Clculo Longitud mxima y trazo de RasantePendiente = 4% Longitud Mxima o Crtica: 350m

Clculo de la Pendiente m = ------------- Frmula pendientey2 = x2 (Pendiente) x1 (Pendiente) + y1 --------- Frmula Despejada

Resultados:Tramo 0+000 a 0+300, valor pendiente: 4%, Altura de 1234.4 a 1222.4Tramo 0+400 a 0+700, valor pendiente: 4%, Altura de 1222.4 a 1210.4Tramo 0+800 a 1+100, valor pendiente: 4%, Altura de 1210.4 a 1198.4Tramo 1+200 a 1+520, valor pendiente: 4%, Altura de 1198.4 a 1186.4Clculo de curvas verticales.Curva #1

N = P + P = 4 + 0 = 4 4 EstacionesLCV = (4) (20) = 80m

PIV = 0 + 300 Elevacin PIV = 1222.4-(1/2) (LCV) = -40 (-1/2) (LCV) (P) = -0.5 (80) (0.04) = -1.6PIV 40 = 0 + 260 Cota = 1222.4 + 1.6 = 1224

PIV = 0 + 300 Elevacin PIV = 1222.4(1/2) (LCV) = 40 (-1/2) (LCV) (P) = -0.5 (80) (0) = 0PIV 40 = 0 + 340 Cota = 1222.4 d = 1224 1222.4 = 1.6; h = 1.6/2 = 0.8; K = d/N2 = 1.6/42 = 0.1Distanciann2CotasC = kn2Cota/Curva

0 + 26000122401224

0 + 280111223.20.11223.3

0 + 300241222.40.41222.8

0 + 320391221.60.91222.5

0 + 3404161220.81.61222.4

Curva #2N = P + P = 4 + 0 = 4 4 EstacionesLCV = (4) (20) = 80m

PIV = 0 + 400 Elevacin PIV = 1222.4-(1/2) (LCV) = -40 (-1/2) (LCV) (P) = -0.5 (80) (0) = 0PIV 40 = 0 + 360 Cota = 1222.4

PIV = 0 + 400 Elevacin PIV = 1222.4(1/2) (LCV) = 40 (-1/2) (LCV) (P) = -0.5 (80) (0.04) = -1.6PIV 40 = 0 + 440 Cota = 1222.4 - 1.6 = 1220.8 d = 1222.4 1220.8 = 1.6; h = 1.6/2 = 0.8; K = d/N2 = 1.6/42 = 0.1Distanciann2CotasC = kn2Cota/Curva

0 + 360001222.401222.4

0 + 380111222.40.11222.3

0 + 400241222.40.41222

0 + 420391222.40.91221.5

0 + 4404161222.41.61220.8

Curva #3

N = P + P = 4 + 0 = 4 4 EstacionesLCV = (4) (20) = 80m

PIV = 0 + 700 Elevacin PIV = 1210.4-(1/2) (LCV) = -40 (-1/2) (LCV) (P) = -0.5 (80) (0.04) = -1.6PIV 40 = 0 + 660 Cota = 1210.4 + 1.6 = 1212

PIV = 0 + 700 Elevacin PIV = 1210.4(1/2) (LCV) = 40 (-1/2) (LCV) (P) = -0.5 (80) (0) = 0PIV 40 = 0 + 740 Cota = 1210.4 d = 1224 1222.4 = 1.6; h = 1.6/2 = 0.8; K = d/N2 = 1.6/42 = 0.1Distanciann2CotasC = kn2Cota/Curva

0 + 66000121201212

0 + 680111211.20.11211.3

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0 + 720391209.60.91210.5

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Curva #4

N = P + P = 4 + 0 = 4 4 EstacionesLCV = (4) (20) = 80m

PIV = 0 + 800 Elevacin PIV = 1210.4-(1/2) (LCV) = -40 (-1/2) (LCV) (P) = -0.5 (80) (0) = 0PIV 40 = 0 + 760 Cota = 1210.4

PIV = 0 + 800 Elevacin PIV = 1210.4(1/2) (LCV) = 40 (-1/2) (LCV) (P) = -0.5 (80) (0.04) = -1.6PIV 40 = 0 + 840 Cota = 1210.4 - 1.6 = 1208.8 d = 1222.4 1220.8 = 1.6; h = 1.6/2 = 0.8; K = d/N2 = 1.6/42 = 0.1Distanciann2CotasC = kn2Cota/Curva

0 + 760001210.401210.4

0 + 780111210.40.11210.3

0 + 800241210.40.41210

0 + 820391210.40.91209.5

0 + 8404161210.41.61208.8

Curva #5N = P + P = 4 + 0 = 4 4 EstacionesLCV = (4) (20) = 80m

PIV = 1 + 100 Elevacin PIV = 1198.4-(1/2) (LCV) = -40 (-1/2) (LCV) (P) = -0.5 (80) (0.04) = -1.6PIV 40 = 1 + 060 Cota = 1198.4 + 1.6 = 1200

PIV = 1 + 100 Elevacin PIV = 1198.4(1/2) (LCV) = 40 (-1/2) (LCV) (P) = -0.5 (80) (0) = 0PIV 40 = 1 + 140 Cota = 1198.4 d = 1224 1222.4 = 1.6; h = 1.6/2 = 0.8; K = d/N2 = 1.6/42 = 0.1Distanciann2CotasC = kn2Cota/Curva

1 + 06000120001200

1 + 080111199.20.11199.3

1 + 100241198.40.41198.8

1 + 120391197.60.91198.5

1 + 1404161196.81.61198.4

Curva # 6 N = P + P = 4 + 0 = 4 4 EstacionesLCV = (4) (20) = 80m

PIV = 1 + 200 Elevacin PIV = 1198.4-(1/2) (LCV) = -40 (-1/2) (LCV) (P) = -0.5 (80) (0) = 0PIV 40 = 1 + 160 Cota = 1198.4

PIV = 1 + 200 Elevacin PIV = 1198.4(1/2) (LCV) = 40 (-1/2) (LCV) (P) = -0.5 (80) (0.04) = -1.6PIV 40 = 1 + 240 Cota = 1198.4 - 1.6 = 1196.8 d = 1222.4 1220.8 = 1.6; h = 1.6/2 = 0.8; K = d/N2 = 1.6/42 = 0.1Distanciann2CotasC = kn2Cota/Curva

1 + 160001198.401198.4

1 + 180111198.40.11198.3

1 + 200241198.40.41198

1 + 220391198.40.91197.5

1 + 2404161198.41.61196.8