Elementos de Curva Simple
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Transcript of Elementos de Curva Simple
ELEMENTOS DE CURVA SIMPLETramo Loriginal Longitud(ESCALA)
ÁNGULO DE DEFLEXIÓN
Grados Mi S(Delta decimal)
A 0 0 0 0### 01 3.1 620 21 0### 212 3.25 650 42 0### 423 3.1 620 20.5 0### 20.54 3.2 640 54 0### 545 3.4 680 62 0### 626 3.3 660 58 0### 587 3.85 770 48 0### 488 3.3 660 7 0### 79 4.25 850 31.5 0### 31.5
10 3.6 720 23 0### 2311 3.85 770 32 0### 3212 2.1 420 30 0### 3013 7.4 1480 17 0### 1714 2.1 420 27.5 0### 27.515 7.9 1580 13.5 0### 13.516 0 0### 0
40 0.9 10841 4.4 528
42 2.4 28843 1.8 21644 2.9 34845 2.9 34846 4.4 52847 4.5 54048 1.3 15649 1.9 22850 2.9 34851 2.3 27652 2.5 30053 2.2 26454 2 24055 2.5 30056 1.5 18057 1 12058 2.4 28859 1.4 16860 5 60061 3.1 37262 1.3 15663 2.3 27664 1.5 18065 1.2 14466 4.9 58867 1.4 16868 1.7 20469 1.4 16870 2 24071 2.4 28872 3 36073 0.7 84 43 0### 4374 1.7 204 11 0### 1175 2 240 39 0### 3976 3.3 396 130 0### 13077 3.1 372 47 0### 4778 1.5 180 30 0### 3079 1.4 168 70 0### 7080 3.8 456 46 0### 4681 1.8 216 46 0### 4682 1.4 168 43 0### 4383 2 240 33 0### 3384 1 120 30 0### 3085 1.9 228 103 0### 10386 1.7 204 12 0### 1287 1.9 228 27 0### 2788 3.5 420 46 0### 4689 2.8 336 106 0### 106
90 0.3 36 29 0### 2991 3 360 24 0### 2492 1.9 228 34 0### 3493 0.7 84 38 0### 3894 2 240 57 0### 5795 1.5 180 37 0### 3796 0.7 84 12 0### 1297 3.1 372 35 0### 3598 1.5 180 65 0### 6599 3 360 39 0### 39
100 2 240 26 0### 26B 5.2 624 0### 0
000000000000000000000000000000000000
0000000000
CONTROL DE DISEÑOVe###Lm##Lm#Lm##Pm0fm#Ra###
STRAN D
ELEMENTOS DE CURVA SIMPLERadio T metros L L.c. M E
500 92.67 182.24 183.26 8.37 8.52250 95.97 179.18 183.26 16.60 17.79510 92.22 181.50 182.47 8.14 8.27590 300.62 535.71 556.06 64.31 72.17480 288.41 494.44 519.41 68.56 79.98510 282.70 494.51 516.27 63.94 73.11495 220.39 402.67 414.69 42.79 46.84550 33.64 67.15 67.20 1.03 1.03500 141.01 271.44 274.89 18.77 19.50400 81.38 159.49 160.57 8.03 8.19430 123.30 237.05 240.16 16.66 17.33435 116.56 225.17 227.77 14.82 15.35515 76.97 152.24 152.80 5.66 5.72500 122.35 237.69 239.98 14.33 14.75550 65.10 129.29 129.59 3.81 3.84
0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!
#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!
0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00
0.000.000.000.000.000.000.000.000.000.00
Longitud total del trazo original =
72-11.240637
6030
ELEMENTOS DE CURVA SIMPLEθ φ C X Y
20.88 10.44 181.23 178.23 32.8441.07 20.53 175.37 164.23 61.5120.39 10.20 180.55 177.70 31.9652.02 26.01 517.50 465.08 226.9559.02 29.51 472.87 411.52 232.9255.56 27.78 475.36 420.58 221.5446.61 23.30 391.66 359.71 154.95
7.00 3.50 67.11 66.99 4.0931.10 15.55 268.12 258.30 71.8922.85 11.42 158.44 155.30 31.3831.59 15.79 234.06 225.22 63.7029.66 14.83 222.67 215.25 56.9916.94 8.47 151.69 150.04 22.3427.24 13.62 235.45 228.83 55.4413.47 6.73 128.99 128.10 15.13
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Longitud total del trazo original =
ELEMENTOS DE CURVA SIMPLEP.C. P.I. P.T.
0+000
0+527 0+620 0+7111+174 1+270 1+3571+798 1+890 1+9802+229 2+530 2+7852+922 3+210 3+4413+587 3+870 4+1044+420 4+640 4+8345+266 5+300 5+3346+009 6+150 6+2846+789 6+870 6+9497+517 7+640 7+7577+943 8+060 8+1719+463 9+540 9+6169+838 9+960 10+078
11+475 11+540 11+60411+540 11+540 11+540
#REF! #REF! #REF!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!
#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!
#VALUE!
grados minutos segundos119 36 41 119.6113888889