curvas horizontales solucionarios

8/16/2019 CURVAS HORIZONTALES SOLUCIONARIOS

1/7

CURVA 01

R= 100.0000 G M S RADIANES R=

α= 59.4216 59 25 17.8658 1.0371 α=

Pi= 142.4483 Pi=

Cota 1= 3252.0000 Cota 1=

Cota 2= 3262.0000 Cota 2=

P !"#= 7.0201 P !"#=

R= 100.0000 R=

$= 57.0640 $=

%&= 99.1245 %&=

C'= 103.7103 C'=

M= 13.1462 M=

E= 15.1360 E=

P&= 85.3843 P&=

Pt= 189.0946 Pt=

(10.9054

CURVA 04

R= 300.0000 G M S RADIANES

α= 18.8657 18 51 56.5914 0.3293

Pi= 576.3260

Cota 1= 3272.0000

Cota 2= 3290.0000

P !"#= 3.1232

R= 300.0000

$= 49.8415

%&= 98.3350

C'= 98.7807

M= 4.0565

E= 4.1121

P&= 526.4845

Pt= 625.2652

205.2652


2/7

CURVA 02

80.0000 G M S RADIANES R= 12.0000

63.2792 63 16 45.1394 1.1044 α= 132.7410

281.6681 Pi= 404.1503

3262.0000 Cota 1= 3248.0000

3248.0000 Cota 2= 3272.0000

(4.9704 P !"#= 5.9384

80.0000 R= 12.0000

49.2926 $= 27.4284

83.9319 %&= 21.9878

88.3544 C'= 27.8012

11.8908 M= 7.1902

13.9668 E= 17.9386

232.3756 P&= 376.7219

320.7300 Pt= 404.5231

(19.2700 (15.4769


3/7

CURVA 03

G M S RADIANES

132 44 27.7101 2.3168


4/7

E= 49.5905878816 G M S RADIANES

α= 105.508333333 105 30 30 1.8414678

R= 76.03029038

$= 100.00000000

%&= 121.04721991C'= 140.00733194

M= 30.01401398

E= 49.59058788

T = R x Tg "α" / Lc = 2 R X Sen "α" /

Cl = 2 π R "α" /

M = F = R (1 - Cos "α" /

)

Gs = "180ºs" /(π )

E = R (( Sec "α" / )- 1 )


5/7

CURVA 01

R= 50.0000 G M S RADIANES

α= 115.0000 115 0 0 2.0071

Pi= 1000.0000

Cota 1= (

Cota 2= (

P !"#= (

R= 50.0000

$= 78.4843

%&= 84.3391

C'= 100.3564

M= 23.1350

E= 43.0579

C&= 971.6939

P&= 921.5157

Pt= 1021.8722

821.8722

T = R x Tg

"α" /

Lc = 2 R X Sen ϕ

Cl = 2 π R "α" /

M = F = R (1 - Cos "α)

Gs = "180ºs" /(π )

E = R (( Sec "α" / 1 )

=ϕ ("C *" α)/((((((((((((∗)∗∗∗∗∗∗∗∗∗∗∗

Lc = 2 R X Sen "α"


6/7

DESCR. PR)G. * DIS$. +

/

-


7/7

C , + ,C

curvas horizontales solucionarios

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