martes, 11 de enero de 2011

Tabla 3.6. Factores equivalentes de carga para pavimentos flexibles, ejes trídem, 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
.0000
.0000
.0000
.0000
.0000
.0000
4
17.8
.0002
.0002
.0002
.0001
.0001
.0001
6
26.7
.0006
.0007
.0005
.0004
.0003
.0003
8
35.6
.001
.002
.001
.001
.001
.001
10
44.5
.003
.004
.003
.002
.002
.002
12
53.4
.005
.007
.006
.004
.003
.003
14
62.3
.008
.012
.01
.008
.006
.006
16
71.2
.012
.019
.018
.013
.011
.010
18
80.0
.018
.029
.028
.021
.017
.016
20
89.0
.027
.042
.042
.032
.027
.024
22
97.9
.038
.058
.060
.048
.040
.036
24
106.8
.053
.078
.084
.068
.057
.051
26
115.7
.072
.103
.114
.095
.080
.072
28
124.6
.098
.133
.151
.128
.109
.099
30
133.5
.129
.169
.195
.170
.145
.133
32
142.4
.169
.123
.247
.220
.191
.175
34
151.3
.219
.266
.308
.281
.246
.228
36
160.0
.279
.329
.379
.352
.313
.292
38
169.1
.352
.403
.461
.436
.393
.368
40
178.0
.439
.491
.554
.533
.487
.459
42
186.9
.543
.594
.661
.644
.597
.567
44
195.8
.666
.714
.781
.769
.723
.692
46
204.7
.811
.854
.918
.911
.868
.838
48
213.6
.979
1.015
1.072
1.069
1.033
1.005
50
222.5
1.17
1.20
1.24
1.25
1.22
1.20
52
231.4
1.40
1.41
1.44
1.44
1.43
1.41
54
240.3
1.66
1.66
1,66
1.66
1.66
1.66
56
249.2
1.95
1.93
1,90
1.90
1.91
1.93
58
258.1
2.29
2.25
2.17
2.16
2.20
2.24
60
267.0
2.67
2.60
Z48
2.44
2.51
2.58
62
275.9
3.09
3.00
2.82
2.76     
2.85
2.95
64
284.7
3.57
3.44
3.19
3.10
3.22
3.36
66
293.6
4.11
3.94
3.61
3.47
3.62
3.81
68
302.5
4.71
4.49
4.06
3.88
4.05
4.30
70
311.4
5.38
5.11
4.57
4.32
4.52
4.84
72
320.3
6.12
5.79
5.13
4.8
5.03
5.41
74
329.2
6.93
6.54
5.74
5.32
5.57
6.04
76
338.1
7.84
7.37
6.41
5.88
6.15
6.71
78
347.0
8.83
8.28
7.14
6.49
6.78
7.43
80
355.9
9.92
9.28
7.95
7.15
7.45
8.21
82
364.8
11.1
10.4
8.8
7.9
8.2
9.0
84
373.7
12.4
11.6
9.8
8.6
8.9
9.9
86
382.6
13.8
12.9
10.8
9.5
9.8
10.9
88
391.5
15.4
14.3
11.9
10.4
10.6
11.9
90
400.4
17.1
15.8
13.2
11.3
11.6
12.9

domingo, 26 de diciembre de 2010

Tabla 3.5. Factores equivalentes de carga para pavimentos flexibles, ejes tándem, 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
.0001
.0001
.0001
.0000
.0000
.0000
4
17.8
.0005
.0005
.0004
.0003
.0003
.0002
6
26.7
.002
.002
.002
.001
.001
.001
8
35.6
.004
.006
.005
.004
.003
.003
Lo
44.5
.008
.013
.011
.009
.007
.006
12
53.4
.015
.024
.023
.018
.014
.013
14
62.3
.026
.041
.042
.033
.027
.024
16
71.2
.044
.065
.07
.057
.047
.043
18
80.0
.070
.097
.109
.092
.077
.070
20
89.0
.107
.141
.162
.141
.121
.110
22
97.9
.160
.198
.229
.207
.180
.166
24
106.8
.231
.273
.315
.292
.260
.242
26
115.7
.327
.370
.420
.401
.364
.342
28
124.6
.451
.493
.548
.534
.495
.470
30
133.5
.611
.648
.703
.695
.658
.633
32
142.4
.813
.843
.889
.887
.857
.834
34
151.3
1.06
1.08
1.11
1.11
1.09
1.08
36
160.0
1.38
1.38
1.38
1.38
1.38
1.38
38
169.1
1.75
1.73
1.69
1.68
1.70
1.73
40
178.0
2.21
2.16
2.06
2.03
2.08
2.14
42
186.9
2.76
2.67
2.49
2.43
2.51
2.61
44
195.8
3.41
3.27
2.99
2.88
3.00
3.16
46
204.7
4.18
3.98
3.58
3.40
3.55
3.79
48
213.6
5.08
4.80
4.25
3.98
4.17
4.49
So
222.5
6.12
5.76
5.03
4.64
4.86
5.28
52
231.4
7.33
6.87
5.93
5.38
5.63
6.17
54
240.3
8.72
8.14
6.95
6.22
6.47
7.15
56
249.2
10.3
9.6
8.1
7.2
7.4
8.2
58
258.1
12.1
11.3
9.4
8.2
8.4
9.4
60
267.0
14.2
13.1
10.9
9.4
9.6
10.7
62
275.9
16.5
15.3
12.6
10.7
10.8
12.1
64
284.7
19.1
17.6
14.5
12.2
12.2
13.7
66
293.6
22.1
20.3
16.6
13.8
13.7
15.4
68
302.5
25.3
23.3
18.9
15.6
15.4
17.2
70
311.4
29.0
26.6
21.5
17.6
17.2
19.2
72
320.3
33.0
30.3
24.4
19.8
19.2
21.3
74
329.2
37.5
34.4
27.6
22.2
21.6
23.6
76
338.1
42.5
38.9
31.1
24.8
23.7
26.1
78
347.0
48.0
43.9
35.0
27.8
26.2
28.8
80
355.9
54.0
49.4
39.2
30.9
29.0
31.7
82
364.8
60.6
55.4
43.9
34.4
32.0
34.8
84
373.7
67.8
61.9
49.0
38.2
35.3
38.1
86
382.6
75.7
69.1
54.5
42.3
38.8
41.7
88
391.5
84.3
76.9
60.6
46.8
42.6
45.6
90
400.4
93.7
85.4
67.1
51.7
46.8
49.7