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Curvas Simples Curvas Simples Pontos Singulares Estaca Curva Raio (m) AC (graus) AC (rad) D (m) T (m) V (km/h) V (m/s) T (s) PC2 5619.4920357822 280.9746017891 19.4920357822 280 + 19,5m Curva 2 2300 17 0.2965555556 682.0777777778 343.7 110 30.5555555556 22.3225454545 PT2 6301.56981356 315.078490678 1.56981356 315 + 1,57m Curva 3 2300 19 0.3314444444 762.3222222222 384.9 110 30.5555555556 24.9487272727 PC3 7072.96981356 353.648490678 12.96981356 353 + 12,97m Curva 4 2300 27 0.471 1083.3 552.2 110 30.5555555556 35.4534545455 PT3 7835.2920357822 391.7646017891 15.2920357822 391 + 15,3m PC4 8364.7920357822 418.2396017891 4.7920357822 418 + 4,8m PT4 9448.0920357822 472.4046017891 8.0920357822 472 + 8,1m Curvas Curva Tangente Comprimento (m) Raio mínimo para curva horizontal(m) Yan: Yan: para classe 2- plano AC (graus) AC (rad) Tmáx (m) Yan: Yan: tangente de comprimento menor dividido por 2 Rmáx (m) PF 10820.8 1 1 3000 375 53 0.9250266667 1500 3008.5345623885 2 3000 2 2 3000 375 17 0.2967066667 750 5000 3 1500 3 3 1500 375 19 0.3316133333 733.3 4382.0280084388 4 1466.6 4 4 1466.6 375 27 0.47124 733.3 3054.4143214073 5 1925 Total 10891.6 Curva de transição CÁLCULO DE CURVAS DE TRANSIÇÃO Curva Vp (km/h) Yan: Yan: Velocidade de projeto Rc (m) Yan: Yan: Raio de curvatura e(%) Yan: Yan: Elevação Lf (m) AC (graus) AC (rad) Lsmín (m) Yan: Yan: Critério dinâmico Lsmín (m) Yan: Yan: Critério de tempo Lsmín (m) Yan: Yan: Critério estético c (m/s³) Lsmín (m) Yan: Yan: Critério do conforto Lmáx (m) Yan: Yan: Critério do tempo de percurso Lmáx (m) Yan: Yan: Critério do ângulo central da clotóide Lmáx(m) Yan: Yan: Critério da aparência Ldesej (m) Ladot (m) 1 110 500 8 3.6 53 0.9245555556 95.832 61.1111111111 67.9245283019 0.51 64.8582291298 500 242 462.2777777778 191.664 100 Curva 1 Cálculo dos Elementos da Espiral V (km/h) 110 Ls (min) Ls (max) Comprimento de Transição Elementos Adicionais Vp (km/h) 110 Critério Calculado Adotado Critério Calculado Adotado θs (rad) 0.1 K (m) 49.9833379729 Rc (m) 500 Dinâm 95.832 100 T.percurso 500 500 θs (graus) 5.7324840764 P (m) 0.83303502 e (%) 8 Tempo 61.1111111111 70 AC 242 250 Xs 99.9000462963 TT (m) 299.5428709978 Lf ( m) 3.6 Estético 67.9245283019 70 Aparência 462.2777777778 470 Ys 3.330952381 E (m) 59.5656257231 AC (graus) 53 Conforto 64.8582291298 70 Ls desej 191.664 200 AC (rad) 0.9245555556 Ls mín abs. 100 Ls máx abs. 250 C 0.51 Ls adotado 100 Trecho circular Pontos Singulares Curva Tangente Comp. Tangentes (m) θc (graus) Victor: Victor: Ângulo Central 41.5350318471 TS 2700.4571290022 135.0228564501 135+0,46 θc (rad) Victor: Victor: Ângulo Central 0.7245555556 SC 2800.4571290022 140.0228564501 140+0,46 1 1 3000 Lc (m) Victor: Victor: Comprimento trecho circular 362.2777777778 CS 3162.73490678 158.136745339 158+2,74 2 3000 D (m) Victor: Victor: Desenvolvimento total da concordância 562.2777777778 ST 3262.73490678 163.136745339 163+2,74 2 2 3000 T (s) 18.4018181818 3 1500 3 3 1500 4 1466.6 4 4 1466.6 5 1925 Perfil Longitudinal Curvas Verticais Vp = 110 V M (K)Tabela Rv=100*K Lv = Rv*g Curvas Tipo i1 i1(%) i2 g g(%) Lv (adotado) Lv(desej) Lv(min) Lv(min2) Lv(min3) F L0 Y0 M (y) M(x) K Rv Lv calc 1 Convexa 0.0078 0.78 -0.0181 0.0259 2.59 243 242.96235 66 76.0655339806 129.6919060958 -7.867125 73.1814671815 0.285407722 1.609875 121.5 107 10700 277.13 2 Côncava -0.0181 -1.81 0.0081 -0.0262 -2.62 246 245.77659 66 76.9466019417 131.1941289463 8.0565 169.9465648855 -1.5380164122 -14.2065 123 52 5200 136.24 3 Convexa 0.0081 0.81 -0.0056 0.0137 1.37 129 128.51676 66 40.2354368932 68.6015101742 -2.209125 76.2700729927 0.3088937956 3.015375 64.5 107 10700 146.59 4 Côncava -0.0056 -0.56 0.0058 -0.0114 -1.14 107 106.94096 66 33.4805825243 57.0844683201 1.52475 52.5614035088 -0.1471719298 -1.47125 53.5 52 5200 59.28 5 Convexa 0.0058 0.58 -0.0055 0.0113 1.13 106 106.00288 66 33.1868932039 56.58372737 -1.49725 54.407079646 0.157780531 1.57675 53 107 10700 120.91 6 Côncava -0.0055 -0.55 0.0054 -0.0109 -1.09 102 102.25056 66 32.0121359223 54.5807635693 1.38975 51.4678899083 -0.1415366972 -1.41525 51 52 5200 56.68 7 Convexa 0.0054 0.54 -0.012 0.0174 1.74 163 163.22567 66 51.1019417476 87.1289253307 -3.54525 50.5862068966 0.1365827586 0.85575 81.5 107 10700 186.18 8 Côncava -0.012 -1.2 0.0079 -0.0199 -1.99 187 186.67764 66 58.4441747573 99.6474490852 4.651625 112.7638190955 -0.6765829146 -6.568375 93.5 52 5200 103.48 9 Convexa 0.0079 0.79 -0.0051 0.013 1.3 122 121.95021 66 38.1796116505 65.096323523 -1.9825 74.1384615385 0.2928469231 2.8365 61 107 10700 139.1 10 Côncava -0.0051 -0.51 0.013 -0.0181 -1.81 170 169.79222 66 53.1577669903 90.634111982 3.84625 47.9005524862 -0.1221464088 -0.48875 85 52 5200 94.12 11 Convexa 0.013 1.3 -0.015 0.028 2.8 263 262.66200 66 82.2330097087 140.2074660495 -9.205 122.1071428571 0.7936964286 7.89 131.5 107 10700 299.6 12 Côncava -0.015 -1.5 0.01 -0.025 -2.5 235 234.51964 66 73.4223300971 125.1852375442 7.34375 141 -1.0575 -10.28125 117.5 52 5200 130 Projeção horizontal Dp Distância mínima de parada 110m Estaca Cota Pontos Singulares Curva PCV PIV PTV Curva PCV PIV PTV Curva PCV PIV PTV h1 1.1 1 0 121.5 243 1 113.1523 114.1 111.95 1 397.2 518.7 640 h2 0.15 1 0 123 246 2 111.9263 109.7 110.695395173 2 644 767 890 1 0 64.5 129 3 113.97755 114.5 114.1401530597 3 1287 1351.5 1416 Tabela (Livro) 1 0 53.5 107 4 103.2996 103 103.310128776 4 3385 3438.5 3492 Df 1 0 53 106 5 111.1926 111.5 111.2084920837 5 4927 4980 5033 Tipo Desejavel Mínimo Rv(desej) 1 0 51 102 6 105.1805 104.9 105.1760765238 6 6129 6180 6231 Convexa 245 179 14970 1 0 81.5 163 7 108.6599 109.1 108.1206459705 7 6848.5 6930 7012 Côncavas 245 179 6160 1 0 93.5 187 8 106.022 104.9 105.6373766617 8 7186.5 7280 7374 1 0 61 122 9 108.3181 108.8 108.4890269533 9 7719 7780 7841 1 0 85 170 10 103.5335 103.1 104.2036494403 10 8890.7 8975.7 9061 1 0 131.5 263 11 110.2905 112 110.0300349982 11 9548.5 9680 9812 1 0 117.5 235 12 105.2625 103.5 104.6725982153 12 10112.5 10230 10348 Curva PCV Estaca Curva PTV Estaca 1 19.86 19 17.2 19+17,2m 1 32.01 32 0.2 32 + 0,2m 2 32.2 32 4 32 + 4m 2 44.5 44 10 44+10m 3 64.35 64 7 64 + 7m 3 70.8 70 16 70+16m 4 169.25 169 5 169 + 5m 4 174.6 174 12 174+12m 5 246.35 246 7 246 + 7m 5 251.65 251 13 254 +13m 6 306.45 306 9 306 +9m 6 311.55 311 11 311+11m 7 342.425 342 8.5 342 + 8,5m 7 350.575 350 11.5 350+11,5m 8 359.325 359 6.5 359 +6,5m 8 368.675 368 13.5 368 +13,5m 9 385.95 385 19 385 + 19m 9 392.05 392 1 392+1m 10 444.535 444 10.7 444+10,7m 10 453.035 453 0.7 453+0,7m 11 477.425 477 8.5 477 + 8,5m 11 490.575 490 11.5 490+11,5m 12 505.625 505 12.5 505+12,5m 12 517.375 517 7.5 517+7,5m
