Download - Tabla Diseño Geometrico en Planta_Mauricio Gonzalez

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  • N Curva Sentido Vp Rmin R1 Izquierda 40 50 121.0002 Derecha 40 50 85.0003 Izquierda 40 50 133.3604 Derecha 40 50 75.0005 izquierda 40 50 80.8546 Izquierda 40 50 125.0007 Derecha 40 50 55.0008 Izquierda 40 50 95.7869 Derecha 40 50 448.486

  • Parametros Curva Circular

    (grad) (rad) T S23 25.556 174.444 2.740 594.734 485.918

    353 392.222 192.222 3.019 1389.738 1307.335148 164.444 35.556 0.559 38.240 5.374289 321.111 121.111 1.902 105.146 54.154143 158.889 41.111 0.646 27.053 4.40699 110.000 90.000 1.414 106.760 39.386

    248 275.556 75.556 1.187 37.098 11.342115 127.778 72.222 1.134 61.023 17.786202 224.444 24.444 0.384 87.177 8.394

    ^

  • D331.56256.6574.48

    142.6852.21

    176.7165.28

    108.67172.21

  • N Curva R A L1 121.000 67.902 38.1052 85.000 52.103 31.9373 133.360 73.041 40.0044 75.000 47.434 30.0005 80.854 50.185 31.1496 125.000 69.579 38.7307 55.000 37.590 25.6908 95.786 56.987 33.9039 448.486 181.387 73.361

    ^

  • Parametros Curvas de Enlace

    Xp Yp R OV10.024 0.157 38.011 1.996 0.500 616.2311.960 0.188 31.825 1.995 0.499 1413.859.548 0.150 39.914 1.997 0.500 58.37

    12.732 0.200 29.880 1.994 0.499 120.8312.263 0.193 31.033 1.995 0.499 42.789.862 0.155 38.637 1.997 0.500 126.54

    14.868 0.234 25.551 1.992 0.499 50.2611.267 0.177 33.797 1.996 0.499 78.275.207 0.082 73.312 1.999 0.500 123.95

    ^ )(

  • Xc Yc PP'19.04 121.50 293.4515.95 85.50 224.7119.99 133.86 34.4814.98 75.50 112.6815.56 81.35 21.0619.35 125.50 137.9812.82 55.50 39.5816.93 96.29 74.7636.67 448.99 98.85

  • Eleccion del parametro A de las clotoides INGRESAR DATOSn 1a 3.5

    N CURVA SENTIDOCRITERIO A CRITERIO B

    1 Izquierda 40.333 A 1212 Derecha 28.333 A 853 Izquierda 44.453 A 1334 Derecha 25.000 A 755 izquierda 26.951 A 816 Izquierda 41.667 A 1257 Derecha 18.333 A 558 Izquierda 31.929 A 969 Derecha 149.495 A 448

    Criterio A) Guiado Optico Criterio B) Retranqueo

    Criterio C) Desarrollo Peralte Criterio D) Incremento de la seccin transversal

    A A A A A A A A A

  • INGRESAR DATOSp 7 Ve 40mx 1.5 Jnormal 0.5

    CRITERIO B CRITERIO C CRITERIO D

    67.902 44.456 A =52.103 37.260 A =73.041 46.671 A =47.434 35.000 A =50.185 36.340 A =69.579 45.185 A =37.590 29.972 A =56.987 39.554 A =

    181.387 59.048 A =

    Criterio B) Retranqueo

    Criterio D) Incremento de la seccin transversal

    A A A A A A A A A

  • CRITERIO DA

    Ve80.576 60 67.9022772161.920 50 52.1026132078.803 60 73.0407517461.773 50 47.43416490

    139.581 80 50.1847129285.233 60 69.5789420939.414 40 37.5895674871.584 55 56.98661489

    160.548 100 181.38734310

  • Datos CurvasN Curva L PP

    1 38.105 293.452 31.937 224.713 40.004 34.484 30.000 112.685 31.149 21.066 38.730 137.987 25.690 39.588 33.903 74.769 73.361 98.85

  • Datos RectasRecta entre Curvas Lr

    Curva 1165.23167.88165.7194.21

    446.96

    Curva 2128.57271.491022.57563.33

    Curva 3

    Curva 4

    Curva 5

    Curva 6

    Curva 7

    Curva 8

    Curva 9

    1 22 33 44 55 66 77 88 9

    9 10

  • Dmke 8223.00PC 8261.11

    Dmi 8360.00FC 8554.56ks 8592.67ke 8757.90PC 8789.83FC 9014.55ks 9046.48ke 9214.36PC 9254.37FC 9288.85ks 9328.85ke 9494.56PC 9524.56FC 9637.24ks 9667.24ke 9761.45PC 9792.60FC 9813.66ks 9844.81ke 10291.77PC 10330.50FC 10468.49ks 10507.22ke 10635.79PC 10661.48FC 10701.06ks 10726.75ke 10998.24PC 11032.15FC 11106.91ks 11140.81ke 12163.38PC 12236.74FC 12335.59ks 12408.95

    Dmf 12972.28

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  • NCurva L p PC1 38.105 7.0 8261.1052 31.937 7.0 8789.8333 40.004 7.0 9254.3674 30.000 7.0 9524.5605 31.149 7.0 9792.5996 38.730 7.0 10330.5027 25.690 7.0 10661.4778 33.903 7.0 11032.1469 73.361 3.3 12236.743

  • Datos n a b1 3.5 2.5

    ke Lp1 Lo Lp2 Verificacin8223.000 25 12.5 25.605 0.62 CUMPLE8757.895 25 12.5 19.437 0.81 CUMPLE9214.363 25 12.5 27.504 0.57 CUMPLE9494.560 25 12.5 17.500 0.90 CUMPLE9761.450 25 12.5 18.649 0.84 CUMPLE10291.772 25 12.5 26.230 0.60 CUMPLE10635.787 25 12.5 13.190 1.19 CUMPLE10998.242 25 12.5 21.403 0.74 CUMPLE12163.382 25 12.5 60.861 0.05 CUMPLE

    _ _

  • 0.7 1.5

    VerificacinCUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLE

    _

    _

  • Dm PuntoN Curvas A B (ke) C

    1 8210.50 8223.00 8235.502 8745.40 8757.90 8770.403 9201.86 9214.36 9226.864 9482.06 9494.56 9507.066 10279.27 10291.77 10304.278 10985.74 10998.24 11010.749 12150.88 12163.38 12175.88

  • Dm PuntoD (PC) E (FC) F G (ks) H

    8261.11 8554.56 8580.17 8592.67 8605.178789.83 9014.55 9033.98 9046.48 9058.989254.37 9288.85 9316.35 9328.85 9341.359524.56 9637.24 9654.74 9667.24 9679.74

    10330.50 10468.49 10494.72 10507.22 10519.7211032.15 11106.91 11128.31 11140.81 11153.3112236.74 12335.59 12396.45 12408.95 12421.45

  • Recta entre curvas1 22 33 44 55 66 77 88 9

    Curva entrada - salida1 22 33 44 55 66 77 88 9

  • Lr max 20*Vp 800

    VerificacionesObservacin Lr Lr max Lr min Lmax > Lr > Lmin

    Curvas distinto sentido 165.23 800 56 CUMPLE Curva disntinto sentido 167.88 800 56 CUMPLE Curvas distinto sentido 165.71 800 56 CUMPLE Curvas distinto sentido 94.21 800 56 CUMPLE

    Curvas igual sentido 446.96 800 55 CUMPLE Curvas distinto sentido 128.57 800 56 CUMPLE Curvas distinto sentido 271.49 800 56 CUMPLE Curvas distinto sentido 1022.57 800 56 NO CUMPLE

    R entrada R salida R min Salida R max Salida Verificacin121 85 80 170 CUMPLE 85 133.3603 60 140 CUMPLE

    133.3603 75 70 190 CUMPLE 75 80.854 50 125 CUMPLE

    80.854 125 55 130 CUMPLE 125 55 50 170 CUMPLE 55 95.7863 40 100 CUMPLE N.A N.A N.A N.A N.A

  • Parametros Curva CircularParametros curvas de enlaceParametro ADmParametros peralteDm puntos singulares PeralteVerificacin Lr y R