Curva Circular Simple Nro 1

CURVA CIRCULAR SIMPLE Nro 1

Radio mínimo: Rmin = (0.007865*(v^2/emax+fmax))
Rmin = (0.007865*(60^2/(8%+0.056)
Rmin = 120m

AzEntrada = 202° AzSalida = 132°  Δ = 70°
Tangente = R* tan(Δ/2) T= 120m*tan(35°) T= 84m
Cuerda Principal = 2R*sen(Δ/2) C = 2(120m)*sen(35°) C = 137.65m
Externa = R * (sec(Δ/2)-1) E = 26.49m
Flecha = R * (1-cos(Δ/2)) F = 120m *(1-cos(35°)) F = 21.70 m
G10 = 572.96/ R G10 = 4°46´28.8´´
Longitud de la Curva: L = (Δ/G10) * 10 L = 146.67 m
Datos para el cálculo de la cartera de la curva
L = 140.67 m G10 =4°46´28.8´´ Δ = 70° c = 10m
AbsPC = K0+806m R = 120 m
Ángulo Central (d): G1020= 0°14´19.44´´

CARTERA DE CAMPO CURVA CIRCULAR SIMPLE Nro 1 |
Punto | Abscisa | Angulo Central |Deflexion |
PC | k0+806 | 0°0´00´´ | 0°0´00´´ |
P1 | k0+810 | 0°14´19.44´´ | 0°57´17.76´´ |
P2 | K0+820 | 4°46´28.8´´ | 3°20´32´´ |
P3 | k0+830 | 4°46´28.8´´ | 5°43´46.56´´ |
P4 | k0+840 |4°46´28.8´´ | 8°7´0.96´´ |
P5 | k0+850 | 4°46´28.8´´ | 10°30´15.36´´ |
P6 | k0+860 | 4°46´28.8´´ | 12°53´29.76´´ |
P7 | k0+870 | 4°46´28.8´´ | 15°16´44.16´´ |
P8 | k0+880 | 4°46´28.8´´ |17°39´58.56´´ |
P9 | k0+890 | 4°46´28.8´´ | 20°3´12.96 |
P10 | k0+900 | 4°46´28.8´´ | 22°26´27.36´´ |
P11 | k0+910 | 4°46´28.8´´ | 24°49´41.76´´ |
P12 | k0+920 | 4°46´28.8´´ | 27°12´56.16´´ |
P13 |k0+930 | 4°46´28.8´´ | 29°36+10.56 |
P14 | k0+940 | 4°46´28.8´´ | 31°59´24.96´´ |
P15 | k0+950 | 4°46´28.8´´ | 34°22´39.36´´ |
PT | k0+952.67 | 0°14´19.44´´ | 35°0´54.06´´ |

CURVA CIRCULARSIMPLE Nro 2
Radio mínimo: Rmin = (0.007865*(v^2/emax+fmax))
Rmin = (0.007865*(60^2/(8%+0.056)
Rmin = 120m

AzEntrada = 220° AzSalida = 119°  Δ = 101°
Tangente = R* tan (Δ/2) T=120m*tan(50°30´0´´) T= 145.57 m
Cuerda Principal = 2R*sen(Δ/2) C = 2(120m)*sen(50°30´0´´) C = 185.18 m
Externa = R * (sec(Δ/2)-1) E = 68.65m
Flecha = R * (1-cos(Δ/2)) F = 120m *...