diseño de curvas

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CALCULO DE POLIG UNIVERSIDAD CATOLICA LOS ANGELES DE CHIMBOTE ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA CIVIL CURSO DE CAMINOS DOCENTE :ING. ALUMNO: CARRETERA: TERCERA CLASE PTOS: A Y B LUGAR: N° LADOS POLIGONAL: 13 DATOS: ESTE NORTE COORDENADA INICIAL: 778930.951 9038654.980 ERROR EJE ESTE: COORDENADA DE CONTROL 780193.034 9038480.545 ERROR EJE NORTE: GRAD MIN SEG ERROR ABSOLUTO: AZIMUT INICIAL 30 28 52 ERROR RELATIVO: COORDENADA FINAL CALC. 780193.885 9038033.000 LONG. POLIGONAL: LADO LONGITUD ANGULO DE DEFLEXION I PROYECCIONES POLIGONAL LADOS GRAD MIN SEG SENT ESTE NORTE POLIGONAL KM-00 PI - 1 187.678 94 49 45 D 95.200 161.740 PI - 1 PI - 2 174.276 46 31 20 D 142.215 -100.732 PI - 2 PI - 3 152.334 23 35 22 I 21.642 -150.789 PI - 3 PI - 4 266.156 22 38 9 I 140.083 -226.309 PI - 4 PI - 5 527.500 71 26 40 I 428.873 -307.122 PI - 5 PI - 6 75.311 93 25 48 I 61.053 44.094 PI - 6 PI - 7 511.489 84 2 8 D -323.743 395.994 PI - 7 PI - 8 53.156 75 4 48 D 37.434 37.739 PI - 8 PI - 9 225.832 10 50 50 D 195.875 -112.397 PI - 9 PI - 10 441.370 45 24 24 I 77.796 -434.460 PI - 10 PI - 11 50.000 63 38 56 I 28.070 -41.378 PI - 11 PI - 12 215.003 21 45 10 I 213.013 29.183 PI - 12 FINAL 167.172 145.422 82.456 FINAL RESULTADOS :

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Page 1: Diseño de Curvas

CALCULO DE POLIGONALUNIVERSIDAD CATOLICA LOS ANGELES DE CHIMBOTE

ESCUELA ACADEMICO PROFESIONAL DE INGENIERIA CIVILCURSO DE CAMINOSDOCENTE :ING. ALUMNO:

CARRETERA: TERCERA CLASE PTOS: A Y B

LUGAR:

N° LADOS POLIGONAL: 13

DATOS: ESTE NORTE

COORDENADA INICIAL: 778930.951 9038654.980 ERROR EJE ESTE:

COORDENADA DE CONTROL 780193.034 9038480.545 ERROR EJE NORTE:

GRAD MIN SEG ERROR ABSOLUTO:

AZIMUT INICIAL 30 28 52 ERROR RELATIVO:

COORDENADA FINAL CALC. 780193.885 9038033.000 LONG. POLIGONAL:

LADO LONGITUD ANGULO DE DEFLEXION I PROYECCIONES COORDENADAS

POLIGONAL LADOS GRAD MIN SEG SENT ESTE NORTE ESTE

POLIGONAL

KM-00 PI - 1 187.678 94 49 45 D 95.200 161.740 778930.951

PI - 1 PI - 2 174.276 46 31 20 D 142.215 -100.732 779026.151

PI - 2 PI - 3 152.334 23 35 22 I 21.642 -150.789 779168.367

PI - 3 PI - 4 266.156 22 38 9 I 140.083 -226.309 779190.009

PI - 4 PI - 5 527.500 71 26 40 I 428.873 -307.122 779330.092

PI - 5 PI - 6 75.311 93 25 48 I 61.053 44.094 779758.965

PI - 6 PI - 7 511.489 84 2 8 D -323.743 395.994 779820.018

PI - 7 PI - 8 53.156 75 4 48 D 37.434 37.739 779496.275

PI - 8 PI - 9 225.832 10 50 50 D 195.875 -112.397 779533.709

PI - 9 PI - 10 441.370 45 24 24 I 77.796 -434.460 779729.585

PI - 10 PI - 11 50.000 63 38 56 I 28.070 -41.378 779807.381

PI - 11 PI - 12 215.003 21 45 10 I 213.013 29.183 779835.450

PI - 12 FINAL 167.172 145.422 82.456 780048.463

FINAL 780193.885

RESULTADOS:

Page 2: Diseño de Curvas
Page 3: Diseño de Curvas

3047.277 COORDENADAS

FINAL CALCULADA

ESTE

780193.885

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Page 6: Diseño de Curvas

AZIMUT INICIAL GRAD

CORREGIDO 25

CORRECCION 25.9179156

CORRECCION 64.0820844

0.851

-447.545

447.546

1/6

3047.277

COORDENADAS CORRECCIONES COORDENADAS LONGITUD ANGULO DE DEFLEXION I AZIMUT

NORTE METODO TEODOLITO CORREGIDAS LADOS CORR CORREGIDOS CORREGIDOS

ESTE NORTE ESTE NORTE POLIGONAL GRAD MIN SEG GRAD

9038654.980 0.000 0.000 778930.951 9038654.980 217.711 93 18 7 25

9038816.720 -0.042 34.074 779026.109 9038850.794 162.878 50 28 44 119

9038715.988 -0.106 55.295 779168.261 9038771.283 120.972 27 47 23 169

9038565.200 -0.115 87.062 779189.893 9038652.261 226.970 22 25 15 141

9038338.890 -0.178 134.738 779329.914 9038473.628 492.480 70 39 59 119

9038031.768 -0.369 199.439 779758.596 9038231.207 81.080 82 51 51 48

9038075.862 -0.396 208.729 779819.622 9038284.590 578.571 73 21 31 325

9038471.856 -0.540 292.153 779495.735 9038764.009 59.056 75 3 39 39

9038509.595 -0.557 300.103 779533.152 9038809.698 214.951 52 50 50 114

9038397.198 -0.644 323.782 779728.940 9038720.980 351.638 27 53 17 167

9037962.739 -0.679 415.309 779806.702 9038378.048 43.057 58 45 27 139

9037921.361 -0.691 424.026 779834.759 9038345.387 215.830 25 3 30.89 80

9037950.544 -0.786 430.174 780047.677 9038380.718 176.335 55

9038033.000 -0.851 447.545 780193.034 9038480.545

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Page 8: Diseño de Curvas

COORDENADAS CORRECCION

FINAL CALCULADA FINAL CALCULADA

NORTE ESTE NORTE

9038033.000 -0.851 447.545

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Page 11: Diseño de Curvas

MIN SEG

55 4

AZIMUT AZIMUT

CORREGIDOS DECIMAL

MIN SEG pl

55 4 25.91791557 778930.951,9038654.98 95.158 195.814

13 12 119.21987895 779026.10889594,9038850.79410287 142.152 -79.511

41 56 169.69878969 779168.260867405,9038771.28331366 21.633 -119.022

54 33 141.90906884 779189.893460187,9038652.26113622 140.020 -178.633

29 18 119.48829725 779329.91375668,9038473.62841065 428.682 -242.421

49 19 48.82190065 779758.595753765,9038231.20737936 61.026 53.383

57 28 325.95769772 779820.017744042,9038075.86175817 -323.887 479.418

18 58 39.31619214 779496.274905923,9038471.85616708 37.418 45.689

22 37 114.37689872 779533.709383282,9038509.59500968 195.788 -88.718

13 26 167.22398342 779729.584514953,9038397.19827922 77.761 -342.932

20 9 139.33581150 779807.380525178,9037962.73854842 28.057 -32.661

34 42 80.57839768 779835.45004556,9037921.36099381 212.918 35.331

31 11 55.51981814 780048.463299858,9037950.54392551 145.357 99.827

780193.885017255,9038032.99998467

,

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Page 13: Diseño de Curvas
Page 14: Diseño de Curvas

OBSERVACION

Nº curva longitud angulo de deflexion sentido radio

c1 165.118 58 33 4 1.022 D 25.000c2 113.061 103 8 28 1.800 I 28.078c3 54.583 68 43 1 1.199 I 28.078c4 153.922 62 43 8 1.095 D 25.000c5 266.506 39 24 43 0.688 D 25.000c6 200.202 70 19 29 1.227 I 27.988c7 50.983 96 20 8 1.681 I 27.988c8 351.721 28 25 58 0.496 D 25.000c9 172.679 21 24 9 0.374 D 25.000

c10 234.706 86 11 6 1.504 D 31.308c11 52.252 72 30 51 1.266 D 31.308c12 283.024 52 32 15 0.917 I 25.000c13 252.392 8 6 55 0.142 D 25.000c14 336.602 17 44 38 0.310 D 25.000c15 147.538 51 52 57 0.906 I 36.662c16 50.823 83 57 42 1.465 I 36.662c17 112.055 88 51 44 1.551 D 26.564c18 50.984 86 23 40 1.508 D 26.564

202.215

PI 1 PI 2

progresivalong. De cuerda

progresivaangulo cuerda

160 8.897 0.356 8.850 10.14186063 250 9.692170 18.897 0.756 18.451 21.14286815 260 19.692

176.65 25.547 1.022 24.450 28.01781198 270 29.692280 39.692290 49.692

174.08915469 290.853 50.545180 1.28972222

PI 5 PI 6

progresivalong. De cuerda

progresivaangulo cuerda

720 6.300 0.252 6.284 7.200567535 910 7.572730 16.300 0.652 16.013 18.34970194 920 17.572

730.896 17.197 0.688 16.860 19.319758168 930 27.572936.781 34.352

angulo en radianes

long. De curva/p

long. De curva/p

long. De curva/p

long. De curva/p

Page 15: Diseño de Curvas

PI 9 PI 10

progresivalong. De cuerda

progresivaangulo cuerda

1480 8.014 0.321 7.980 9.144327599 1690 7.9841481.324 9.339 0.374 9.284 10.639141722 1700 17.984

1710 27.9841720 37.984

1729.110 47.094

PI13 PI14

progresivalong. De cuerda

progresivaangulo cuerda

2280 2.339 0.094 2.338 2.6794308498 26202281.202 3.541 0.142 3.538 4.0542479906

PI17 PI18

progresivalong. De cuerda

progresivaangulo cuerda

2890 4.381 0.165 4.376 4.719400734 2930 3.1822900 14.381 0.541 14.206 15.320527678 2940 13.1822910 24.381 0.918 23.534 25.380471542 2950 23.1822920 34.381 1.294 32.031 34.543874371 2960 33.182

2926.818 41.199 1.551 37.192 40.10997862 2966.873 40.055

long. De curva/p

long. De curva/p

long. De curva/p

long. De curva/p

long. De curva/p

long. De curva/p

Page 16: Diseño de Curvas

T long. De curva flechalongitudes

PC PI PT0

14.015 24.451 25.548 3.193 3.661 151.103 165.118 176.65035.388 43.991 50.545 10.626 17.096 240.308 275.696 290.85319.196 31.693 33.675 4.899 5.934 290.852 310.047 324.52715.236 26.020 27.366 3.652 4.277 444.017 459.253 471.3848.954 16.860 17.197 1.464 1.555 713.700 722.654 730.896

19.716 32.236 34.352 5.107 6.247 902.428 922.144 936.78131.267 41.708 47.058 9.321 13.976 936.780 968.048 983.8396.334 12.279 12.406 0.766 0.790 1297.959 1304.292 1310.3654.724 9.284 9.339 0.435 0.442 1471.986 1476.710 1481.324

29.290 42.778 47.094 8.445 11.565 1682.016 1711.306 1729.11022.962 37.032 39.624 6.062 7.518 1729.110 1752.072 1768.73412.339 22.129 22.924 2.582 2.879 2016.457 2028.796 2039.3811.773 3.538 3.541 0.063 0.063 2277.661 2279.434 2281.2023.902 7.711 7.742 0.299 0.303 2612.128 2616.030 2619.870

17.835 32.076 33.198 3.694 4.108 2745.671 2763.506 2778.86932.988 49.045 53.725 9.409 12.657 2778.869 2811.858 2832.59426.042 37.192 41.199 7.595 10.636 2885.619 2911.661 2926.81824.943 36.367 40.055 7.199 9.875 2926.818 2951.760 2966.873

3144.145

PI 2 PI 3long. De cuerda

progresiva long. De curva/plong. De cuerda

angulo arco angulo arco0.345 9.644 9.83984750722 300 9.148 0.326 9.108 9.292708360.701 19.291 19.6825838644 310 19.148 0.682 18.779 19.16050921.057 28.328 28.902816685 320 29.148 1.038 27.857 28.42231831.414 36.469 37.2089365149 324.527 33.675 1.199 31.693 32.33595121.770 43.456 44.33824466551.800 43.991 44.884032257

PI 6 PI 7long. De cuerda

progresiva long. De curva/plong. De cuerda

angulo cuerda angulo cuerda0.271 7.549 7.72662046055 940 3.220 0.115 3.218 3.293697920.628 17.285 17.6920631818 950 13.220 0.472 13.097 13.40585820.985 26.470 27.0943619743 960 23.220 0.830 22.559 23.09130581.227 32.236 32.9963753413 970 33.220 1.187 31.304 32.0417499

long. De cuerda

distancia externa

Page 17: Diseño de Curvas

980 43.220 1.544 39.052 39.972295983.839 47.058 1.681 41.708 42.6911446

PI 10 PI 11long. De cuerda

progresiva long. De curva/plong. De cuerda

angulo cuerda angulo cuerda0.255 7.962 7.28565906431 1730 0.890 0.028 0.890 0.814047550.574 17.738 16.2304758157 1740 10.890 0.348 10.835 9.9142630.894 27.062 24.762209542 1750 20.890 0.667 20.504 18.76214981.213 35.697 32.6637184654 1760 30.890 0.987 29.652 27.13251981.504 42.778 39.1432269314 1768.734 39.624 1.266 37.032 33.8852593

PI14 PI15long. De cuerda

progresiva long. De curva/plong. De cuerda

angulo cuerda angulo cuerda2750 4.329 0.118 4.326 3.380585442760 14.329 0.391 14.238 11.12547852770 24.329 0.664 23.885 18.6637608

2778.869 33.198 0.906 32.076 25.0639992

PI18long. De cuerda

angulo cuerda0.120 3.181 3.43003992050.496 13.048 14.07114192790.873 22.454 24.21519422021.249 31.067 33.50386779111.508 36.367 39.2196350887

Page 18: Diseño de Curvas

verdaderos radios30.00030.000

1 30.0002 30.0003 43.7144 41.3225 31.7066 32.0007 30.0008 52.5079 45.171

10 30.0001112131415161718

PI 4

progresiva long. De curva/plong. De cuerda 64.0086111

angulo arco450 5.983 0.239 5.968 6.8392026 57.1694085460 15.983 0.639 15.712 18.004403 46.0042081470 25.983 1.039 24.829 28.4518247 35.5567864471.384 27.366 1.095 26.020 29.8170293 34.1915818

PI 8

progresiva long. De curva/plong. De cuerda

angulo cuerda1300 2.041 0.082 2.041 2.338618161310 12.041 0.482 11.925 13.6654298

1310.365 12.406 0.496 12.279 14.0709655

long. De cuerda

Page 19: Diseño de Curvas

PI 12

progresiva long. De curva/plong. De cuerda

angulo cuerda2020 3.543 0.142 3.540 4.056186242030 13.543 0.542 13.378 15.3296867

2039.381 22.924 0.917 22.129 25.3580903

PI16

progresiva long. De curva/plong. De cuerda

angulo cuerda2780 1.131 0.031 1.131 0.883550472790 11.131 0.304 11.088 8.66427462800 21.131 0.576 20.839 16.28409482810 31.131 0.849 30.204 23.60150362820 41.131 1.122 39.007 30.48060982830 51.131 1.395 47.087 36.7936617

2832.594 53.725 1.465 49.045 38.3241139