jueves, 23 de diciembre de 2010

Tabla 3.3. Factores equivalentes de carga para pavimentos flexibles, ejes trídem, 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
.0001
.0001
.0001
.0001
.0001
.0001
6
26.7
.0004
.0004
.0003
.0003
.0003
.0003
8
35.6
.0009
.0010
.0009
.0008
.0007
.0007
10
44.5
.002
.002
.002
.002
.002
.001
12
53.4
.004
.004
.004
.003
.003
.003
14
62.3
.006
.007
.007
.006
.006
.005
16
71.2
.010
.012
.012
.010
.009
.009
18
80.0
.016
.019
.019
.017
.015
.015
20
89.0
.024
.029
.029
.026
.024
.023
22
97.9
.034
.042
.042
.038
.035
.034
24
106.8
.049
.058
.060
.055
.051
.048
26
115.7
.068
.080
.083
.077
.071
.068
28
124.6
.093
.107
.113
.105
.098
.094
30
133.5
.125
.140
.149
.140
.131
.126
32
142.4
.164
.182
.194
.184
.173
.167
34
151.3
.213
.233
.248
.238
.225
.217
36
160.0
.273
.294
.313
.303
.288
.279
38
169.1
.346
.368
.390
.381
.364
.353
40
178.0
.434
.456
.481
.473
.454
.443
42
186.9
.538
.560
.587
.580
.561
.548
44
195.8
.662
.682
.710
.705
.686
.673
46
204.7
.807
.825
.852
.849
.831
.818
48
213.6
.976
.992
1.015
1.014
.999
.987
so
222.5
1.17
1.18
1.20
1.20
1.19
1.18
52
231.4
1.40
1.40
1.42
1.42
1.41
1.40
54
240.3
1.66
1.66
1.66
1.66
1.66
1.66
56
249.2
1.95
1.95
1.93
1.93
1.94
1.94
58
258.1
2.29
2.27
2.24
2.23
2.25
2.27
60
267.0
2.67
2.64
2.59
2.57
2.60
2.63
62
275.9
3.10
3.06
2.98
2.95
2.99
3.04
64
284.7
3.59
3.53
3.41
3.37
3.42
3.49
66
293.6
4.13
4.05
3.89
3.83
3.9
3.99
68
302.5
4.73
4.63
4.43
4.34
4.42
4.54
70
311.4
5.40
5.28
5.03
4.90
5.00
5.15
72
320.3
6.15
6.00
5.68
5.52
5.63
5.82
74
329.2
6.97
6.79
6.41
6.20
6.33
6.56
76
338.1
7.88
7.67
7.21
6.94
7.08
7.36
78
347.0
8.88
8.63
8.09
7.75
7.90
8.23
80
355.9
9.98
9.69
9.05
8.63
8.79
9.18
82
364.8
11.2
10.8
10.1
9.60
9.80
10.2
84
373.7
12.5
12.1
11.2
10.6
10.8
11.3
86
382.6
13.9
13.5
12.5
11.8
11.9
12.5
88
391.5
15.5
15.5
13.8
13.0
13.2
13.8
90
400.4
17.2
16.6
15.3
14.3
14.5
15.2

No hay comentarios:

Publicar un comentario