viernes, 4 de febrero de 2011

Tabla 3.13. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt = 2.5


Carga
p/eje



D
pulg
(mm)



(kips)
(KN)
6.0
7.0
8.0
9.0
1.0
11.0
12.0
13.0
14.0


(152.4)
(177.8)
(203.2)
(228.6)
(254.0)
(279.4)
(304.8)
(330.2)
(355.6)
2
8.9
.0002
.0002
.0002
.0002
.0002
.0002
.0002
.0002
.0002
4
17.8
.003
.002
.002
.002
.002
.002
.002
.002
.002
6
26.7
.012
.011
.010
.010
.010
.010
.010
.010
.010
8
35.6
.039
.035
.033
.032
.032
.032
.032
.032
.032
10
44.5
.097
.089
.084
.082
.081
.080
.080
.080
.080
12
53.4
.203
.189
.181
.176
.175
.174
.174
.173
.173
14
62.3
.376
.360
.347
.341
.338
.337
.336
.336
.336
16
71.2
.634
.623
.610
.604
.601
.599
.599
.599
.598
18
80.0
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
20
89.0
1.51
1.52
1.55
1.57
1.58
1.58
1.59
1.59
1.59
22
97.9
2.21
2.20
2.28
2.34
2.38
2.40
2.41
2.41
2.41
24
106.8
3.16
3.10
3.22
3.36
3.45
3.50
3.53
3.54
3.55
26
115.7
4.41
4.26
4.42
4.67
4.85
4.95
5.01
5.04
5.05
28
124.6
6.05
5.76
5.92
6.29
6.61
6.81
6.92
6.98
7.01
30
133.5
8.16
7.67
7.79
8.28
8.79
9.14
9.35
9.46
9.52
32
142.4
10.8
10.1
10.1
10.7
11.4
12.0
12.3
12.6
12.7
34
151.3
14.1
13.0
12.9
13.6
14.6
15.4
16.0
16.4
16.5
36
160.0
18.2
16.7
16.4
17.1
18.3
19.5
20.4
21.0
21.3
38
169.1
23.1
21.1
20.6
21.3
22.7
24.3
25.6
26.4
27.0
40
178.0
29.1
26.5
25.7
26.3
27.9
29.9
31.6
32.9
33.7
42
186.9
36.2
32.9
31.7
32.2
34.0
36.3
38.7
40.4
41.6
44
195.8
44.6
40.4
38.8
39.2
41.0
43.8
46.7
49.1
50.8
46
204.7
54.5
49.3
47.1
47.3
49.2
52.3
55.9
59.0
61.4
48
213.6
66.1
59.7
56.9
56.8
58.7
62.1
66.3
70.3
73.4
50
222.5
79.4
71.7
68.2
67.8
69.6
73.3
78.1
83.0
87.1

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