TABLAS Diseño Espesores

8/17/2019 TABLAS Diseño Espesores

1/14

Tabla 3-1

Factores equivalentes de carga para pavimentosflexibles, ejes simples, Pt = 2,0

Carga p/eje6

(kips)

Número estructural SN

1 2 3 4 5 62 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002

4 0.002 0.003 0.002 0.002 0.002 0.002

6 0.009 0.012 0.011 0.010 0.009 0.009

8 0.03 0.035 0.036 0.033 0.031 0.029

10 0.075 0.085 0.090 0.085 0.079 0.076

12 0.165 0.177 0.189 0.183 0.174 0.168

14 0.325 0.338 0.354 0.350 0.338 0.331

16 0.589 0.598 0.613 0.612 0.603 0.596

18 1.00 1.00 1.00 1.00 1.00 1.00

20 1.61 1.59 1.56 1.55 1.57 1.59

22 2.49 2.44 2.35 2.31 2.35 2.41

24 3.71 3.62 3.43 3.33 3.40 3.51

26 5.36 5.21 4.88 4.68 4.77 4.96

28 7.54 7.31 6.78 6.42 6.52 6.83

30 10.4 10.0 9.2 8.6 8.7 9.2

32 14.0 13.5 12.4 11.5 11.5 12.1

34 18.5 17.9 16.3 15.0 14.9 15.6

36 24.2 23.3 21.2 19.3 19.0 19.9

38 31.1 29.9 27.1 24.6 24.0 25.1

40 39.6 38.0 34.3 30.9 30.0 31.2

42 49.7 47.7 43.0 38.6 37.2 38.5

44 61.8 59.3 53.4 47.6 45.7 47.1

46 76.1 73.0 65.6 58.3 55.7 57.0

48 92.9 89.1 80.0 70.9 67.3 68.6

50 113. 108. 97. 86. 81. 82.

Tabla 3-2

Factores equivalentes de carga para pavimentos

flexibles, ejes tándem, Pt = 2,0

Carga p/eje

(kips)


1 2 3 4 5 6

2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4 0.0003 0.0003 0.0003 0.0002 0.0002 0.0002

6 0.001 0.001 0.001 0.001 0.001 0.0018 0.003 0.003 0.003 0.003 0.003 0.002

10 0.007 0.008 0.008 0.007 0.006 0.006

12 0.013 0.016 0.016 0.014 0.013 0.012

14 0.024 0.029 0.029 0.026 0.024 0.023

16 0.041 0.048 0.050 0.046 0.042 0.040

18 0.066 0.077 0.081 0.075 0.069 0.066

20 0.103 0.117 0.124 0.117 0.109 0.105

22 0.156 0.171 0.183 0.174 0.164 0.158

24 0.227 0.244 0.260 0.252 0.239 0.231

26 0.322 0.340 0.360 0.353 0.338 0.329

28 0.447 0.465 0.487 0.481 0.466 0.455

30 0.607 0.623 0.646 0.643 0.627 0.617

32 0.810 0.823 0.843 0.842 0.829 0.819

34 1.06 1.07 1.08 1.08 1.08 1.0736 1.38 1.38 1.38 1.38 1.38 1.38

38 1.76 1.75 1.73 1.72 1.73 1.74

40 2.22 2.19 2.15 2.13 2.16 2.18

42 2.77 2.73 2.64 2.62 2.66 2.70

44 3.42 3.36 3.23 3.18 3.24 3.31

46 4.20 4.11 3.92 3.83 3.91 4.02

48 5.10 4.98 4.72 4.58 4.68 4.83

50 6.15 5.99 5.64 5.44 5.56 5.77

52 7.37 7.16 6.71 6.43 6.56 6.83

54 8.77 8.51 7.93 7.55 7.69 8.03

56 10.4 10.1 9.3 8.8 9.0 9.4

58 12.2 11.8 10.9 10.3 10.4 10.9

60 14.3 13.8 12.7 11.9 12.0 12.6

62 16.6 16.0 14.7 13.7 13.8 14.564 19.3 18.6 17.0 15.8 15.8 16.6

66 22.2 21.4 19.6 18.0 18.0 18.9

68 25.5 24.6 22.4 20.6 20.5 21.5

70 29.2 28.1 25.6 23.4 23.2 24.3

72 33.3 32.0 29.1 26.5 26.2 27.4

74 37.8 36.4 33.0 30.0 29.4 30.8

76 42.8 41.2 37.3 33.8 33.1 34.5

78 48.4 46.5 42.0 38.0 37.0 38.6

80 54.4 52.3 47.2 42.5 41.3 43.0

82 61.1 58.7 52.9 47.6 46.0 47.8

84 68.4 65.7 59.2 53.0 51.2 53.0

86 76.3 73.3 66.0 59.0 56.8 58.6

88 85.0 81.6 73.4 65.5 62.8 64.7

90 94.4 90.6 81.5 72.6 69.4 71.3

ING. AUGUSTO GARCIA 1


2/14

Tabla 3-3


flexibles, ejes tridem, Pt = 2,0

Carga p/eje

(kips)


1 2 3 4 5 6

2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001

6 0.0004 0.0004 0.0003 0.0003 0.0003 0.00038 0.0009 0.0010 0.0009 0.0008 0.0007 0.0007

10 0.002 0.002 0.002 0.002 0.002 0.001

12 0.004 0.004 0.004 0.003 0.003 0.003

14 0.006 0.007 0.007 0.006 0.006 0.005

16 0.010 0.012 0.012 0.010 0.009 0.009

18 0.016 0.019 0.019 0.017 0.015 0.015

20 0.024 0.029 0.029 0.026 0.024 0.023

22 0.034 0.042 0.042 0.038 0.035 0.034

24 0.049 0.058 0.060 0.055 0.051 0.048

26 0.068 0.080 0.083 0.077 0.071 0.068

28 0.093 0.107 0.113 0.105 0.098 0.094

30 0.125 0.140 0.149 0.140 0.131 0.126

32 0.164 0.182 0.194 0.184 0.173 0.16734 0.213 0.233 0.248 0.238 0.225 0.217

36 0.273 0.294 0.313 0.303 0.288 0.279

38 0.346 0.368 0.390 0.381 0.364 0.353

40 0.434 0.456 0.481 0.473 0.454 0.443

42 0.538 0.560 0.587 0.580 0.561 0.548

44 0.662 0.682 0.710 0.705 0.686 0.673

46 0.807 0.825 0.852 0.849 0.831 0.818

48 0.976 0.992 1.015 1.014 0.999 0.987

50 1.17 1.18 1.20 1.20 1.19 1.18

52 1.40 1.40 1.42 1.42 1.41 1.40

54 1.66 1.66 1.66 1.66 1.66 1.66

56 1.95 1.95 1.93 1.93 1.94 1.94

58 2.29 2.27 2.24 2.23 2.25 2.27

60 2.67 2.64 2.59 2.57 2.60 2.63

62 3.10 3.05 2.98 2.95 2.99 3.04

64 3.59 3.53 3.41 3.37 3.42 3.49

66 4.13 4.05 3.89 3.83 3.90 3.99

68 4.73 4.63 4.43 4.34 4.42 4.54

70 5.40 5.28 5.03 4.90 5.00 5.15

72 6.15 6.00 5.68 5.52 5.63 5.82

74 6.97 6.79 6.41 6.20 6.33 6.56

76 7.88 7.67 7.21 6.94 7.08 7.36

78 8.88 8.63 8.09 7.75 7.90 8.23

80 9.98 9.69 9.05 8.63 8.79 9.18

82 11.2 10.8 10.1 9.6 9.8 10.2

84 12.5 12.1 11.2 10.6 10.8 11.3

86 13.9 13.5 12.5 11.8 11.9 12.588 15.5 15.0 13.8 13.0 13.2 13.8

90 17.2 16.6 15.3 14.3 14.5 15.2

Tabla 3-4


flexibles, ejes simples, Pt = 2,5

Carga p/eje

(kips)


1 2 3 4 5 6

2 0.0004 0.0004 0.0003 0.0002 0.0002 0.0002

4 0.003 0.004 0.004 0.003 0.002 0.002

6 0.011 0.017 0.017 0.013 0.010 0.0098 0.032 0.047 0.051 0.041 0.034 0.031

10 0.078 0.102 0.118 0.102 0.088 0.080

12 0.168 0.198 0.229 0.213 0.189 0.176

14 0.328 0.358 0.399 0.388 0.360 0.342

16 0.591 0.613 0.646 0.645 0.623 0.606

18 1.00 1.00 1.00 1.00 1.00 1.00

20 1.61 1.57 1.49 1.47 1.51 1.55

22 2.48 2.38 2.17 2.09 2.18 2.30

24 3.69 3.49 3.09 2.89 3.03 3.27

26 5.33 4.99 4.31 3.91 4.09 4.48

28 7.49 6.98 5.90 5.21 5.39 5.98

30 10.3 9.5 7.9 6.8 7.0 7.8

32 13.9 12.8 10.5 8.8 8.9 10.034 18.4 16.9 13.7 11.3 11.2 12.5

36 24.0 22.0 17.7 14.4 13.9 15.5

38 30.9 28.3 22.6 18.1 17.2 19.0

40 39.3 35.9 28.5 22.5 21.1 23.0

42 49.3 45.0 35.6 27.8 25.6 27.7

44 61.3 55.9 44.0 34.0 31.0 33.1

46 75.5 68.8 54.0 41.4 37.2 39.3

48 92.2 83.9 65.7 50.1 44.5 46.5

50 112. 102 79. 60. 53. 55.


3/14


4/14

Tabla 3-7


flexibles, ejes simples, Pt = 3,0

Carga p/eje

(kips)


1 2 3 4 5 6

2 0.0008 0.0009 0.0006 0.0003 0.0002 0.0002

4 0.004 0.008 0.006 0.004 0.002 0.0026 0.014 0.030 0.028 0.018 0.012 0.010

8 0.035 0.070 0.080 0.055 0.040 0.034

10 0.082 0.132 0.168 0.132 0.101 0.086

12 0.173 0.231 0.296 0.260 0.212 0.187

14 0.332 0.388 0.468 0.447 0.391 0.358

16 0.594 0.633 0.695 0.693 0.651 0.622

18 1.00 1.00 1.00 1.00 1.00 1.00

20 1.60 1.53 1.41 1.38 1.44 1.51

22 2.47 2.29 1.96 1.83 1.97 2.16

24 3.67 3.33 2.69 2.39 2.60 2.96

26 5.29 4.72 3.65 3.08 3.33 3.91

28 7.43 6.56 4.88 3.93 4.17 5.00

30 10.2 8.9 6.5 5.0 5.1 6.332 13.8 12.0 8.4 6.2 6.3 7.7

34 18.2 15.7 10.9 7.8 7.6 9.3

36 23.8 20.4 14.0 9.7 9.1 11.0

38 30.6 26.2 17.7 11.9 11.0 13.0

40 38.8 33.2 22.2 14.6 13.1 15.3

42 48.8 41.6 27.6 17.8 15.5 17.8

44 60.6 51.6 34.0 21.6 18.4 20.6

46 74.7 63.4 41.5 26.1 21.6 23.8

48 91.2 77.3 50.3 31.3 25.4 27.4

50 110. 94. 61. 37. 30. 32.

Tabla 3-8


flexibles, ejes tándem, Pt = 3,0

Carga p/eje

(kips)


1 2 3 4 5 6

2 0.0002 0.0002 0.0001 0.0001 0.0000 0.0000

4 0.001 0.001 0.001 0.000 0.000 0.000

6 0.003 0.004 0.003 0.002 0.001 0.0018 0.006 0.011 0.009 0.005 0.003 0.003

10 0.011 0.024 0.020 0.012 0.008 0.007

12 0.019 0.042 0.039 0.024 0.017 0.014

14 0.031 0.066 0.068 0.045 0.032 0.026

16 0.049 0.096 0.109 0.076 0.055 0.046

18 0.075 0.134 0.164 0.121 0.090 0.076

20 0.113 0.181 0.232 0.182 0.139 0.119

22 0.166 0.241 0.313 0.260 0.205 0.178

24 0.238 0.317 0.407 0.358 0.292 0.257

26 0.333 0.413 0.517 0.476 0.402 0.360

28 0.457 0.534 0.643 0.614 0.538 0.492

30 0.616 0.684 0.788 0.773 0.702 0.656

32 0.817 0.870 0.956 0.953 0.896 0.855

34 1.07 1.10 1.15 1.15 1.12 1.09

36 1.38 1.38 1.38 1.38 1.38 1.38

38 1.75 1.71 1.64 1.62 1.66 1.70

40 2.21 2.11 1.94 1.89 1.98 2.08

42 2.75 2.59 2.29 2.19 2.33 2.50

44 3.39 3.15 2.70 2.52 2.71 2.97

46 4.15 3.81 3.16 2.89 3.13 3.50

48 5.04 4.58 3.70 3.29 3.57 4.07

50 6.08 5.47 4.31 3.74 4.05 4.70

52 7.27 6.49 5.01 4.24 4.57 5.37

54 8.65 7.67 5.81 4.79 5.13 6.10

56 10.2 9.0 6.7 5.4 5.7 6.9

58 12.0 10.6 7.7 6.1 6.4 7.7

60 14.1 12.3 8.9 6.8 7.1 9.862 16.3 14.2 10.2 7.7 7.8 9.5

64 18.9 16.4 11.6 8.6 8.6 10.5

66 21.8 18.9 13.2 9.6 9.5 11.6

68 25.1 21.7 15.0 10.7 10.5 12.7

70 28.7 24.7 17.0 12.0 11.5 13.9

72 32.7 28.1 19.2 13.3 12.6 15.2

74 37.2 31.9 21.6 14.8 13.8 16.5

76 42.1 36.0 24.3 16.4 15.1 17.9

78 47.5 40.6 27.3 18.2 16.5 19.4

80 53.4 45.7 30.5 20.1 18.0 21.0

82 60.0 51.2 34.0 22.2 19.6 22.7

84 67.1 57.2 37.9 24.6 21.3 24.5

86 74.9 63.8 42.1 27.1 23.2 26.488 83.4 71.0 46.7 29.8 25.2 28.4

90 92.7 78.8 51.7 32.7 27.4 30.5


5/14


6/14

Tabla 3-10


rígidos, ejes simples, Pt = 2,0

Carga

p/eje (kips)Espesor de losa D (en pulgadas)

6 7 8 9 10 11 12 13 14

2 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.00024 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002

6 0.011 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010

8 0.035 0.033 0.032 0.032 0.032 0.032 0.032 0.032 0.032

10 0.087 0.084 0.082 0.081 0.080 0.080 0.080 0.080 0.080

12 0.186 0.180 0.176 0.175 0.174 0.174 0.173 0.173 0.173

14 0.353 0.346 0.341 0.338 0.337 0.336 0.336 0.336 0.336

16 0.614 0.609 0.604 0.601 0.599 0.599 0.598 0.598 0.598

18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

20 1.55 1.56 1.57 1.58 1.58 1.59 1.59 1.59 1.59

22 2.32 2.32 2.35 2.38 2.40 2.41 2.41 2.41 2.42

24 3.37 3.34 3.40 3.47 3.51 3.53 3.54 3.55 3.55

26 4.76 4.69 4.77 4.88 4.97 5.02 5.04 5.06 5.06

28 6.48 6.44 6.52 6.70 6.85 6.94 7.00 7.02 7.04

30 8.92 8.68 8.74 8.98 9.23 9.39 9.48 9.54 9.5632 11.9 11.5 11.5 11.8 12.2 12.4 12.6 12.7 12.7

34 15.5 15.0 14.9 15.3 15.8 16.2 16.4 16.6 16.7

36 20.1 19.3 19.2 19.5 20.1 20.7 21.1 21.4 21.5

38 25.6 24.5 24.3 24.6 25.4 26.1 26.7 27.1 27.4

40 32.2 30.8 30.4 30.7 31.6 32.6 33.4 34.0 34.4

42 40.1 38.4 37.7 38.0 38.9 40.1 41.3 42.1 42.7

44 49.4 47.3 46.4 46.6 47.6 49.0 50.4 51.6 52.7

46 60.4 57.7 56.6 56.7 57.7 59.3 61.1 62.6 63.7

48 73.2 69.9 68.4 68.4 69.4 71.2 73.3 75.3 76.8

50 88.0 84.1 82.2 82.0 83.0 84.9 87.4 89.8 91.7

Tabla 3-11


rígidos, ejes tándem, Pt = 2,0

arga Espesor de losa D (en pulgadas)

e (kips)

2

4

68

10

12

14

16

18

20

22

24

26

28

30

32

3436

38

40

42

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

74

76

78

80

82

84

86

88

90

6

0.0001

0.0006

0.0020.006

0.014

0.028

0.051

0.087

0.141

0.216

0.319

0.454

0.629

0.852

1.13

1.48

1.902.42

3.04

3.79

4.67

5.72

6.94

8.36

10.00

11.9

14.0

16.5

19.3

22.4

25.9

29.9

34.3

39.2

44.6

50.6

57.3

64.6

72.5

81.3

90.9

101.

113.

125.

138.

7

0.0001

0.005

0.0020.006

0.013

0.026

0.049

0.084

0.136

0.210

0.313

0.449

0.626

0.851

1.13

1.48

1.902.41

3.02

3.74

4.59

5.59

6.76

8.12

9.69

11.5

13.5

15.9

18.5

21.5

24.9

28.6

32.8

37.5

42.7

48.4

54.7

61.7

69.3

77.6

86.7

97.

107.

119.

132.

8

0.0001

0.005

0.0020.005

0.013

0.026

0.048

0.082

0.133

0.206

0.307

0.444

0.622

0.850

1.14

1.49

1.932.45

3.07

3.80

4.66

5.67

6.83

8.17

9.72

11.5

13.5

15.8

18.4

21.3

24.6

28.2

32.3

36.8

41.9

47.5

53.6

60.4

67.8

75.9

84.7

94.

105.

116.

129.

9

0.0001

0.005

0.0020.005

0.012

0.025

0.047

0.081

0.132

0.204

0.305

0.441

0.620

0.850

1.14

1.50

1.952.49

3.13

3.89

4.78

5.82

7.02

8.40

9.98

11.8

13.8

16.1

18.7

21.6

24.9

28.5

32.6

37.1

42.1

47.6

53.6

60.3

67.7

75.7

84.4

94.

104.

116.

128.

10

0.0001

0.005

0.0020.005

0.012

0.025

0.047

0.081

0.131

0.203

0.304

0.440

0.618

0.850

1.14

1.51

1.962.51

3.17

3.95

4.87

5.95

7.20

8.63

10.27

12.1

14.2

16.6

19.3

22.3

25.6

29.3

33.4

37.9

42.9

48.5

54.6

61.2

68.6

76.6

85.3

95.

105.

116.

129.

11

0.0001

0.005

0.0020.005

0.012

0.025

0.047

0.080

0.131

0.203

0.303

0.439

0.618

0.849

1.14

1.51

1.972.52

3.19

3.98

4.93

6.03

7.31

8.79

10.49

12.4

14.6

17.1

19.8

22.9

26.4

30.2

34.4

39.1

44.2

49.9

56.1

62.8

70.2

78.3

87.1

97.

107.

118.

131

12

0.0001

0.005

0.0020.005

0.012

0.025

0.047

0.080

0.131

0.203

0.303

0.439

0.618

0.849

1.14

1.51

1.972.53

3.20

4.00

4.95

6.07

7.37

8.88

10.62

12.6

14.9

17.4

20.3

23.5

27.0

31.0

35.4

40.2

45.5

51.4

57.7

64.7

72.3

80.6

89.6

99.

110.

121.

134.

13

0.0001

0.005

0.0020.005

0.012

0.025

0.047

0.080

0.131

0.203

0.303

0.439

0.618

0.849

1.14

1.51

1.972.53

3.20

4.01

4.97

6.09

7.41

8.93

10.69

12.7

15.0

17.6

20.5

23.8

27.5

31.6

36.1

41.1

46.6

52.6

59.2

66.4

74.3

82.8

92.1

102.

113.

125.

137.

14

0.0001

0.005

0.0020.005

0.012

0.025

0.047

0.080

0.131

0.203

0.303

0.439

0.618

0.849

1.14

1.51

1.972.53

3.21

4.01

4.97

6.10

7.43

8.96

10.73

12.8

15.1

17.7

20.7

24.0

27.7

31.9

36.5

41.6

47.3

53.5

60.3

67.7

75.8

84.7

94.2

105.

116.

128.

141.



7/14

Tabla 3-12


rígidos, ejes tridem, Pt = 2,0

Tabla 3-13



Carga

p/eje (kips)

Espesor de losa D (en pulgadas)

6 7 8 9 10 11 12 13 14

2 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002

4 0.003 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002

6 0.012 0.011 0.010 0.010 0.010 0.010 0.010 0.010 0.0108 0.039 0.035 0.033 0.032 0.032 0.032 0.032 0.032 0.032

10 0.097 0.089 0.084 0.082 0.081 0.080 0.080 0.080 0.080

12 0.203 0.189 0.181 0.176 0.175 0.174 0.174 0.173 0.173

14 0.376 0.360 0.347 0.341 0.338 0.337 0.336 0.336 0.336

16 0.634 0.623 0.610 0.604 0.601 0.599 0.599 0.599 0.598

18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

20 1.51 1.52 1.55 1.57 1.58 1.58 1.59 1.59 1.59

22 2.21 2.20 2.28 2.34 2.38 2.40 2.41 2.41 2.41

24 3.16 3.10 3.22 3.36 3.45 3.50 3.53 3.54 3.55

26 4.41 4.26 4.42 4.67 4.85 4.95 5.01 5.04 5.05

28 6.05 5.76 5.92 6.29 6.61 6.81 6.92 6.98 7.01

30 8.16 7.67 7.79 8.28 8.79 9.14 9.35 9.46 9.52

32 10.8 10.1 10.1 10.7 11.4 12.0 12.3 12.6 12.7

34 14.1 13.0 12.9 13.6 14.6 15.4 16.0 16.4 16.5

36 18.2 16.7 16.4 17.1 18.3 19.5 20.4 21.0 21.3

38 23.1 21.1 20.6 21.3 22.7 24.3 25.6 26.4 27.0

40 29.1 26.5 25.7 26.3 27.9 29.9 31.6 32.9 33.7

42 36.2 32.9 31.7 32.2 34.0 36.3 38.7 40.4 41.6

44 44.6 40.4 38.8 39.2 41.0 43.8 46.7 49.1 50.8

46 54.5 49.3 47.1 47.3 49.2 52.3 55.9 59.0 61.4

48 66.1 59.7 56.9 56.8 58.7 62.1 66.3 70.3 73.4

50 79.4 71.7 68.2 67.8 69.6 73.3 78.1 83.0 87.1



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Tabla 3-14



Tabla 3-15





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Tabla 3-16



Carga

p/eje (kips)

Espesor de losa D (en pulgadas)

6 7 8 9 10 11 12 13 14

2 0.0003 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002

4 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.002 0.002

6 0.014 0.012 0.011 0.010 0.010 0.010 0.010 0.010 0.0108 0.045 0.038 0.034 0.033 0.032 0.032 0.032 0.032 0.032

10 0.111 0.095 0.087 0.083 0.081 0.081 0.080 0.080 0.080

12 0.228 0.202 0.186 0.179 0.176 0.174 0.174 0.174 0.173

14 0.408 0.378 0.355 0.344 0.340 0.337 0.337 0.337 0.337

16 0.660 0.640 0.619 0.608 0.603 0.600 0.599 0.599 0.599

18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

20 1.46 1.47 1.52 1.55 1.57 1.58 1.58 1.59 1.59

22 2.07 2.06 2.18 2.29 2.35 2.38 2.40 2.41 2.41

24 2.90 2.81 3.00 3.23 3.38 3.47 3.51 2.53 3.54

26 4.00 3.77 4.01 4.40 4.70 4.87 4.96 5.01 5.04

28 5.43 4.99 5.23 5.80 6.31 6.65 6.83 6.93 6.98

30 7.27 6.53 6.72 7.46 8.25 8.83 9.17 9.36 9.46

32 9.59 8.47 8.53 9.42 10.54 11.44 12.03 12.37 12.56

34 12.5 10.9 10.7 11.7 13.2 14.5 15.5 16.0 16.436 16.0 13.8 13.4 14.4 16.2 18.1 19.5 20.4 21.0

38 20.4 17.4 16.7 17.7 19.8 22.2 24.2 25.6 26.4

40 25.6 21.8 20.6 21.5 23.8 26.8 29.5 31.5 32.9

42 31.8 26.9 25.3 26.0 28.5 32.0 35.5 38.4 40.3

44 39.2 33.1 30.8 31.3 33.9 37.9 42.3 46.1 48.8

46 47.8 40.3 37.2 37.5 40.1 44.5 49.8 54.7 58.5

48 57.9 48.6 44.8 44.7 47.3 52.1 48.2 64.3 69.4

50 69.6 58.4 53.6 53.1 55.6 60.6 67.6 75.0 81.4

Tabla 3-17





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Tabla 3-18





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Período Factor sin Tasa de crecimiento anual ( g ) (en %)

Período

de análisis

Factor sin

Crecimiento2 4 5 6 7 8 10

1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

2 2.0 2.02 2.04 2.05 2.06 2.07 2.08 2.10

3 3.0 3.06 3.12 3.15 3.18 3.21 3.25 3.31

4 4.0 4.12 4.25 4.31 4.37 4.44 4.51 4.64

5 5.0 5.20 5.42 5.53 5.64 5.75 5.87 6.11

6 6.0 6.31 6.63 6.80 6.98 7.15 7.34 7.72

7 7.0 7.43 7.90 8.14 8.39 8.65 8.92 9.49

8 8.0 8.58 9.21 9.55 9.90 10.26 10.64 11.44

9 9.0 9.75 10.58 11.03 11.49 11.98 12.49 13.58

10 10.0 10.95 12.01 12.58 13.18 13.82 14.49 15.94

11 11.0 12.17 13.49 14.21 14.97 15.78 16.65 18.53

12 12.0 13.41 15.03 15.92 16.87 17.89 18.98 21.38

13 13.0 14.68 16.63 17.71 18.88 20.14 21.50 24.52

14 14.0 15.97 18.29 19.16 21.01 22.55 24.21 27.97

15 15.0 17.29 20.02 21.58 23.28 25.13 27.15 31.77

16 16.0 18.64 21.82 23.66 25.67 27.89 30.32 35.95

17 17.0 20.01 23.70 25.84 28.21 30.84 33.75 40.55

18 18.0 21.41 25.65 28.13 30.91 34.00 37.45 45.60

19 19.0 22.84 27.67 30.54 33.76 37.38 41.45 51.16

20 20.0 24.30 29.78 33.06 36.79 41.00 45.76 57.28

25 25.0 32.03 41.65 47.73 54.86 63.25 73.11 98.35

30 30.0 40.57 56.08 66.44 79.06 94.46 113.28 164.4935 35.0 49.99 73.65 90.32 111.43 138.24 172.32 271.02

Tabla 3-20 Factores de crecimiento de tránsito



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Documents

TABLAS Diseño Espesores