25D3W-8W-11W

19W-22W-25W3I-25I-3R

25R-25K-25P

11K-11P

8I-11I-19I22I-8R-11R19R-22R-8K

19K-22K19P-22P

3K-3P

3B-8B-11B19B-22B

25B-3Y-8Y11Y-19Y-22Y25Y-3D-8D

11D-19D-22D25D-3W-8W

11W-19W-22W25W-3I-25I3R-25R-25K

25P

19I-19R11K-19K11P-19P

11I-11R8I-22I-8R

22R-8K-22K22P

3K-25K3P-25P

3B-8B-11B19B-22B-25B

3Y-8Y-11Y19Y-22Y-25Y3D-8D-11D

19D-22D-25D3W-8W-11W

19W-22W25W-3I

25I-3R-25R

19I-19R11K-19K11P-19P

11I-11R

8I-22I-8R22R-8K

22K22P

3D-11D19D-25D3W-11W

19W-25W3I-25I-3R25R-3K

25K-3P-25P

3B-8B11B-19B22B-25B

3Y-8Y11Y-19Y22Y-25Y8D-22D

8W-22W

8I-11I19I-8R

11R-19R8K-11K

19K11P-19P

22I-22R22K-22P

3D-11D19D-22D25D-3W

11W-19W22W-25W3I-25I-3R25R-3K

25K-3P-25P

3B-8B11B-19B22B-25B

3Y-8Y11Y-19Y22Y-25Y8D-8W

8I-11I19I-8R

11R-19R8K-11K

19K11P-19P

22I-22R22K-22P

19D-25D19W-25W3I-25I-3R25R-3K

25K-3P-25P

11I-19I11R-19R19K-19P

3B-8B22B-3Y8Y-22Y3D-8D

11D-22D3W-8W

11W-22W

11B-19B25B-11Y19Y-25Y

8I-22I8R-22R8K-11K

22K11P-22P

19D-25D19W-25W3I-25I-3R25R-3K25K-3P

25P

11I-19I11R-19R19K-19P

3B-8B22B-3Y8Y-22Y3D-8D

11D-22D3W-8W

11W-22W

11B-19B25B-11Y19Y-25Y

8I-22I-8R22R-8K

11K-22K11P-22P

11I-19I11R-19R

25D-25W3I-25I-3R25R-25K

25P

22B-22Y3D-8D-11D19D-22D3W-8W

11W-19W22W-3K

3P

8I-22I-8R22R-8K-11K

19K-22K11P

19P-22P

3B-8B11B-19B25B-3Y8Y-11Y

19Y-25Y

11I-19I11R-19R

25D-25W3I-25I-3R25R-25K

25P

22B-22Y-3D8D-11D

19D-22D3W-8W

11W-19W22W-3K-3P

8I-22I-8R22R-8K-11K

19K-22K11P-19P

22P

3B-8B11B-19B25B-3Y8Y-11Y

19Y-25Y

11I-19I11R-19R

25D-25W3I-8I-22I

25I-3R-8R22R-25R-8K

11K-19K22K-25K11P-19P22P-25P

3D-8D-11D19D-22D3W-8W

11W-19W22W-3K-3P

3B-8B-11B19B-22B

25B-3Y-8Y11Y-19Y22Y-25Y

11I-19I11R-19R

25D-25W3I-8I-22I

25I-3R-8R22R-25R8K-11K

19K-22K25K

11P-19P22P-25P

3D-8D-11D19D-22D3W-8W

11W-19W22W-3K-3P

3B-8B-11B19B-22B

25B-3Y-8Y11Y-19Y22Y-25Y

11I-19I22I-19K11R-19R22R-19P

25D-25W3I-8I-25I

3R-8R-25R8K-11K

22K-25K11P

22P-25P

3D-8D-11D19D-22D3W-8W

11W-19W22W-3K-3P

3B-8B-11B19B-22B

25B-3Y-8Y11Y-19Y22Y-25Y

60 X 60 55 X 55 45 X 55 50 X 50 50 X 40 45 X 45 45 X 35 40 X 40 40 X 30 35 X 35SECCIONES

Detalle C

COLUMNAS CENTRALESEsc. 1:50 Detalle A

Esc. 1:25

Colocar 2 estribosinterseccion

viga columna

Desfase de 5cmentre columnas

Traslape minimo55 cm

(40 vecesdiametro

de la barra)0,05

0,55

Detalle CEsc. 1:25

Traslape minimo55cm

(40 veces el diametrode la barra)

Detalle A

Detalle B

COLUMNAS DE BORDEEsc. 1:50

3,5

02

,8

52

,8

52

,8

5

Detalle BEsc. 1:25

Losa de fundacion

1.00 1.00

1

2

Ø10C/15

1

2

A A

SECCION A-A

B

B

SECCION B-B

Ø10C/15 Ø10C/15

Ø10C/15

TAPA DEL ASCENSOR

Esc. 1:25

ARMADURA SUPERIOR

LOSA DE 15cm

ARMADURA INFERIOR

LOSA DE 15cm

VIGA 20X40

VIGA 15X40

DIMENCIONES ASCENSOR

Esc. 1:50

3,55

2,0

0

0,2

0

0,20

1,6

00

,2

0

1,6

0

1,500,151,500,20

0,2

0

0,2

0

ASCENSOR ALTURA UTIL

H= 2.85 m

Esc. 1:25

1

Ø10c/15

2

Ø10c/15

3

4Ø16

3

4Ø16

3

4Ø16

4

Ø12c/15

4

Ø12c/15

4

Ø12c/15

4

Ø12c/15

5

15 eØ8

c/20

5

15 eØ8

c/20

5

15 eØ8

c/20

ASCENSOR ALTURA UTIL

H= 3.5 m

Esc. 1:25

1

Ø10c/15

2

Ø10c/15

5

eØ8

c/20

5

eØ8

c/20

5

eØ8

c/20

6

Ø12c/10

6

Ø12c/10

6

Ø12c/10

6

Ø12c/10

7

4Ø16

7

4Ø16

7

4Ø16

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ

Long.

(m)

Elemt. Total

Cantidades

Long

total

(m)

Masa

(kg)

Esquema

Masa

Total (kg)

ASCENSOR

H=2.85

1 527.5

ASCENSOR

H=3.5

1 784.9

1 10 7.6 20 20 151.4 93.4

0,07

3,51

1,96

2 10 7.0 20 20 139.8 86.3

0,08

3,21

1,81

3 16 3.1 12 12 37.2 58.8

3,10

4 12 3.6 85 85 310.3 275.5

3,65

5 8 0.8 45 45 34.2 13.5

0,06

0,16

0,16

1 10 7.6 24 24 181.7 112.1

0,07

3,51

1,96

2 10 7.0 24 24 167.8 103.5

0,08

3,21

1,81

5 8 0.8 3 3 2.3 0.9

0,06

0,16

0,16

6 12 4.3 128 128 550.4 488.8

4,30

7 16 4.2 12 12 50.4 79.6

4,20

PLANILLA DE ACEROS

Total

masa (t)

Esquema (m)

Masa

(kg)

Long

total

(m)

Cantidades

TotalElemt.

Long.

(m)

ɸ

Pos.

Elementos

Cant.Nombre

LOSA TAPA 1 0.156

1 10 2.1 58 58 124.7 76.9

2,2

2 10 4.3 30 30 127.5 78.7

4,3

15

15

Ø10c/15

Ø10c/15

Ø10c/15

PLANILLA DE ACEROS

Total

masa (t)

Esquema (cm)

Masa

(kg)

Long

total (m)

Cantidades

TotalElemt.

Long.

(m)

ɸ

Elementos

Cant.Nombre












4.- Traslapes:









- Fundaciones 5 cm.

- Columnas 3 cm.

- Vigas 2.5 cm.



- ∅ 25 mm





Parqueos 500 kg/m2















PROPIETARIOS:


S.I.B:

C.I.C.C:

G.A.M.C:



NUMERO DE LAMINA:

5/7

18/AGO/2014

FECHA:

VARIADA

ESCALA:

PLANO ESTRUCTURAL

PLANO COLUMNAS Y ASCENSOR


OTRO:

OTRO:

HORMIGON:

ACERO:

210.00 Kg./cm2.

4,200.00 Kg./cm2.




352.96FUNDACIONES:

343.48 56,784.00

165.31COLUMNAS:

341.75

43,194.60 126.39VIGAS:

4.68 708.91 151.47LOSAS LLENA:


58.41 7,416.33 126.97ASCENSORES:

34.51 4,878.11 141.35ESCALERAS:

0.00 0.00 0.00OTROS:

TOTALES:

HORMIGON

m.3

ACERO

Kg.

CUANTIA

Kg./m.3



GRAVA ARENOSA

1.3 Kg./cm2.


NIVEL FREATICO:


PROGRAMA UTILIZADO:

VERSION:

PROGRAMAS:

ACI 318 - 11

NORMAS



TRIDIMENSIONAL


DATOS TECNICOS


ETABS 2013

13

- - .

PLANO COLUMNAS Y ASCENSOR

Tra

sla

pe




31061.8 88.01

LOSA BAJO

TANQUE DE AGUA

Esc. 1:50

AA

19

11

K P

4,50

5,1

3

arriba

arriba

arriba

arriba

6,1

5

2,70

4,3

5

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ

Long.

(m)

Elemt. Total

Cantidades

Long

total

(m)

Masa

(kg)

Masa

Total (kg)

ESCALERA

ENTRADA

1 492.2

VIGA 25 1 48.06

1 12 6.9 28 28 193.5 171.8

2 12 6.8 29 29 196.0 174.1

3 10 4.8 27 27 129.6 80.0

4 8 4.8 35 35 168.0 66.4

5 12 5.4 6 6 32.3 28.7

6 8 1.1 44 44 48.4 19.36

DETALLE ARMADO Y GEOMETRIA

DE LA ESCALERA DE INGRESO

Esc. 1:25

DETALLE ESCALERA DE INGRESO

EN PLANTA

Esc. 1:50

K P

4,55

5

3Ø12

L=5,39m

5

3Ø12

L=5,39m

6

44 eØ6

c/10

5

3Ø12

5

3Ø12

6

44 eØ8

c/10

5

0,1

5

0,1

5

5,09

6

0

,

0

5

0

,

0

5

0,15

0,35

0,15

0

,3

5

VIGA 25

20/40

Esc. 1:25

VIGA P

25/50

Escalera Tipo

H=2.85

Esc. 1:25

VIGA P

25/50

1

Ø12c/15

L=2,30m

2

Ø10c/15

L=4,57m

3

Ø12c/15

L=1,47m

4

Ø10c/15

L=4,57m

5

Ø12c/15

L=2,22m

6

Ø12c/15

L=1,34m

7

Ø8c/20

L=1,62m

8

Ø8c/20

L=3,12m

8

Ø8c/20

L=3,12m

7

Ø8c/20

L=1,62m

7

Ø8c/20

L=1,62m

7

Ø8c/20

L=1,62m

7

Ø8c/20

L=1,62m

7

Ø8c/20

L=1,62m

2

0,08

1,13

2

,

6

6

0,70

1

0,10

1,36

0

,

8

4

3

0,16

0,37

0

,

9

4

4

1,34

2

,

6

6

0,57

6

0

,

9

0

0,28

0,16

5

1

,

1

2

1,10

0,1

2

1,23

0,28

0,1

78

1,4

21

,4

3

0,1

78

0,28

0

,

1

2

0

,

1

2

2,8

5

Po

2,05

ESCALERA SEMISOTANO H=3.5m

Esc. 1:25

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ

Long.

(m)

Elemt. Total

Cantidades

Long

total

(m)

Masa

(kg)

Masa

Total (kg)

Escalera

H=2.85

1 182.2

1 12 2.3 11 11 25.3 22.5

2 10 4.6 11 11 50.3 31.0

3 12 1.5 11 11 16.2 14.4

4 10 4.6 11 11 50.3 31.0

5 12 2.2 11 11 24.4 21.7

6 12 1.3 11 11 14.7 13.1

7 8 1.6 49 49 79.4 31.4

8 8 3.1 14 14 43.7 17.3

EØ10c/10

1119

5,13

2

3Ø20

L=5,86m

1

3Ø16

L=5,74m

3

4Ø16

L=5,48m

4

Ø10c/10

L=1,46m

2

3Ø20

1

3Ø16

3

4Ø16

1

0,13

0,13

5,48

3

5,48

4

0

,

0

8

0

,

0

8

0,20

0,45

0,20

0

,4

5

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ

Long.

(m)

Elemt. Total

Cantidades

Long

total

(m)

Masa

(kg)

Masa

Total (kg)

viga P

1 148.5

1 16 5.7 3 3 17.2 27.2

2 20 5.9 3 3 17.6 43.4

3 16 5.5 4 4 21.9 34.6

4 10 1.5 48 48 70.1 43.2

VIGA P

25/50

Esc. 1:25

MURO L=4.5

BAJO ESCALERA DE INGRESO

H=2.25

VIGA 20/40

LOSA DE

FUNDACION

E=70cm

6

Ø10c/15.0

L=3,83

7

Ø8c/20.0

L=3,72

13

Ø10c/20.0

L=1,93

6

0,08

0,08

2,85

0,90

7

0,06

0,06

2,85

0,81

13

0,08

0,90

1,01

12

Ø8c/20.0

L=4,59

4

Ø8c/20.0

L=3,54

12

Ø8c/20.0

L=4,59

0,7

0

12

Ø8c/20.0

L=4,59

2,2

50

,4

0

2,6

5

0,20

VIGA 20/40

LOSA DE

FUNDACION

E=70cm

ARMADO TIPO PARA MUROS

L=4.5m*

1

Ø10c/15.0

L=4,68

3

Ø8c/20.0

L=4,57

13

Ø10c/20.0

L=1,93

1

0,08

0,08

3,70

0,90

3

0,06

0,06

3,70

0,81

13

0,08

0,90

1,01

4

Ø8c/20.0

L=3,54

4

Ø8c/20.0

L=3,54

4

Ø8c/20.0

L=3,54

4

Ø8c/20.0

L=3,54

0,7

03

,0

50

,4

0

3.4

5

0,20

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ

Long.

(m)

Elemt. Total

Cantidades

Long

total

(m)

Masa

(kg)

Total

masa (t)

Muro L=3.4 4 0.744

Muro L=3.45 10 1.861

Muro L=3.6 2 0.383

Muro L=3.7 2 0.399

Muro L=3.85 2 0.416

Muro L=4.5 1 0.241

Muro L=4.5

H=2.45

1 0.129

Muro L=5.13 1 0.273

1 10 4.7 23 92 430.6 265.7

2 8 4.6 18 72 329.0 130.0

3 10 1.9 18 72 139.0 85.7

4 8 3.5 47 188 665.5 262.9

1 10 4.7 23 230 1076.4 664.1

2 8 4.6 18 180 822.6 324.9

3 10 1.9 18 180 347.4 214.3

4 8 3.5 47 470 1663.8 657.2

1 10 4.7 24 48 224.6 138.6

2 8 4.6 18 36 164.5 65.0

3 10 1.9 18 36 69.5 42.9

8 8 3.7 47 94 346.9 137.0

1 10 4.7 25 50 234.0 144.4

2 8 4.6 19 38 173.7 68.6

3 10 1.9 19 38 73.3 45.3

9 8 3.8 47 94 356.3 140.7

1 10 4.7 26 52 243.4 150.2

2 8 4.6 20 40 182.8 72.2

3 10 1.9 20 40 77.2 47.6

10 8 3.9 47 94 370.4 146.3

1 10 4.7 30 30 140.4 86.6

2 8 4.6 23 23 105.1 41.5

3 10 1.9 23 23 44.4 27.4

7 8 4.6 47 47 215.7 85.2

3 10 1.9 18 18 34.7 21.4

5 10 3.8 23 23 88.1 54.4

6 8 3.7 18 18 67.0 26.4

7 8 4.6 15 15 68.8 27.2

1 10 4.7 34 34 159.1 98.2

2 8 4.6 26 26 118.8 46.9

3 10 1.9 26 26 50.2 31.0

11 8 5.2 47 47 245.3 96.9

DETALLE DE ARMADO EN MUROS DE CONTENCION

Espesor=20cm

Esc. 1:25

ARMADURA INFERIOR

Esc. 1:50

ARMADURA SUPERIOR

Esc. 1:50

AAAA

SECCION A-A

1

Ø10c/10cm

L=5,90

2

Ø10c/20cm

L=5,27

3

Ø10c/12cm

L=5,90

4

Ø10c/15cm

L=5,27

0,1

5

Ø10C/12

Ø10C/10

VIGA 11,19

20/40

VIGA K,P

20/40

K P

1911

5,13

5

2Ø12

L=4,98m

5

2Ø12

L=4,98m

6

28 eØ8

c/15

7

2Ø12

L=5,61m

7

3Ø12

L=5,61m8

32 eØ8

c/15

4,50

9

1Ø16

L=5,06m

10

1Ø16

L=1,58m

10

1Ø16

L=1,58m

11

1Ø16

L=1,78m

11

1Ø16

L=1,78m

12

1Ø16

L=5,69m

PLANILLA DE ACEROS

Nombre Cant.

Elementos

Pos.

ɸ

Long.

(m)

Elemt. Total

Cantidades

Long

total

(m)

Masa

(kg)

Esquema (cm)

Masa

Total (kg)

Losa

Tanque

1 552.8

VIGA 11, 192 87.0

VIGA K,P2 108.4

1 10 5.90 50 50 295.00 182.0

0,15

5,60

0,15

2 10 5.27 29 29 152.83 94.3

0,15

4,97

0,15

3 10 5.90 42 42 247.80 152.9

0,15

5,60

0,15

4 10 5.27 38 38 200.26 123.6

0,15

4,97

0,15

5 12 4.98 4 8 39.84 35.4

0,10

4,78

6 8 1.16 28 56 64.96 25.7

0,06

0,36

0,16

9 16 5.06 1 2 10.12 16.0

0,13

4,80

10 16 1.58 2 4 6.32 10.0

0,13

1,45

7 12 5.61 5 10 56.10 49.8

0,10

5,41

8 8 1.16 32 64 74.24 29.3

0,06

0,16

0,36

11 16 1.78 2 4 7.12 11.2

0,13

1,65

12 16 5.69 1 2 11.38 18.0

0,13

5,43

ESCALERA

MUROS DE CONTENCION

LOSA PARA TANQUE DE AGUA

Escalera

H=3.5

1 273.8

9 12 2.0 11 11 22.1 19.6

10 10 4.6 25 25 115.3 71.1

11 12 2.1 11 11 23.0 20.4

12 8 2.5 5 5 12.5 4.9

13 10 2.5 6 6 15.1 9.3

14 12 1.6 16 16 25.8 22.9

15 12 1.7 11 11 18.8 16.7

16 12 4.9 16 16 78.4 69.6

17 10 1.2 1 1 1.2 0.8

18 8 1.6 62 62 97.3 38.4

A

A

SECCION A-A

L L

A

A

SECCION A-A

9

Ø12c/15

L=2,01m

10

Ø10c/15

L=4,61m

11

Ø12c/15

L=2,09m

12

Ø8c/0,15

L=2,49m

13

Ø10c/15

L=2,52m

14

Ø12c/15

L=1,61m

15

Ø12c/15

L=1,71m

16

Ø12c/15

L=4,90m

17

Ø10c/15

L=1,24m

13

Ø10c/15

L=2,52m

12

Ø8c/15

L=2,49m

18

Ø8c/20

L=1,57m

18

Ø8c/20

L=1,57m

18

Ø8c/20

L=1,57m

18

Ø8c/20

L=1,57m

18

Ø8c/20

L=1,57m

13

Ø10c/15

L=2,52m

12

Ø8c/15

L=2,49m

18

Ø8c/20

L=1,57m

18

Ø8c/20

L=1,57m

18

Ø8c/20

L=1,57m

12

0,06

0,06

0,65

0

,

7

0

1,02

13

0,08

0,08

0,99

0

,

7

0

0,67

18

0,06

0,06

1,45

10

0,08

0,37

3

,

0

5

0,60

0,51

9

0,10

0,74

1

,

1

7

11

1

,

0

1

0,57

0,51

17

0,08

0,30

0,86

14

0,68

0

,

9

3

16

0,10

1,09

3

,

1

3

0,58

15

1

,

2

7

0,28

0,16

0,30

0,1

8

0

,

1

5

0,30

0,1

8

0

,

1

5

1,5

80,18

1,7

5

3,50

0,90

0,56

3,40

1,00

0,30

1,00

0,1

8

0,1

5

0,3

5

10

Ø10c/15

L=4,61m

10

Ø10c/15

L=4,61m

14

Ø12c/15

L=1,61m

16

Ø12c/15

L=4,90m

VIGA 25

DADO DE H°C°

50X50

1

Ø12c/0,16

L=6,91m

2

Ø12c/0,15

L=7,59m

3

Ø10c/0,20

L=4,80m

4

Ø8c/20

L=4,80m

4

Ø8c/20

L=4,80m

2

0,30

0,10

0,6

3

0,73

5

,3

6

0,47

1

0,10

0,10

0,74

5

,2

6

0,71

DADO DE H°C°

50X50

0,75

0,1

5

1,15

0,75

1,2

3

0,5

7

3,60 2,04

0,77

0

,1

8

0,1

8

0,5

0

0,50












4.- Traslapes:









- Fundaciones 5 cm.

- Columnas 3 cm.

- Vigas 2.5 cm.



- ∅ 25 mm





Parqueos 500 kg/m2















PROPIETARIOS:


S.I.B:

C.I.C.C:

G.A.M.C:



NUMERO DE LAMINA:

6/7

18/AGO/2014

FECHA:

VARIADA

ESCALA:

PLANO ESTRUCTURAL

ELEMENTOS ESTRUCTURALES


OTRO:

OTRO:

HORMIGON:

ACERO:

210.00 Kg./cm2.

4,200.00 Kg./cm2.




352.96FUNDACIONES:

343.48 56,784.00

165.31COLUMNAS:

341.75

43,194.60 126.39VIGAS:

4.68 708.91 151.47LOSAS LLENA:


58.41 7,416.33 126.97ASCENSORES:

34.51 4,878.11 141.35ESCALERAS:

0.00 0.00 0.00OTROS:

TOTALES:

HORMIGON

m.3

ACERO

Kg.

CUANTIA

Kg./m.3



GRAVA ARENOSA

1.3 Kg./cm2.


NIVEL FREATICO:


PROGRAMA UTILIZADO:

VERSION:

PROGRAMAS:

ACI 318 - 11

NORMAS



TRIDIMENSIONAL


DATOS TECNICOS


ETABS 2013

13

- - .

* La longitud de los muros varia de acuerdo a la ubicacion entre columnas en la figura muestra un muro de longitud 4.5m


CONSTRUCCION DE 14

MULTIFAMILIARES

EN EL MUNICIPIO DE -

COCHABAMBA

31061.8 88.01

Parrilla ∅6c/20 Parrilla ∅6c/20Plastoformo

Viguetas

Pretensadas

0,50 0,500,50

0,1

0,05

0,15

0,20

0,11

0,05

Detalle Losa alivianada con viguetas pretensdas Detalle corte losa alivianada con viguetas pretensdas



losa sobre tanque de agua terraza

Esc. 1:15

8 ø 6 c/15

Escala 1:25

89

9 ø 12 c/309 ø 12 c/30

9

7

7 ø 6 c/15

Escala 1:25

0.222

KG/M

0.888

0.222

12a9

7

8

a

a

cbd

d a

a

0.30

0.15

0.15

0.156

10

101214

0.200.05

0.05

0.05

- 0.60

0.75

0.85 0.950.85

3.60

10.2013.30

(mm)POS. ESQUEMA DISTANCIA(m)

LONGITUDES (m)CANTIDAD

ø a cb PARCIALd TOTAL

3.19

2.26

2.95

PESO T.Kgs

Sin escala

Transición FG a PVC


Tubería de limpiezay rebose de FG

Salida

Entrada

UULlp UU

Pte. 1%

Pte. 1%Tuberías de FG

Colador

de bronce

Limpieza y rebose(Longitud mínimaal punto de descarga:4m; un ø comercialmayor que el ø de latubería de ingreso).

UULlp

A


Salida

Tee

UULlp

Drenaje

Cámara de salida

Tubería derebose

Drenaje

Transición

AUU

Cámara de entrada

Llp

H°S°

LlpUUEntrada

N.T.

Seguro c/candado

Drenaje (Tubería PVC ø 1")

Tubería PVC a FG

Pte. 1%

Drenaje (Tubería PVC ø1")

Chaflán

Tee Limpieza y rebose (Tubería FG)

N.T.

H°A°

Revoque y enlucido conimpermeabilizante

H°S°

LlpUU

N.A.

Coladorde bronce

Tubería ventilación ø 1 1/2"con malla milimétrica

H°A°

Tubería rebosePVC E-40


Tubería de salida

ARMADURA TANQUE SEMIENTERRADO

ESC. 1:50

1

Ø12c/15.0

L=2,26

1

Ø12c/15.0

L=2,26

1

Ø12c/15.0

L=2,26

1

Ø12c/15.0

L=2,26

2

Ø12c/15.0

L=4,34

2

Ø12c/15.0

L=4,34

3

Ø16c/15.0

L=0,88

3

Ø16c/15.0

L=0,88

4

16Ø10c/0,15

L=4,62

5

13Ø10c/0,18

L=4,42

4

16Ø10c/0,15

L=4,62

5

13Ø10c/0,18

L=4,42

5

Ø10c/18.0

L=4,42

4

Ø10c/15.0

L=4,62

5

Ø10c/18.0

L=4,42

4

Ø10c/15.0

L=4,62

4

Ø10c/15.0

5

Ø10c/18.0

4

Ø10c/15.0

5

Ø10c/18.0

6

Ø12c/18.0

7

Ø10c/15.0

L=1,04

7

Ø10c/15.0

L=1,04

1

Ø12c/15.0

1

Ø12c/15.0

1

Ø12c/15.0

1

Ø12c/15.0

1

Ø12c/15.0

1

Ø12c/15.0

1

Ø12c/15.0

1

Ø12c/15.0

A A

SECCION A-A

ARMADURA INFERIOR TAPA TANQUE E=15CM

ESC. 1:50

8

Ø

10c/0,20

9

Ø

10c/0,20

10

Ø10c/0,20

11

Ø10c/0,20

ARMADURA SUPERIOR TAPA TANQUE E=15cm

ESC. 1:50

12

Ø

10c/0,15

13

Ø

10c/0,15

10

Ø10c/0,15

11

Ø10c/0,15

PLANILLA DE FIERROS

Esquema (m)Total masa (kg)Long. total (m)

total

Long. (m)

Diam.Pos.

Cant.

1 12 2.26 229 517.54 459.58

2,26

2 12 4.34 60 260.40 231.24

4,34

3 16 0.88 60 52.80 83.42

0,44

0,44

4 10 4.62 34 157.08 96.92

0,15

4,32

5 10 4.42 28 123.76 76.36

0,15

4,12

6 12 4.42 50 221.00 196.25

0,19

4,04

7 10 1.04 60 62.40 38.50

0

,

2

6

0,52

0

,

2

6

8 10 3.61 4 14.44 8.91

0,06

3,49

9 10 4.46 18 80.28 49.53

0,06

4,34

10 10 4.46 41 182.86 112.82

0,06

4,34

11 10 3.61 10 36.10 22.27

0,06

3,49

12 10 3.61 6 21.66 13.36

0,06

3,49

13 10 4.46 23 102.58 63.29

0,06

4,34

1460.86

Acero Grado 60 Ø 10 Ø 12 Ø 16

Peso unitario (kg/m)

0.62 0.89 1.58

Long. total (m)

781.16 998.94 52.80

Peso total (kg)

489.98 887.06 83.42

Total: (kg)


PROPIETARIOS:


S.I.B:

C.I.C.C:

G.A.M.C:



NUMERO DE LAMINA:

7/7

18/AGO/2014

FECHA:

VARIADA

ESCALA:

PLANO ESTRUCTURAL

LOSA DE FUNDACION


OTRO:

OTRO:

HORMIGON:

ACERO:

210.00 Kg./cm2.

4,200.00 Kg./cm2.




352.96

FUNDACIONES:

343.48 56,784.00

165.31COLUMNAS:

341.75

43,194.60 126.39VIGAS:

4.68 708.91 151.47LOSAS LLENA:


58.41 7,416.33 126.97ASCENSORES:

34.51 4,878.11 141.35ESCALERAS:

0.00 0.00 0.00OTROS:

TOTALES:

HORMIGON

m.3

ACERO

Kg.

CUANTIA

Kg./m.3



GRAVA ARENOSA

1.3 Kg./cm2.


NIVEL FREATICO:


PROGRAMA UTILIZADO:

VERSION:

PROGRAMAS:

ACI 318 - 11

NORMAS



TRIDIMENSIONAL


DATOS TECNICOS


ETABS 2013

13

- - .

PLANILLA DE FIERROS DE TAPA SANITARIA Y TAPA DE CAMARA

TANQUE SEMI ENTERRADO DE 30 m3




31061.8 88.0131061.8 88.0131061.8 88.01

Documents

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