Metrado de Acero1

8/2/2019 Metrado de Acero1

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PROYECTO: HECHO POR:PARTIDA: ACERO ESTRUCTURAL PARA ZAPATAS fy=4200 kg/cm2 FECHA:

Elemento Total Diseo Total 3/8'' 1/2'' 5/8'' 3/4'' 1''

Z-1 (Sentido Horizontal) 2 3/4'' 25 50 2.9 145 145.00

Z-1 (Sentido Vertical) 2 3/4'' 15 30 4.9 147 147.00

Z-2 (Sentido Horizontal) 2 3/4'' 27 54 3.17 171.04 171.04

Z-2 (Sentido Vertical) 2 3/4'' 23 46 3.25 149.48 149.48

Z-3 (Sentido Horizontal) 2 5/8'' 14 28 1.7 47.6 47.60

Z-3 (Sentido Vertical) 2 5/8'' 9 18 2.6 46.8 46.80

3/8" 1/2" 5/8" 3/4" 1"

PESO EN KILOGRAMOS POR METRO 0.559 0.993 1.552 2.235 3.973LONGITUD TOTAL EN METROS 0 0 94.4 612.52 0PESO PARCIAL EN KILOGRAMOS (PARA CADA DIMETRO) 0 0 146.509 1368.982 0PESO TOTAL DE ACERO DE REFUERZO EN ZAPATAS

PROYECTO: HECHO POR:PARTIDA: ACERO ESTRUCTURAL PARA LOSAS DE CIMENTACION fy=4200 kg/cm2 FECHA:


Eje A Capa Superior Longitudinal 1 3/4'' 15 15 2.68 40.2 40.20(tramo 1 - 2)1 3/4'' 15 15 7 105 105.00

Capa Superior Transversal 1 3/4'' 38 38 2.91 110.58 110.58

Capa Inferior Longitudinal 1 3/4'' 15 15 1.93 28.95 28.95

1 3/4'' 15 15 6.4 96 96.00

Capa Inferior Transversal 1 3/4'' 38 38 2.91 110.58 110.58

Eje 10 Capa Superior Longitudinal 1 3/4'' 15 15 4.18 62.7 62.70(tramo B' - D')

1 3/4'' 15 15 7.5 112.5 112.50



1 3/4'' 15 15 8.5 127.5 127.50


Eje 10 Capa Superior Longitudinal 1 3/4'' 15 15 3.68 55.2 55.20(tramo I - K)

1 3/4'' 15 15 7 105 105.00



1 3/4'' 15 15 7.4 111 111.00


3/8" 1/2" 5/8" 3/4" 1"

PESO EN KILOGRAMOS POR METRO 0.559 0.993 1.552 2.235 3.973LONGITUD TOTAL EN METROS 0.00 0.00 0.00 1645.41 0.00PESO PARCIAL EN KILOGRAMOS (PARA CADA DI METRO) 0 0 0 3677.491 0PESO TOTAL DE ACERO DE REFUERZO EN LOSAS DE CIMENTACIN

PROYECTO: HECHO POR:PARTIDA: ACERO ESTRUCTURAL PARA VIGAS DE CIMENTACION fy=4200 kg/cm2 FECHA:


EJE 1-1 1 1'' 12 12 8.9 106.8 106.80

1 3/8'' 2 2 8.6 17.2 17.20

1 5/8'' 26 26 3 78 78.00

1 3/4'' 10 10 7.9 79 79.00

1 1/2'' 28 28 3.66 102.48 102.48

EJE 2 1 1'' 4 4 39.3 157.2 157.20

1 3/8'' 2 2 17.25 34.5 34.50

1 5/8'' 59 59 2.06 121.54 121.54

1 3/4'' 6 6 1.73 10.38 10.38

1 3/4'' 6 6 17.45 104.7 104.70

1 1/2'' 58 58 3.66 212.28 212.28

3677.49 Kg

LONGITUD

1.93

LONGITUD POR ml

1515.49 Kg

LONGITUD LONGITUD POR ml

2.90

Elemento Descripcin Cant. DISEO DE FIERRO

2.91

6.40

4.18

7.50

2.91

2.687.00

LONGITUD POR ml

8.90

0.40

0.13

Elemento Descripcin Cant.

0.13

0.40

8.60

17.25

2.06

1.73

Elemento Descripcin Cant. DISEO DE FIERRO

2.91

39.30

DISEO DE FIERRO

2.60

4.90

2.91

1.93

7.40

1.83

8.50

2.91

3.68

3.17

2.91

1.70

CANTIDAD

3.25

3.00

7.90

0.40

CANTIDAD

7.00

CANTIDAD LONGITUD

17.45

1.

30

1.

30

1.

30

1.

30

CONSTRUCCION DE LA INFRAESTRUCTURA FISICA

HOJA DE METRADOS - ESTRUCTURAS

METRADO DE ACERO


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METRADO DE ACERO

EJE 3 1 1'' 4 4 41.8 167.2 167.20

1 3/8'' 2 2 17.25 34.5 34.50

1 3/4'' 2 2 7.58 15.16 15.16

1 1'' 2 2 11.15 22.3 22.30

1 1'' 2 2 16.3 32.6 32.60

1 5/8'' 65 65 2.1 136.5 136.50

1 3/4'' 12 12 9 108 108.00

1 1/2'' 60 60 3.66 219.6 219.60

EJE 4 1 1'' 4 4 35.77 143.08 143.08

1 3/8'' 2 2 17.25 34.5 34.50

1 3/4'' 2 2 6.67 13.34 13.34

1 1'' 2 2 25.67 51.34 51.34

1 5/8'' 51 51 2.1 107.1 107.10

1 3/4'' 6 6 14.75 88.5 88.50

1 1/2'' 53 53 3.66 193.98 193.98

EJE 5 1 1'' 4 4 30.4 121.6 121.60

1 3/8'' 2 2 14 28 28.00

1 5/8'' 49 49 2.1 102.9 102.90

1 3/4'' 6 6 14.21 85.26 85.26

1 1/2'' 43 43 3.66 157.38 157.38

EJE 6 1 1'' 4 4 28.88 115.52 115.52

1 3/8'' 2 2 13.3 26.6 26.60

1 5/8'' 45 45 2.06 92.7 92.70

1 3/4'' 6 6 13.44 80.64 80.64

1 1/2'' 45 45 3.66 164.7 164.70

EJE 8 1 1'' 4 4 53.32 213.28 213.28

1 1'' 4 4 52.08 208.32 208.32

1 3/8'' 2 2 45.1 90.2 90.20

1 5/8'' 147 147 2.06 302.82 302.82

1 3/4'' 6 6 47.18 283.08 283.08

1 1/2'' 134 134 3.66 490.44 490.44

EJE 9 1 1'' 4 4 24.74 98.96 98.96TRAMO B' - D'

1 3/8'' 2 2 11.3 22.6 22.60

1 3/4'' 2 2 11.92 23.84 23.84

1 1'' 2 2 12.32 24.64 24.64

1 1/2'' 35 35 3.66 128.1 128.100.13

0.40

0.40

0.13

41.80

17.25

11.15

0.40

2.10

9.00

7.58

0.40

1.

30

16.30

17.25

53.32

45.10

30.40

0.40

2.06

52.08

13.44

0.40

14.21

1.

30

35.77

14.00

2.10

0.40

0.40

0.40

47.18

1.

30

1.

30

0.13

6.67

25.67

2.10

14.75

0.40

1.

30

1.

30

1.

30

1.

30

0.40

13.30

0.13

2.06

28.88

0.13

1.

30

1.

30

1.

30

1.

30

11.30

0.13

11.92

12.32

0.40

24.74


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METRADO DE ACERO

EJE 9 1 1'' 4 4 22.74 90.96 90.96TRAMO I - K

1 3/8'' 2 2 10.23 20.46 20.46

1 3/4'' 2 2 11.27 22.54 22.54

1 1'' 2 2 11.39 22.78 22.78

1 1/2'' 30 30 3.66 109.8 109.80

EJE 10 1 1'' 4 4 57.37 229.48 229.48

1 3/8'' 2 2 25.25 50.5 50.50

1 5/8'' 64 64 2.06 131.84 131.84

1 3/4'' 6 6 23.6 141.6 141.60

1 1/2'' 74 74 3.66 270.84 270.84

EJE A 1 1'' 4 4 52.82 211.28 211.28

1 3/8'' 2 2 23.5 47 47.00

1 5/8'' 64 64 2.06 131.84 131.84

1 3/4'' 6 6 23.53 141.18 141.18

1 1/2'' 72 72 3.66 263.52 263.52

EJE B 1 1'' 4 4 20.8 83.2 83.20

1 3/8'' 2 2 9.25 18.5 18.50

1 3/4'' 2 2 9.71 19.42 19.42

1 1'' 2 2 10.4 20.8 20.80

1 1/2'' 25 25 3.66 91.5 91.50

EJE C' 1 1'' 4 4 4.05 16.2 16.20

1 3/8'' 2 2 3.75 7.5 7.50

1 3/4'' 6 6 4.07 24.42 24.42

1 1'' 4 4 4.05 16.2 16.20

1 5/8'' 12 12 2.06 24.72 24.721 3/4'' 1 1 2 2 2.00

1 1/2'' 12 12 3.66 43.92 43.92

EJE B" 1 1'' 6 6 7.01 42.06 42.06

1 3/8'' 2 2 6.71 13.42 13.42

1 1'' 6 6 7.01 42.06 42.06

1 5/8'' 21 21 2.06 43.26 43.26

1 3/4'' 6 6 5.93 35.58 35.58

1 1/2'' 21 21 3.66 76.86 76.86

EJE C 1 1'' 4 4 70.79 283.16 283.16

1 3/8'' 2 2 30.7 61.4 61.40

6.71

0.40

0.13

3.75

2.06

0.40

70.79

2.062.00

5.93

0.40

0.13

0.40

52.82

23.50

0.40

4.07

0.40

2.06

4.05

1.

30

1.

30

0.13

1.

30

0.40

57.37

25.25

2.06

9.25

23.53

0.40

4.05

22.74

10.23

11.27

11.39

0.40

23.60

0.40

0.40

0.40

0.13

0.13

0.40

20.80

1.

30

1.

30

1.

30

1.

30

1.

30

0.13

7.01

1.

30

1.

30

1.

30

9.71

7.01

10.40

1.

30

30.70


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METRADO DE ACERO

1 5/8'' 88 88 2.06 181.28 181.28

1 3/4'' 6 6 31.86 191.16 191.16

1 1/2'' 93 93 3.66 340.38 340.38

EJE D' 1 1'' 4 4 31.66 126.64 126.64

1 3/8'' 2 2 14.05 28.1 28.10

1 5/8'' 43 43 2.06 88.58 88.58

1 3/4'' 6 6 1.93 11.58 11.58

1 3/4'' 6 6 14.21 85.26 85.26

1 1/2'' 44 44 3.66 161.04 161.04

EJE F 1 1'' 6 6 16.46 98.76 98.76

1 3/8'' 2 2 14.05 28.1 28.10

1 1'' 4 4 16.46 65.84 65.84

1 1'' 2 2 11.86 23.72 23.72

1 5/8'' 50 50 2.06 103 103.00

1 3/4'' 6 6 14.21 85.26 85.26

1 1/2'' 48 48 3.66 175.68 175.68

EJE G 1 1'' 4 4 35.8 143.2 143.20

1 3/8'' 2 2 15.48 30.96 30.96

1 3/4'' 2 2 16.18 32.36 32.36

1 1'' 2 2 16.98 33.96 33.96

1 5/8'' 52 52 2.06 107.12 107.12

1 3/4'' 6 6 14.68 88.08 88.08

1 1/2'' 51 51 3.66 186.66 186.66

EJE H 1 1'' 4 4 39.3 157.2 157.20

1 3/8'' 2 2 17.3 34.6 34.60

1 3/4'' 2 2 10.05 20.1 20.10

1 1'' 2 2 9 18 18.00

1 1'' 2 2 16.3 32.6 32.60

1 5/8'' 66 66 2.06 135.96 135.96

1 3/4'' 6 6 17.41 104.46 104.46

1 1/2'' 60 60 3.66 219.6 219.60

EJE I 1 1'' 4 4 39.7 158.8 158.80

1 3/8'' 2 2 17.25 34.5 34.50

1 5/8'' 50 50 2.06 103 103.00

1 3/4'' 6 6 1.93 11.58 11.58

1 5/8'' 9 9 1.93 17.37 17.37

1 3/4'' 6 6 17.41 104.46 104.46

1 1/2'' 51 51 3.66 186.66 186.66

1.

30

1.

30

0.40

39.70

0.40

0.13

2.06

1.93

2.06

0.13

14.68

17.25

17.41

0.13

0.40

0.13

0.40

0.13

16.98

16.18

15.48

35.80

0.40

17.30

1.

30

1.

30

0.40

17.41

14.05

31.86

2.06

2.06

2.06

1.93

0.40

0.40

1.

30

14.21

1.93

0.13

16.46

0.40

31.66

14.21

16.46

11.86

0.40

0.40

16.30

1.

30

1.

30

9.00

2.06

10.05

1.

30

1.

30

1.

30

39.30

1.

30

1.

30

14.05


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METRADO DE ACERO

EJE K 1 1'' 12 12 8.65 103.8 103.80

1 3/8'' 2 2 8.35 16.7 16.70

1 5/8'' 26 26 2.06 53.56 53.56

1 3/4'' 6 6 7.83 46.98 46.98

1 1/2'' 28 28 3.66 102.48 102.48

3/8" 1/2" 5/8" 3/4" 1"

PESO EN KILOGRAMOS POR METRO 0.559 0.993 1.552 2.235 3.973LONGITUD TOTAL EN METROS 679.84 3897.9 2063.09 2059.92 3483.54PESO PARCIAL EN KILOGRAMOS (PARA CADA DIMETRO) 380.031 3870.61 3201.92 4603.921 13840.1PESO TOTAL DE ACERO DE REFUERZO EN VIGAS DE CIMENTACIN 25896.59 Kg

2.06

0.40

0.40

0.40

8.35

0.13

7.83

8.65

1.

30

1.

30

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Metrado de Acero1