30

Click here to load reader

Estudio de Cargas Linea Samaniego

Embed Size (px)

Citation preview

Page 1: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

PERFIL LINEA ALTO PACUAL AL SANDE

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrás

1 -12 15 RH-114 47.05 0.00 141.16 1,822.16 607.06 605.24

2 -51 59 RH-231 332 336.13 102.10 138.92 27.89 333.10 1,010.93 620.97 605.88

4 -30 PH-210 150 150.50 45.71 48.15 69.02 117.17 138.82 607.15 609.16

5 0 PH-202 154 154.18 46.83 6.01 54.46 48.45 181.08 605.27 607.68

6 0 PH-202 243 243.27 73.89 119.36 -12.03 131.39 233.67 616.89 605.36

6 b 0 PH-202 267 269.59 81.89 45.68 129.96 84.28 345.18 606.96 619.03

7 25 40 RH-231 484.5 488.03 148.24 292.98 -3.42 289.56 356.83 672.42 605.25

7 a RE-300 57.5 63.45 19.27 275.64 316.97 41.33 810.47 665.05 683.21

9 -22 20 RE-300 1663 1,715.39 521.04 -151.84 217.26 369.10 1,104.15 623.99 643.05

9 f RE-300 655 670.88 203.78 80.58 33.91 46.68 342.35 610.58 606.19

10 SH-225 80 80.52 24.46 58.58 115.47 56.89 213.69 608.06 616.15

10 c PH-202 386 388.49 118.00 66.27 9.29 56.98 309.35 608.85 605.31

11 -3 30 PH-202 290 290.48 88.23 -13.12 180.74 193.86 172.60 605.38 631.65

12 RE-300 85 88.20 26.79 172.77 156.64 16.14 424.04 629.41 625.18

12 f RE-300 834 842.49 255.90 -57.48 87.76 145.23 401.32 607.96 611.57

13 -6 24 RE-300 38 38.35 11.65 187.02 77.28 109.75 225.76 633.47 610.15

Long conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

Page 2: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

13 b PH-202 446 455.91 138.48 62.42 69.02 6.60 279.94 608.45 609.16

15 -16 30 PH-210 158 158.51 48.15 25.70 25.70 51.40 161.71 605.78 605.78

16 28 13 R-130 110 110.03 33.42 -4.37 4.37 0.00 312.51 605.25 605.25

17 -11 10 PH-210 38 38.01 11.54 9.29 14.76 5.47 137.25 605.31 605.42

19 48 16 RE-300 243 243.71 74.03 8.61 75.90 67.29 873.39 605.30 609.98

20 -2 30 RE-300 108.5 108.59 32.98 38.29 78.65 116.94 277.35 606.45 610.33

22 RH-230 499 500.11 151.91 113.24 -58.03 171.27 246.37 615.74 608.01

23 20 RE-300 40 40.62 12.34 102.14 264.28 162.14 584.49 613.79 660.42

25 43 45 RE-300 1168 1,196.40 363.40 22.14 -62.70 84.84 949.20 605.64 608.48

26 -25 45 RE-300 179 179.05 54.39 -26.79 185.45 212.24 496.73 605.83 633.01

27 -33 6 RE-300 746.5 756.57 229.80 21.32 -21.32 0.00 554.26 605.61 605.61

28 -1 22 RE-300 45.5 45.55 13.83 33.77 62.97 96.74 246.29 606.18 608.50

29 59 RH-230 494 495.03 150.36 102.28 -72.32 174.60 1,334.42 613.82 609.54

30 19 17 RH-230 555.5 557.44 169.32 -50.07 121.59 171.66 471.92 607.30 617.33

32 6 45 RE-230 426 428.90 130.28 134.30 4.37 129.92 221.96 619.96 605.25

33 36 55 RE-300 55.5 56.69 17.22 118.81 70.12 48.69 536.49 616.79 609.28

34 28 30 RH-231 274 274.56 83.40 34.45 -4.92 29.53 344.53 606.22 605.26

34 a P-101 50 50.05 15.20 20.77 131.08 110.31 53.47 605.59 619.27

35 -31 10 P-101 66 67.31 20.44 0.27 112.69 112.96 376.25 605.24 615.64

36 -103 20 RE-300 75 75.01 22.79 20.77 113.80 134.57 3,162.24 605.59 615.84

Page 3: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

37 -11 40 PH-210 185 186.98 56.79 67.37 62.70 4.67 122.87 608.97 608.48

38 20 15 PH-210 56 56.27 17.09 51.99 35.14 16.85 229.89 607.47 606.26

39 19 0 PH-210 164 162.23 49.28 3.28 7.65 4.37 175.41 605.25 605.28

40 -2 30 P-101 70 70.01 21.26 -15.85 74.52 58.67 66.17 605.44 609.81

41 15 13 PH-210 308.5 308.77 93.79 66.54 -49.25 17.30 174.42 608.88 607.24

42 9 43 PH-210 19 19.12 5.81 71.77 32.81 104.58 47.89 609.48 606.13

43 17 8 PH-210 48 48.05 14.59 110.74 19.68 91.06 154.15 615.28 605.56

44 -26 PH-210 178 179.82 54.62 61.60 22.96 84.56 278.60 608.36 605.67

45 -35 4 PH-210 40.5 40.54 12.32 46.78 34.04 12.74 469.85 607.04 606.19

46 31 28 RH-231 89 89.42 27.16 71.22 79.76 150.98 385.47 609.41 610.47

47 59 45 RH-231 80 80.51 24.45 48.70 57.75 106.45 1,276.79 607.19 607.99

48 9 23 PH-210 97 97.51 29.62 75.35 37.47 112.81 154.06 609.91 606.39

49 -50 26 RH-231 232 232.11 70.50 106.30 -25.97 132.27 987.10 614.50 605.79

50 -12 38 RH-231 478.5 480.47 145.94 -25.01 33.36 58.37 245.17 605.75 606.16

51 -13 6 PH-210 40 40.04 12.16 71.22 22.42 48.80 144.67 609.41 605.65

52 -12 0 PH-210 241 241.59 73.38 5.19 145.37 140.18 362.49 605.26 622.45

54 77 20 RE-300 539.5 544.42 165.36 130.80 -3.42 127.39 2,069.24 619.21 605.25

54 b RE-300 577 580.64 176.36 -27.89 54.46 82.35 438.58 605.88 607.68

55 -40 RE-300 381.5 381.97 116.02 116.86 -49.93 166.79 228.30 616.41 607.29

56 -39 27 RE-300 117.5 119.10 36.18 84.31 50.07 34.24 641.17 611.08 607.30

Page 4: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

57 -14 19 RE-300 456 456.89 138.78 157.77 -74.80 232.56 459.47 625.46 609.84

58 RE-300 530 536.26 162.89 11.21 73.83 62.63 432.16 605.34 609.72

59 -19 28 RH-231 411.5 412.25 125.22 71.49 -38.83 110.33 338.66 609.44 606.48

60 PH-202 257 257.60 78.24 1.09 103.80 102.71 199.17 605.24 614.07

60 a RE-300 178 179.54 54.54 141.02 54.73 86.29 560.66 621.45 607.71

61 -32 23 RE-300 1041.5 1,051.00 319.24 -146.22 176.75 322.97 933.06 622.65 630.52

62 21 12 RE-300 791 799.86 242.95 133.60 -41.85 175.45 669.81 619.81 606.68

63 44 15 RE-300 616 619.91 188.29 -35.82 94.94 130.76 884.33 606.30 612.64

63 c RE-300 479 480.47 145.94 53.22 -36.37 89.59 346.38 607.57 606.33

63 d PH-202 279.5 279.77 84.98 -23.24 4.78 28.02 164.16 605.68 605.26

64 -60 36 RE-300 80.5 80.53 24.46 0.00 26.79 26.79 1,339.01 605.24 605.83

66 -23 50 RE-300 845.5 555.59 168.76 -151.84 1.09 152.94 414.89 623.99 605.24

67 53 30 RE-300 217.5 217.86 66.18 179.74 60.64 240.38 1,218.74 631.36 608.27

68 -5 0 RE-300 1161.5 1,175.22 356.97 -141.44 99.23 240.67 925.05 621.54 613.32

69 27 0 RE-300 849.5 854.99 259.70 170.93 -134.44 305.37 947.21 628.91 619.99

70 RE-300 1119 1,131.16 343.58 -138.22 0.00 138.22 515.37 620.82 605.24

Page 5: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

PERFIL A VEREDA EL ARRAYANAL MPO DE SAMANIEGO

1 -17 45 RH-214 13.12 0.00 13.12 183.38 605.38 605.24

1 b RH-231 300.03726 300.04 91.13 -68.88 38.97 29.91 336.62 609.14 606.49

2 8 30 RH231 438.79639 438.80 133.28 120.48 158.89 279.37 364.95 617.11 625.75

3 RH231 359.80411 359.80 109.29 22.14 0.00 22.14 163.93 605.64 605.24

Page 6: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

PERFIL A VEREDA ANDALUCIA MPO DE SAMANIEGO

1 9 21 R-114 31.72 0.00 31.72 49.82 606.07 605.24

2 38 46 R-114 79.698223 79.70 24.21 53.50 48.01 5.48 569.66 607.60 607.14

3 PH-202 67.800001 67.80 20.59 37.47 66.54 29.08 112.89 606.39 608.88

5 RE-300 179.97252 179.97 54.67 86.65 20.91 65.74 448.26 611.41 605.60

6 -50 20 RE-300 803.88855 803.89 244.18 145.09 240.61 95.52 1,034.32 622.38 651.31

7 PH-202 195.37165 195.37 59.34 198.49 28.98 169.51 102.70 636.95 605.93

8 38 40 R-130 30.044404 30.04 9.13 3.28 37.19 33.91 571.76 605.25 606.38

10 PH-202 190.27633 190.28 57.80 55.28 37.47 17.82 293.37 607.76 606.39

11 24 40 RH-231 453.61283 453.61 137.78 41.03 161.44 202.46 377.54 606.63 626.40

12 -87 4 RH-231 196.11641 196.12 59.57 -12.57 60.22 72.80 2,445.04 605.37 608.23

12 d PH-202 254.3584 254.36 77.26 32.26 -9.29 41.56 269.16 606.10 605.31

13 62 38 RH-231 336.40251 336.40 102.18 -59.67 114.91 55.24 1,399.03 608.17 616.05

14 P-101 58.148083 58.15 17.66 84.31 130.80 46.50 82.15 611.08 619.21

15 P-101 122.15728 122.16 37.10 117.69 80.03 37.66 120.06 616.57 610.50

16 P-101 141.36276 141.36 42.94 15.31 118.67 103.36 115.28 605.43 616.76

17 -2 41 PH-202 111.65168 111.65 33.91 45.82 106.58 152.40 246.33 606.97 614.55

17 b PH-202 428.96281 428.96 130.29 4.10 -10.66 14.76 255.15 605.25 605.33

Page 7: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

18 P-101 131.05244 131.05 39.81 -31.72 35.28 66.99 78.87 606.07 606.26

19 24 5 R-130 42.049892 42.05 12.77 216.82 23.78 193.04 251.60 642.90 605.70

19 a PH-202 211.43973 211.44 64.22 159.04 159.46 0.42 229.21 625.78 625.89

20 PH-210 291.63382 291.63 88.58 115.19 79.76 35.43 311.69 616.10 610.47

20 b RH-231 392.46916 392.47 119.21 7.93 16.54 8.61 192.03 605.29 605.46

21 RH-231 29.000817 29.00 8.81 0.00 -101.59 101.59 13.21 605.24 613.70

Page 8: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

PERFIL LINEA VEREDA EL DESIO MPO DE SAMANIEGO

1 28 30 RH-214 0.00 0.00 5.60 0.00 5.60 311.17 605.26 605.24

2 -1 13 RH-231 282.75228 282.75 85.88 84.44 77.28 161.72 228.31 611.10 610.15

2 c RH-231 218.34743 218.35 66.32 38.29 -59.67 21.39 204.00 606.45 608.17

2 f PH-202 229.40274 229.40 69.68 109.63 62.70 46.93 168.43 615.09 608.48

2 h PH-202 140.26997 140.27 42.61 22.42 101.03 78.62 73.93 605.65 613.61

3 PH-202 22.000357 22.00 6.68 82.24 6.01 76.22 82.28 610.80 605.27

4 -7 8 PH-210 158.58562 158.59 48.17 7.11 -37.33 44.43 97.09 605.28 606.39

5 PH-202 50.001052 50.00 15.19 -6.56 68.80 75.36 148.41 605.27 609.13

5 b RH-231 275.73211 275.73 83.75 12.57 -6.56 19.13 310.40 605.37 605.27

6 RH-214 405.54317 405.54 123.18 -98.26 0.00 98.26 184.77 613.16 605.24

Page 9: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

PERFIL LINEA VEREDA TRASVAL MPO DE SAMANIEGO

1 86 10 RE-300 377.78 114.75 103.25 0.00 103.25 2,426.08 613.98 605.24

2 b RE-300 828.60977 456.12 138.54 -124.66 81.96 42.70 371.74 617.94 610.76

3 PH-202 177.94681 359.78 109.28 4.92 131.36 136.28 175.77 605.26 619.33

4 2 30 RH-230 43.996649 26.00 7.90 -7.11 86.65 93.76 219.68 605.28 611.41

5 RE-300 529.80467 456.12 138.54 0.00 -58.58 58.58 207.82 605.24 608.06

Page 10: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrásLong conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

PERFIL LINEA VEREDA EL CEDRAL MPO DE SAMANIEGO

1 -77 40 RE-300 456.12 138.54 124.66 0.00 124.66 2,083.66 617.94 605.24

2 RE-300 668.30467 671.46 203.95 -58.85 69.02 127.87 310.94 608.09 609.16

2 c PH-202 393.80747 11.00 3.34 3.01 -38.83 35.83 165.58 605.24 606.48

3 R-114 126.15804 352.42 107.05 37.47 0.00 37.47 160.57 606.39 605.24

Page 11: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

PERFIL LINEA ALTO PACUAL AL SANDE

CÁLCULO DE ESFUERZOS Y TENSIONES

Parámetros del conductor y la plantilla

Peso / metro cond, 2/0 ACSR 0.2733 kg/m Diámetro del conductor: 11.3 mmVelocidad del viento: 80.00 km/hora Temp normal 15.00 º CTensión horizontal en caliente 605.24 kg Temp caliente 27.00 º CÁrea de aluminio 67.40 mm2 Vano regulador 800.00 m Área de acero 11.20 mm2

ESTRCTURA CONDUCTOREs Sb ang h

Estructura Vano adelante atrás

1 -12 15 RH-114 47.05 0.00 141.16 1,822.16 607.06 605.24

2 -51 59 RH-231 332 336.13 102.10 138.92 27.89 333.10 1,010.93 620.97 605.88

4 -30 PH-210 150 150.50 45.71 48.15 69.02 117.17 138.82 607.15 609.16

5 0 PH-202 154 154.18 46.83 6.01 54.46 48.45 181.08 605.27 607.68

6 0 PH-202 243 243.27 73.89 119.36 -12.03 131.39 233.67 616.89 605.36

6 b 0 PH-202 267 269.59 81.89 45.68 129.96 84.28 345.18 606.96 619.03

7 25 40 RH-231 484.5 488.03 148.24 292.98 -3.42 289.56 356.83 672.42 605.25

7 a RE-300 57.5 63.45 19.27 275.64 316.97 41.33 810.47 665.05 683.21

9 -22 20 RE-300 1663 1,715.39 521.04 -151.84 217.26 369.10 1,104.15 623.99 643.05

9 f RE-300 655 670.88 203.78 80.58 33.91 46.68 342.35 610.58 606.19

10 SH-225 80 80.52 24.46 58.58 115.47 56.89 213.69 608.06 616.15

10 c PH-202 386 388.49 118.00 66.27 9.29 56.98 309.35 608.85 605.31

11 -3 30 PH-202 290 290.48 88.23 -13.12 180.74 193.86 172.60 605.38 631.65

12 RE-300 85 88.20 26.79 172.77 156.64 16.14 424.04 629.41 625.18

12 f RE-300 834 842.49 255.90 -57.48 87.76 145.23 401.32 607.96 611.57

13 -6 24 RE-300 38 38.35 11.65 187.02 77.28 109.75 225.76 633.47 610.15

Long conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

Page 12: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

13 b PH-202 446 455.91 138.48 62.42 69.02 6.60 279.94 608.45 609.16

15 -16 30 PH-210 158 158.51 48.15 25.70 25.70 51.40 161.71 605.78 605.78

16 28 13 R-130 110 110.03 33.42 -4.37 4.37 0.00 312.51 605.25 605.25

17 -11 10 PH-210 38 38.01 11.54 9.29 14.76 5.47 137.25 605.31 605.42

19 48 16 RE-300 243 243.71 74.03 8.61 75.90 67.29 873.39 605.30 609.98

20 -2 30 RE-300 108.5 108.59 32.98 38.29 78.65 116.94 277.35 606.45 610.33

22 RH-230 499 500.11 151.91 113.24 -58.03 171.27 246.37 615.74 608.01

23 20 RE-300 40 40.62 12.34 102.14 264.28 162.14 584.49 613.79 660.42

25 43 45 RE-300 1168 1,196.40 363.40 22.14 -62.70 84.84 949.20 605.64 608.48

26 -25 45 RE-300 179 179.05 54.39 -26.79 185.45 212.24 496.73 605.83 633.01

27 -33 6 RE-300 746.5 756.57 229.80 21.32 -21.32 0.00 554.26 605.61 605.61

28 -1 22 RE-300 45.5 45.55 13.83 33.77 62.97 96.74 246.29 606.18 608.50

29 59 RH-230 494 495.03 150.36 102.28 -72.32 174.60 1,334.42 613.82 609.54

30 19 17 RH-230 555.5 557.44 169.32 -50.07 121.59 171.66 471.92 607.30 617.33

32 6 45 RE-230 426 428.90 130.28 134.30 4.37 129.92 221.96 619.96 605.25

33 36 55 RE-300 55.5 56.69 17.22 118.81 70.12 48.69 536.49 616.79 609.28

34 28 30 RH-231 274 274.56 83.40 34.45 -4.92 29.53 344.53 606.22 605.26

34 a P-101 50 50.05 15.20 20.77 131.08 110.31 53.47 605.59 619.27

35 -31 10 P-101 66 67.31 20.44 0.27 112.69 112.96 376.25 605.24 615.64

36 -103 20 RE-300 75 75.01 22.79 20.77 113.80 134.57 3,162.24 605.59 615.84

37 -11 40 PH-210 185 186.98 56.79 67.37 62.70 4.67 122.87 608.97 608.48

38 20 15 PH-210 56 56.27 17.09 51.99 35.14 16.85 229.89 607.47 606.26

39 19 0 PH-210 164 162.23 49.28 3.28 7.65 4.37 175.41 605.25 605.28

40 -2 30 P-101 70 70.01 21.26 -15.85 74.52 58.67 66.17 605.44 609.81

41 15 13 PH-210 308.5 308.77 93.79 66.54 -49.25 17.30 174.42 608.88 607.24

42 9 43 PH-210 19 19.12 5.81 71.77 32.81 104.58 47.89 609.48 606.13

43 17 8 PH-210 48 48.05 14.59 110.74 19.68 91.06 154.15 615.28 605.56

44 -26 PH-210 178 179.82 54.62 61.60 22.96 84.56 278.60 608.36 605.67

45 -35 4 PH-210 40.5 40.54 12.32 46.78 34.04 12.74 469.85 607.04 606.19

46 31 28 RH-231 89 89.42 27.16 71.22 79.76 150.98 385.47 609.41 610.47

47 59 45 RH-231 80 80.51 24.45 48.70 57.75 106.45 1,276.79 607.19 607.99

48 9 23 PH-210 97 97.51 29.62 75.35 37.47 112.81 154.06 609.91 606.39

49 -50 26 RH-231 232 232.11 70.50 106.30 -25.97 132.27 987.10 614.50 605.79

Page 13: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

50 -12 38 RH-231 478.5 480.47 145.94 -25.01 33.36 58.37 245.17 605.75 606.16

51 -13 6 PH-210 40 40.04 12.16 71.22 22.42 48.80 144.67 609.41 605.65

52 -12 0 PH-210 241 241.59 73.38 5.19 145.37 140.18 362.49 605.26 622.45

54 77 20 RE-300 539.5 544.42 165.36 130.80 -3.42 127.39 2,069.24 619.21 605.25

54 b RE-300 577 580.64 176.36 -27.89 54.46 82.35 438.58 605.88 607.68

55 -40 RE-300 381.5 381.97 116.02 116.86 -49.93 166.79 228.30 616.41 607.29

56 -39 27 RE-300 117.5 119.10 36.18 84.31 50.07 34.24 641.17 611.08 607.30

57 -14 19 RE-300 456 456.89 138.78 157.77 -74.80 232.56 459.47 625.46 609.84

58 RE-300 530 536.26 162.89 11.21 73.83 62.63 432.16 605.34 609.72

59 -19 28 RH-231 411.5 412.25 125.22 71.49 -38.83 110.33 338.66 609.44 606.48

60 PH-202 257 257.60 78.24 1.09 103.80 102.71 199.17 605.24 614.07

60 a RE-300 178 179.54 54.54 141.02 54.73 86.29 560.66 621.45 607.71

61 -32 23 RE-300 1041.5 1,051.00 319.24 -146.22 176.75 322.97 933.06 622.65 630.52

62 21 12 RE-300 791 799.86 242.95 133.60 -41.85 175.45 669.81 619.81 606.68

63 44 15 RE-300 616 619.91 188.29 -35.82 94.94 130.76 884.33 606.30 612.64

63 c RE-300 479 480.47 145.94 53.22 -36.37 89.59 346.38 607.57 606.33

63 d PH-202 279.5 279.77 84.98 -23.24 4.78 28.02 164.16 605.68 605.26

64 -60 36 RE-300 80.5 80.53 24.46 0.00 26.79 26.79 1,339.01 605.24 605.83

66 -23 50 RE-300 845.5 555.59 168.76 -151.84 1.09 152.94 414.89 623.99 605.24

67 53 30 RE-300 217.5 217.86 66.18 179.74 60.64 240.38 1,218.74 631.36 608.27

68 -5 0 RE-300 1161.5 1,175.22 356.97 -141.44 99.23 240.67 925.05 621.54 613.32

69 27 0 RE-300 849.5 854.99 259.70 170.93 -134.44 305.37 947.21 628.91 619.99

70 RE-300 1119 1,131.16 343.58 -138.22 0.00 138.22 515.37 620.82 605.24

PERFIL A VEREDA EL ARRAYANAL MPO DE SAMANIEGO

Es Sb ang hEstructura adelante atrás

1 -17 45 RH-214 13.12 0.00 13.12 183.38 605.38 605.24

1 b RH-231 300.03726 300.04 91.13 -68.88 38.97 29.91 336.62 609.14 606.49

2 8 30 RH231 438.79639 438.80 133.28 120.48 158.89 279.37 364.95 617.11 625.75

3 RH231 359.80411 359.80 109.29 22.14 0.00 22.14 163.93 605.64 605.24

Long conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

Page 14: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

PERFIL A VEREDA EL CHAPUESQUER MPO DE GUACHAVÉS

Es Sb ang hEstructura adelante atrás

1 9 21 R-114 31.72 0.00 31.72 49.82 606.07 605.24

2 38 46 R-114 79.698223 79.70 24.21 53.50 48.01 5.48 569.66 607.60 607.14

3 PH-202 67.800001 67.80 20.59 37.47 66.54 29.08 112.89 606.39 608.88

5 RE-300 179.97252 179.97 54.67 86.65 20.91 65.74 448.26 611.41 605.60

6 -50 20 RE-300 803.88855 803.89 244.18 145.09 240.61 95.52 1,034.32 622.38 651.31

7 PH-202 195.37165 195.37 59.34 198.49 28.98 169.51 102.70 636.95 605.93

8 38 40 R-130 30.044404 30.04 9.13 3.28 37.19 33.91 571.76 605.25 606.38

10 PH-202 190.27633 190.28 57.80 55.28 37.47 17.82 293.37 607.76 606.39

11 24 40 RH-231 453.61283 453.61 137.78 41.03 161.44 202.46 377.54 606.63 626.40

12 -87 4 RH-231 196.11641 196.12 59.57 -12.57 60.22 72.80 2,445.04 605.37 608.23

12 d PH-202 254.3584 254.36 77.26 32.26 -9.29 41.56 269.16 606.10 605.31

13 62 38 RH-231 336.40251 336.40 102.18 -59.67 114.91 55.24 1,399.03 608.17 616.05

14 P-101 58.148083 58.15 17.66 84.31 130.80 46.50 82.15 611.08 619.21

15 P-101 122.15728 122.16 37.10 117.69 80.03 37.66 120.06 616.57 610.50

16 P-101 141.36276 141.36 42.94 15.31 118.67 103.36 115.28 605.43 616.76

17 -2 41 PH-202 111.65168 111.65 33.91 45.82 106.58 152.40 246.33 606.97 614.55

17 b PH-202 428.96281 428.96 130.29 4.10 -10.66 14.76 255.15 605.25 605.33

18 P-101 131.05244 131.05 39.81 -31.72 35.28 66.99 78.87 606.07 606.26

19 24 5 R-130 42.049892 42.05 12.77 216.82 23.78 193.04 251.60 642.90 605.70

19 a PH-202 211.43973 211.44 64.22 159.04 159.46 0.42 229.21 625.78 625.89

20 PH-210 291.63382 291.63 88.58 115.19 79.76 35.43 311.69 616.10 610.47

20 b RH-231 392.46916 392.47 119.21 7.93 16.54 8.61 192.03 605.29 605.46

21 RH-231 29.000817 29.00 8.81 0.00 -101.59 101.59 13.21 605.24 613.70

PERFIL LINEA LA OSCURANA Mpo de Mallama - CHIPACUE Mpo de Guachavés

Es Sb ang hEstructura adelante atrás

Long conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

Long conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

Page 15: Estudio de Cargas Linea Samaniego

JAIRO FERNANDO DELGADO RECALDEIng ElectricistaUniversidad Nacional de ColombiaManizales

1 28 30 RH-214 0.00 0.00 5.60 0.00 5.60 311.17 605.26 605.24

2 -1 13 RH-231 282.75228 282.75 85.88 84.44 77.28 161.72 228.31 611.10 610.15

2 c RH-231 218.34743 218.35 66.32 38.29 -59.67 21.39 204.00 606.45 608.17

2 f PH-202 229.40274 229.40 69.68 109.63 62.70 46.93 168.43 615.09 608.48

2 h PH-202 140.26997 140.27 42.61 22.42 101.03 78.62 73.93 605.65 613.61

3 PH-202 22.000357 22.00 6.68 82.24 6.01 76.22 82.28 610.80 605.27

4 -7 8 PH-210 158.58562 158.59 48.17 7.11 -37.33 44.43 97.09 605.28 606.39

5 PH-202 50.001052 50.00 15.19 -6.56 68.80 75.36 148.41 605.27 609.13

5 b RH-231 275.73211 275.73 83.75 12.57 -6.56 19.13 310.40 605.37 605.27

6 RH-214 405.54317 405.54 123.18 -98.26 0.00 98.26 184.77 613.16 605.24

PERFIL LINEA VEREDA TRASVAL MPO DE SAMANIEGO

Es Sb ang hEstructura adelante atrás

1 86 10 RE-300 377.78 114.75 103.25 0.00 103.25 2,426.08 613.98 605.24

2 b RE-300 828.60977 456.12 138.54 -124.66 81.96 42.70 371.74 617.94 610.76

3 PH-202 177.94681 359.78 109.28 4.92 131.36 136.28 175.77 605.26 619.33

4 2 30 RH-230 43.996649 26.00 7.90 -7.11 86.65 93.76 219.68 605.28 611.41

5 RE-300 529.80467 456.12 138.54 0.00 -58.58 58.58 207.82 605.24 608.06

PERFIL LINEA VEREDA EL CEDRAL MPO DE SAMANIEGO

Es Sb ang hEstructura adelante atrás

1 -77 40 RE-300 456.12 138.54 124.66 0.00 124.66 2,083.66 617.94 605.24

2 RE-300 668.30467 671.46 203.95 -58.85 69.02 127.87 310.94 608.09 609.16

2 c PH-202 393.80747 11.00 3.34 3.01 -38.83 35.83 165.58 605.24 606.48

3 R-114 126.15804 352.42 107.05 37.47 0.00 37.47 160.57 606.39 605.24

Long conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal

Long conductor

Carga viento vano

peso adelante

peso atrás

tensión vertical

tensión horizontal