sábado, 25 de diciembre de 2010

Tabla 3.4. Factores equivalentes de carga para pavimentos flexibles, ejes simples, pt = 2.5


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
.0004
.0004
.0004
.0004
.0004
.0004
4
17.8
.003
.004
.004
.003
.002
.002
6
26.7
.011
.017
.017
.013
.01
.009
8
35.6
.032
.047
.051
.041
.034
.031
10
44.5
.078
.102
.118
.102
.088
.080
12
53.4
.168
.198
.229
.213
.189
.176
14
62.3
.328
.358
.399
.388
.360
.342
16
71.2
.591
.613
.646
.645
.623
.606
18
80.0
1.00
1.00
1.00
1.00
1.00
1.00
20
89.0
1.61
1.57
1.49
1.47
1.51
1.55
22
97.9
2.48
2.38
2.17
2.09
2.18
2.30
24
106.8
3.69
3.49
3.09
2.89
3.03
3.27
26
115.7
5.33
4.99
4.31
3.91
4.09
4.48
28
124.6
7.49
6.98
5.90
5.21
5,39
5.98
30
133.5
10.3
9.5
7.9
6.8
7.0
7.8
32
142.4
13.9
12.8
10.5
8.8
8.9
10.0
34
151.3
18.4
16.9
13.7
11.3
11.2
12.5
36
160.0
24.0
22.0
17.7
14.4
13.9
15.5
38
169.1
30.9
28.3
22.6
18.1
17.2
19
40
178.0
39.3
35.9
28.5
22.5
21.1
23.0
42
186.9
49.3
45.0
35.6
27.8
25.6
27.7
44
195.8
61.3
55.9
44.0
34.0
31.0
33.1
46
204.7
75.5
68.8
54.0
41.4
37.2
39.3
48
213.6
92.2
83.9
65.7
50.1
44.5
46.5
50
222.5
112
102
79
60
53
55

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