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 | .0001 | .0001 | .0001 | .0001 | .0001 | .0001 | .0001 | .0001 | .0001 |
4 | 17.8 | .0004 | .0003 | .0003 | .0003 | .0003 | .0003 | .0003 | .0003 | .0003 |
6 | 26.7 | .001 | .001 | .001 | .001 | .001 | .001 | .001 | .001 | .001 |
8 | 35.6 | .003 | .003 | .002 | .002 | .002 | .002 | .002 | .002 | .002 |
10 | 44.5 | .007 | .006 | .005 | .005 | .005 | .005 | .005 | .005 | .005 |
12 | 53.4 | .013 | .011 | .010 | .009 | .009 | .009 | .009 | .009 | .009 |
14 | 62.3 | .023 | .020 | .018 | .017 | .017 | .016 | .016 | .016 | .016 |
16 | 71.2 | .039 | .033 | .030 | .028 | .028 | .027 | .027 | .027 | .027 |
18 | 80.0 | .061 | .052 | .047 | .045 | .044 | .044 | .043 | .043 | .043 |
20 | 89.0 | .091 | .078 | .071 | .068 | .067 | .066 | .066 | .066 | .066 |
22 | 97.9 | .132 | .114 | .104 | .100 | .098 | .097 | .097 | .097 | .097 |
24 | 106.8 | .183 | .161 | .148 | .143 | .140 | .139 | .139 | .138 | .138 |
26 | 115.7 | .246 | .221 | .205 | .198 | .195 | .193 | .193 | .192 | .192 |
28 | 124.6 | .322 | .296 | .277 | .268 | .265 | .263 | .262 | .262 | .262 |
30 | 133.5 | .411 | .387 | .367 | .357 | .353 | .351 | .350 | .349 | .349 |
32 | 142.4 | .515 | .495 | .476 | .466 | .462 | .460 | .459 | .458 | .458 |
34 | 151.3 | .634 | .622 | .607 | .599 | .595 | .594 | .593 | .592 | .592 |
36 | 160.0 | .772 | .768 | .762 | .758 | .756 | .756 | .755 | .755 | .755 |
38 | 169.1 | .930 | .934 | .942 | .947 | .949 | .950 | .951 | .951 | .951 |
40 | 178.0 | 1.11 | 1.12 | 1.15 | 1.17 | 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
42 | 186.9 | 1.3 | 1.33 | 1.38 | 1.42 | 1.44 | 1.45 | 1.46 | 1.46 | 1.46 |
44 | 195.8 | 1.56 | 1.56 | 1.64 | 1.71 | 1.75 | 1.77 | 1.78 | 1.78 | 1.78 |
46 | 204.7 | 1.84 | 1.83 | 1.94 | 2.04 | 2.10 | 2.14 | 2.15 | 2.16 | 2.16 |
48 | 213.6 | 2.16 | 2.12 | 2.26 | 2.41 | 2.51 | 2.56 | 2.58 | 2.59 | 2.60 |
50 | 222.5 | 2.53 | 2.45 | 2.61 | 2.82 | 2.96 | 3.03 | 3.07 | 3.09 | 3.10 |
52 | 231.4 | 2.95 | 2.82 | 3.01 | 3.27 | 3.47 | 3.58 | 3.63 | 3.66 | 3.68 |
54 | 240.3 | 3.43 | 3.23 | 3.43 | 3.77 | 4.03 | 4.18 | 4.27 | 4.31 | 4.33 |
56 | 249.2 | 3.98 | 3.70 | 3.90 | 4.31 | 4.65 | 4.86 | 4.98 | 5.04 | 5.07 |
58 | 258.1 | 4.59 | 4.22 | 4.42 | 4.90 | 5.34 | 5.62 | 5.78 | 5.86 | 5.90 |
60 | 267.0 | 5.28 | 4.80 | 4.99 | 5.54 | 6.08 | 6.45 | 6.66 | 6.78 | 6.84 |
62 | 275.9 | 6.06 | 5.45 | 5.61 | 6.23 | 6.89 | 7.36 | 7.64 | 7.80 | 7.88 |
64 | 284.7 | 6.92 | 6.18 | 6.29 | 6.98 | 7.76 | 8.36 | 8.72 | 8.93 | 9.04 |
66 | 293.6 | 7.89 | 6.98 | 7.05 | 7.78 | 8.7 | 9.44 | 9.91 | 10.18 | 10.33 |
68 | 302.5 | 8.96 | 7.88 | 7.87 | 8.66 | 9.71 | 10.61 | 11.2 | 11.55 | 11.75 |
70 | 311.4 | 10.2 | 8.9 | 8.8 | 9.6 | 10.8 | 11.9 | 12.6 | 13.1 | 13.3 |
72 | 320.3 | 11.5 | 10.0 | 9.8 | 10.6 | 12.0 | 13.2 | 14.1 | 14.7 | 15.0 |
74 | 329.2 | 12.9 | 11.2 | 10.9 | 11.7 | 13.2 | 14.7 | 15.8 | 16.5 | 16.9 |
76 | 338.1 | 14.5 | 12.5 | 12.1 | 12.9 | 14.5 | 16.2 | 17.5 | 18.4 | 18.9 |
78 | 347.0 | 16.2 | 13.9 | 13.4 | 14.2 | 15.9 | 17.8 | 19.4 | 20.5 | 21.1 |
80 | 355.9 | 18.2 | 15.5 | 14.8 | 15.6 | 17.4 | 19.6 | 21.4 | 22.7 | 23.5 |
82 | 364.8 | 20.2 | 17.2 | 16.4 | 17.2 | 19.1 | 21.4 | 23.5 | 25.1 | 26.1 |
84 | 373.7 | 22.5 | 19.1 | 18.1 | 18.8 | 20.8 | 23.4 | 25.8 | 27.6 | 28.8 |
86 | 382.6 | 25.0 | 21.2 | 19.9 | 20.6 | 22.6 | 25.5 | 28.2 | 30.4 | 31.8 |
88 | 391.5 | 27.6 | 23.4 | 21.9 | 22.5 | 24.6 | 27.7 | 30.7 | 33.2 | 35.0 |
90 | 400.4 | 30.5 | 25.8 | 24.1 | 24.6 | 26.8 | 30.0 | 33.4 | 36.3 | 38.3 |
Labels
- CARACTERÍSTICAS DE LA SUBRASANTE
- CARACTERIZACIÓN DEL TRÁNSITO
- CONCEPTOS DE CONFIABILIDAD
- CONCEPTOS DE DESEMPEÑO DE PAVIMENTOS
- CONDICIONES ACTUALES DE LOS PAVIMENTOS EN CENTROAMERICA
- DISEÑO DE PAVIMENTOS FLEXIBLES
- DISEÑO DE PAVIMENTOS RÍGIDOS
- Drenaje
- INTRODUCCIÓN Y DESARROLLO DEL MÉTODO DE DISEÑO AASHTO 93
- MATERIALES PARA PAVIMENTOS
- Pavimentos
- Prologo
jueves, 10 de febrero de 2011
Tabla 3.18. Factores equivalentes de carga para pavimentos rígidos, ejes trídem, pt = 3.0
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