7/26/2019 Replanteo de Curvas Verticales

1/1

2

Curva Vert ical Simtrica

L = REPLANTEO

Estaca Progresiva

Cota

S/C

Cota

S/Rcadenamiento = 1+160 2836.8 2836.8

cuac n : 1+170 2837.2 2837.3A = 1+180 2837.6 2837.7

B = 1+190 2838.0 2838.2

C = 1+200 2838.3 2838.6a cuar : 1+210 2838.5 2839.1

Progresiva 1+220 2838.7 2839.5

Cota 1+230 2838.9 2840.0

1+240 2839.0 2840.4

1+250 2839.1 2840.2

1+260 2839.1 2839.9

1+270 2839.1 2839.7

1+280 2839.1 2839.4

1+290 2839.0 2839.2

1+300 2838.8 2838.9

1+310 2838.6 2838.7

1+320 2838.4 2838.4

160.000 m

1+160.000

2836.8

y = -0.000218x^2 + 0.045x + 2836.8

1+320.000

x0

10

20

30

40

2838.4

2836.8

-2.19E-04

0.045

10 m

130

140

150

160

50

60

70

80

100

110

120

90

2836.0

2837.0

2838.0

2839.0

2840.0

2841.0

1+140

1+160

1+180

1+200

1+220

1+240

1+260

1+280

1+300

1+320

1+340

Longitud de Curva Vertical

Curva en Cima

Curva en Columpio