miércoles, 2 de febrero de 2011

Tabla 3.9. Factores equivalentes de carga para pavimentos flexibles, ejes trídem, pt = 3.0



Carga por eje

SN
pulg
(mm)


(kips)
(KN)
1.0 (25.4)
2.0 (50.8)
3.0 (76.2)
4.0 (101.6)
5.0 (127.0)
6.0 (152.4)
2
8.9
.0001
.0001
.0001
.0000
.0000
.0000
4
17.8
.0005
.0004
.0003
.0002
.0001
.0001
6
26.7
.001
.001
.001
.001
.001
.001
8
35.6
.003
.004
.002
.001
.001
.001
lo
44.5
.005
.008
.005
.003
.002
.002
12
53.4
.007
.014
.010
.006
.004
.003
14
62.3
.011
.023
.018
.011
.007
.006
16
71.2
.016
.035
.030
.018
.013
.010
18
80.0
.022
.050
.047
.029
.020
.017
20
89.0
.031
.069
.069
.044
.031
.026
22
97.9
.043
.090
.097
.065
.046
.039
24
106.8
.059
.116
.132
.092
.066
.056
26
115.7
.079
.145
.174
.126
.092
.078
28
124.6
.104
.179
.223
.168
.126
.107
30
133.5
.136
.218
.279
.219
.167
.143
32
142.4
.176
.265
.342
.279
.218
.188
34
151.3
.226
.319
.413
.350
.279
.243
36
160.0
.286
.382
.491
.432
.352
.310
38
169.1
.359
.456
.577
.524
.437
.389
40
178.0
.447
.543
.671
.626
.536
.483
42
186.9
.550
.643
.775
.740
.649
.593
44
195.8
.673
.760
.889
.865
.777
.720
46
204.7
.817
.894
1.014
1.001
.920
.865
48
213.6
.984
1.048
1.152
1.148
1.08
1.03
50
222.5
1.18
1.23
1.30
1.31
1.26
1.22
52
231.4
1.40
1.43
1.47
1.48
1.45
1.43
54
240.3
1.66
1.66
1.66
1.66
1.66
1.66
56
249.2
1.95
1.92
1.86
1.85
1.88
1.91
58
258.1
2.28
2.21
2.09
2.06
2.13
2.2
60
267.0
2.66
2.54
2.34
2.28
2.39
2.5
62
275.9
3.08
2.92
2.61
2.52
2.66
2.84
64
284.7
3.56
3.33
2.92
2.77
2.96
3.19
66
293.6
4.09
3.79
3.25
3.04
3.27
3.58
68
302.5
4.68
4.31
3.62
3.33
3.6
4.00
70
311.4
5.34
4.88
4.02
3.64
3.94
4.44
72
320.3
6.08
5.51
4.46
3.97
4.31
4.91
74
329.2
6.89
6.21
4.94
4.32
4.69
5.40
76
338.1
7.78
6.98
5.47
4.7
5.09
5.93
78
347.0
8.76
7.83
6.04
5.11
5.51
6.48
80
355.9
9.84
8.75
6.67
5.54
5.96
7.06
82
364.8
11.0
9.8
7.4
6
6.4
7.7
84
373.7
12.3
10.9
8.1
6.5
6.9
8.3
86
382.6
13.7
12.1
8.9
7.0
7.4
9.0
89
391.5
15.3
13.4
9.8
7.6
8.0
9.6
90
400.4
16.9
14.8
10.7
8.2
8.5
10.4

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