sábado, 29 de mayo de 2010

Tabla 3.2. Factores equivalentes de carga para pavimentos flexibles, ejes tándem, pt = 2.0


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
.0000
.0000
.0000
.0000
.0000
.0000
4
17.8
.0003
.0003
.0003
.0002
.0002
.0002
6
26.7
.001
.001
.001
.001
.001
.001
8
35.6
.003
.003
.003
.003
.003
.002
10
44.5
.007
.008
.008
.007
.006
.006
12
53.4
.013
.016
.016
.014
.013
.012
14
62.3
.024
.029
.029
.026
.024
.023
16
71.2
.041
.048
.050
.046
.042
.040
18
80.0
.066
.077
.081
.075
.069
.066
20
89.0
.103
.117
.124
.117
.109
.105
22
97.9
.156
.171
.183
.174
.164
.158
24
106.8
.227
.244
.260
.252
.239
.231
26
115.7
.322
.340
.360
.353
.338
.329
28
124.6
.447
.465
.487
.481
.466
.455
30
133.5
.607
.623
.646
.643
.627
.617
32
142.4
.810
.823
.843
.842
.829
.819
34
151.3
1.06
1.07
1.08
1.08
1.08
1.07
36
160.0
1.38
1.38
1.38
1.38
1.38
1.38
38
169.1
1.76
1.75
1.73
1.72
1.73
1.74
40
178.0
2.22
2.19
2.15
2.13
2.16
2.18
42
186.9
2.77
2.73
2.64
2.62
2.66
2.70
44
195.8
3.42
3.36
3.23
3.18
3.24
3.31
46
204.7
4.20
4.11
3.92
3.83
3.91
4.02
48
213.6
5.10
4.98
4.72
4.58
4.68
4.83
50
222.5
6.15
5.99
5.64
5.44
5.56
5.77
52
231.4
7.37
7.16
6.71
6.43
6.56
6.83
54
240.3
8.77
8.51
7.93
7.55
7.69
8.03
56
249.2
10.4
10.1
9.3
8.8
9.0
9.4
58
258.1
12.2
11.8
10.9
10.3
10.4
10.9
60
267.0
14.3
13.8
12.7
11.9
12.0
12.6
62
275.9
16.6
16.0
14,7
13.7
13.8
14.5
64
284.7
19.3
18.6
17,0
15.8
15.8
16.6
66
293.6
22.2
21.4
19.6
18.0
18.0
18.9
68
302.5
25.5
24.6
22.4
20.6
20.5
21.5
70
311.4
29.2
28.1
25.6
23.4
23.2
24.3
72
320.3
33.3
32.0
29.1
26.5
26.2
27.4
74
329.2
37.8
36.4
33.0
30.0
29.4
30.8
76
338.1
42.8
41,2
37.3
33.8
33.1
34.5
78
347.0
48.4
46.5
42.0.
38.0
37.0
38.6
80
355.9
54.4
52.3
47.2
42.5
41.3
43.0
82
364.8
61.1
58.7
52.9
47.6
46.0
47.8
84
373.7
68.4
65.7
59.2
53.0
51.2
53.0
86
382.6
76.3
73.3
66.0
59.0
56.8
58.6
88
391.5
85.0
81.6
73.4
65.5
62.8
64.7
90
400.4
94.4
90.6
81.5
72.6
69.4
71.3

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