Curva 1.pdf

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R= VP= Le= b%= a= m%= e%=

progTE progEC ProgCE ProgET

47 40 34,043 2 3,5 1,5 7

16+040,78 16+074,83 16+136,05 16+170,09

PARA HALLAR ELPERALTE e% max CARRETERAS VP > 80[Km/hr]

si:

entonces:

CAMINOS VP < 80[Km/hr]

vp= R=

40 47

e=

7%

[Km/hr] [m]

LONGITUD DE TRANSICION DE PERALTE: 𝐿𝑑 =

π‘Ž βˆ— 𝑒%π‘šπ‘Žπ‘₯ π‘š% LTP=Le= 34,043

π‘š% = m%=

π‘Ž βˆ— 𝑒%π‘šπ‘Žπ‘₯ 𝐿𝑇𝑃 0,720%

CALCULO DE APLANAMIENTO: 𝑁=

𝐿𝑑 βˆ— 𝑏% 𝑒%π‘šπ‘Žπ‘₯

N=

9,727

[m]

PROGRSIVAS ENTRADA PROG A= PROG B= PROG C= PROG D=

Prog TE-N Prog TE Prog TE+N Prog EC

PROG A PROG B PROG C PROG D

16+031,05 16+040,78 16+050,51 16+074,83

SALIDA PROG E PROG F PROG G PROG H

Prog CE Prog TE-N Prog ET Prog ET+N

PROG E PROG F PROG G PROG H

16+136,05 16+160,36 16+170,09 16+179,82

PUNTO

PROGRESIVA

d[m]

A B C D E F G H

16+031,05 16+040,78 16+050,51 16+074,83 16+136,05 16+160,36 16+170,09 16+179,82

9,727 0,000 9,727 34,043 34,043 9,727 0,000 9,727

peralte izquierdo % -2,00 -2,00 -2,00 -7,00 -7,00 -2,00 -2,00 -2,00

peralte derecho% -2,00 0,00 2,00 7,00 7,00 2,00 0,00 -2,00

GRAFICA DEL PERALTE 7,00

8,00

7,00

6,00 4,00 2,00

2,00

2,00 0,00

0,00

-7,00

-8,00

-7,00

-6,00

16+200

-2,00 16+180

-2,00 -2,00

16+160 -2,00

16+140

16+120

16+100

16+080

16+060

-2,00

16+040 -2,00

-4,00

-2,00 -2,00

-2,00

16+020

0,00

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