jueves, 3 de febrero de 2011

Tabla 3.10. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt = 2.0


Carga por 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
.002
.002
.002
.002
.002
.002
.002
.002
.002
6
26.7
.011
.010
.010
.010
.010
.010
.010
.010
.010
8
35.6
.035
.033
.032
.032
.032
.032
.032
.032
.032
10
44.5
.087
.084
.082
.081
.080
.080
. 080
.080
.080
12
53.4
.186
.180
.176
.175
.174
.174
.173
.173
.173
14
62.3
.353
.346
.341
.338
.337
.336
.336
.336
.336
16
71.2
.614
.609
.604
.601
.599
.599
.598
.598
.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
1.55
1.56
1.57
1.58
1.58
1.59
1.59
1.59
1.59
22
97.9
2.32
2.32
2.35
2.38
2.40
2.41
2.41
2.41
2.42
24
106.8
3.37
3.34
3.40
3,47
3.51
3.53
3.54
3.55
3.55
26
115.7
4.76
4.69
4.77
4.88
4.97
5.02
5.04
5.06
5.06
28
124.6
6.58
6.44
6.52
6.70
6.85
6.94
7.00
7.02
7.04
30
133.5
8.92
8.68
8.74
8.98
9.23
9.39
9.48
9.54
9.56
32
142.4
11.9
11.5
11.5
11.8
12.2
12.4
12.6
12.7
12.7
34
151.3
15.5
15,0
14.9
15.3
15.8
16.2
16.4
16.6
16.7
36
160.0
20.1
19.3
19.2
19.5
20.1
20.7
21.1
21.4
21.5
38
169.1
25.6
24.5
24.3
24.6
25.4
26.1
26.7
27.1
27.4
40
178.0
32.2
30.8
30.4
30.7
31.6
32.6
33.4
34.0
34.4
42
186.9
40.1
38.4
37.7
38.0
38.9
40.1
41.3
42.1
42,7
44
195.8
49.4
47.3
46.4
46.6
47.6
49.0
50.4
51.6
52.4
46
204.7
60.4
57.7
56.6
56.7
57.7
59.3
61.1
62.6
63.7
48
213.6
73.2
69.9
68.4
68.4
69.4
71.2
73.3
75.3
76.8
50
222.5
88.0
84.1
82.2
82.0
83.0
84.9
87.4
89.8
91.7

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