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CALCULO MECANICO DE CONDUCTOR TIPO AAAC 120mm2 CARACTERISTICAS MECANICAS DE CONDUCTORES DE ALUMINIO TIPO AAAC 120mm2 Número de alambres 19 Sección mm² 120 Diametro nominal exterior mm 14.5 Esfuerzo de Rotura N/mm2 300 Masa Longitudinal kg / Km. 335 Coefic. Dilatación lineal a 1/°C 0.000023 Módulo de elasticidad N/mm2 60760

Calculo Mecanico 120mm2 Lp1

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Page 1: Calculo Mecanico 120mm2 Lp1

CALCULO MECANICO DE CONDUCTOR TIPO AAAC 120mm2

CARACTERISTICAS MECANICAS DE CONDUCTORES DE ALUMINIO

TIPO AAAC 120mm2Número de alambres 19Sección mm² 120Diametro nominal exterior mm 14.5Esfuerzo de Rotura N/mm2 300Masa Longitudinal kg / Km. 335Coefic. Dilatación lineal a 20 ° 1/°C 0.000023Módulo de elasticidad N/mm2 60760

Page 2: Calculo Mecanico 120mm2 Lp1

CONSIDERACIONES DE DISEÑO MECANICO DE CONDUCTORES

HIPOTESIS DE CALCULO MECANICO DE CONDUCTOR DE ALUMINIO AAAC

HIPOTESIS I : CONDICIONES DE MAXIMO ESFUERZOHIPOTESIS II : CONDICIONES DE TEMPLADOHIPOTESIS III : CONDICIONES DE MAXIMA FLECHA

CONDUCTOR TIPO AAAC 120mm2VARIABLE HIPOTESIS 1 HIPOTESIS 2 HIPOTESIS 3*

DATOS PRELIMINARES TEMPERATURA ºC 16 6 60VELOCIDAD DEL VIENTO (Km/h) 0.000 80 0.000 EN m/s 0.000 19.5 0.000ESFUERZO DE DISEÑO EN VANO NORMAL EN N/mm2 (15% el TR) (E 44.00 ...... ......ESFUERZO DE DISEÑO EN VANO FLOJO EN N/mm2 (7% el TR) (ED 21.00 ...... ......ESFUERZO MAXIMO ADMISIBLE EN N/mm2 ( 60% el Tiro de Rotura) 180.00 180.00 180.00

CARGAS EN LOS CONDUCTORESCONSTANTE DE PRESION (Para Elevaciones Hasta 3000msnm) 0.613 0.613 0.613FACTOR DE FORMA ( 1 1 1PRESION DEL VIENTO EN (Pa) ( 0.00 233.09 0.00PESO PROPIO DEL CONDUCTOR EN N/m ( 3.28 3.28 3.28PESO APARENTE DEBIDO A LA PRESION DEL VIENTO (N/m) 0.000 3.380 0.000

PESO APARENTE RESULTANTE DE LAS SOBRECARGAS (N/m) 3.283 4.712 3.283

*Se adiciona 10ºC a los 50ºC indicados en CNE por el Efecto Creep

Page 3: Calculo Mecanico 120mm2 Lp1

HIPOTESIS DE CALCULO LINEA PRIMARIAHIPOTESIS 1: CONDICION DE NAYOR DURACION (EDS)CONDUCTOR TIPO AAAC 120mm2

Armado Cota (m) C X1 (m) S (m)

1 SAB 44 0.00 20 0.00 44.00 5280.00 1608.29 22.00 22.00 44.00 0.15 0.00 5280.50 0.00 0.78 0.15 22.00 22.00

2 TS-3 5 0.00 20 0.00 44.00 5280.00 1608.29 2.50 2.50 5.00 0.00 5280.50 5280.01 0.78 0.09 0.00 24.50 24.50

3 PTV-1NE 61 0.00 20 0.00 44.00 5280.00 1608.29 30.50 30.50 61.00 0.29 0.00 5280.95 0.00 1.09 0.29 30.50 33.00

4 PS1-3 61 0.00 20 0.00 44.00 5280.00 1608.29 30.50 30.50 61.00 0.29 5280.95 5280.95 1.09 1.09 0.29 61.00 61.00

5 PS1-3 62 0.00 20 0.00 44.00 5280.00 1608.29 31.00 31.00 62.00 0.30 5280.95 5280.98 1.09 1.10 0.30 61.50 61.50

6 PA1-3L 75 14.00 20 0.00 44.00 5280.00 1608.29 37.50 37.50 75.01 0.44 5280.98 5281.44 1.10 1.34 0.44 68.50 68.50

7 PA1-3L 60 0.00 20 0.00 44.00 5280.00 1608.29 30.00 30.00 60.00 0.28 5281.44 5280.92 1.34 1.07 0.28 67.50 67.50

8 PS1-3L 65 0.00 20 0.00 44.00 5280.00 1608.29 32.50 32.50 65.00 0.33 5280.92 5281.08 1.07 1.16 0.33 62.50 62.50

9 PS1-3L 40 0.00 20 0.00 44.00 5280.00 1608.29 20.00 20.00 40.00 0.12 5281.08 5280.41 1.16 0.71 0.12 52.50 52.50

10 PTV-1NE 0.00 0.00 20 0.00 21.00 2520.00 767.59 0.00 0.00 0.00 0.00 5280.41 2520.0 0.71 0.00 0.00 20.00 20.00

Nº Estruc.

Vano adelante

Angulo (°)

h (m)

σo N/mm2

To N

X2 (m)

L (m)

(35mm2)f

(m)Tatraz

NTadel

Nθ atraz

θ adel

Vano Peso

Vano Viento

Page 4: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 2: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

Armado M N To N C X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -56.08 7556.69 58.30 6996.36 1484.84 22.00 22.00 44.00 0.16 0.00 6997.12 0.00 0.85 0.16 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -57.95 97.58 57.98 6957.52 1476.6 2.50 2.50 5.00 0.00 6997.12 6957.53 0.85 0.10 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -54.33 14523.99 58.57 7028.05 1491.57 30.50 30.50 61.00 0.31 6957.53 7029.52 0.10 1.17 0.31 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -54.33 14523.99 58.57 7028.05 1491.57 30.50 30.50 61.00 0.31 7029.52 7029.52 1.17 1.17 0.31 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -54.21 15004.09 58.58 7030.09 1492.0 31.00 31.00 62.00 0.32 7029.52 7031.61 1.17 1.19 0.32 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -52.47 21955.77 58.82 7057.93 1497.9 37.50 37.50 75.01 0.47 7031.61 7060.14 1.19 1.43 0.47 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -54.45 14051.69 58.55 7026.02 1491.14 30.00 30.00 60.00 0.30 7060.14 7027.44 1.43 1.15 0.30 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -53.84 16491.22 58.64 7036.32 1493.33 32.50 32.50 65.01 0.35 7027.44 7037.99 1.15 1.25 0.35 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -56.41 6245.20 58.25 6989.93 1483.48 20.00 20.00 40.00 0.13 7037.99 6990.56 1.25 0.77 0.13 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -34.97 0.00 34.97 4196.98 890.729 0.00 0.00 0.00 0.00 6990.56 4196.98 0.77 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2 X1 (m) L (m)

(35mm2)f

(m)

Tatraz N

Tadel N

θ atraz

θ adel S (m) Vano

PesoVano

Viento

Page 5: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 3: MAXIMA TEMPERATURACONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 3 Estado1: Hipotesis 1

Nº Estruc. Armado Angulo (°) M N C

1 SAB 44.00 0.00 20.00 0.00 19.38 3668.52 10.99 1318.79 401.7 22.00 22.00 44.02 0.60 0.00 1320.77 0.00 3.14 0.60 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 17.51 47.37 1.58 189.04 57.581 2.50 2.50 5.00 0.05 1320.77 189.22 3.14 2.49 0.05 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 21.13 7050.91 14.14 1696.68 516.81 30.50 30.50 61.04 0.90 189.22 1699.64 2.49 3.38 0.90 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 21.13 7050.91 14.14 1696.68 516.81 30.50 30.50 61.04 0.90 1699.64 1699.64 3.38 3.38 0.90 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 21.25 7283.99 14.31 1717.38 523.11 31.00 31.00 62.04 0.92 1699.64 1720.40 3.38 3.39 0.92 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 22.99 10658.80 16.44 1972.85 600.93 37.50 37.50 75.05 1.17 1720.40 1976.69 3.39 3.57 1.17 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 21.01 6821.63 13.97 1675.82 510.46 30.00 30.00 60.03 0.88 1976.69 1678.72 3.57 3.37 0.88 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 21.62 8005.94 14.82 1778.54 541.74 32.50 32.50 65.04 0.98 1678.72 1781.75 3.37 3.44 0.98 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 19.06 3031.84 10.18 1221.97 372.21 20.00 20.00 40.02 0.54 1781.75 1223.73 3.44 3.08 0.54 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 40.49 0.00 0.00 0.60 0.1827 0.00 0.00 0.00 0.00 1223.73 0.60 3.08 0.16 0.00 20.00 20.00

Vano Adelante

Cota (m)

h (m)

σo N/mm2

To N

X1 (m)

X2 (m)

L (m)

(35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 6: Calculo Mecanico 120mm2 Lp1

RESUMEN DE CALCULO DE ESFUERZOS, TIROS Y ESFUERZOS MAXIMOS (HIPOTESIS II)LINEA PRIMARIACONDUCTOR TIPO AAAC 120mm2

CARACTERISTICAS TENSIONES ANGULO DE CONDUCTOR ESFUERZOS ESFUERZOS ( % )

Armado

1 SAB 44.00 20.00 0.00 6996.36 0.00 6997.12 0.00 20991.37 0.00 0.85 0.00 174.93 0.00% 58.31%

2 TS-3 5.00 20.00 0.00 6957.52 6997.12 6957.53 20991.37 20872.60 0.85 0.10 174.93 173.94 58.31% 57.98%

3 PTV-1NE 61.00 20.00 0.00 7028.05 6957.53 7029.52 20872.60 21088.56 0.10 1.17 173.94 175.74 57.98% 58.58%

4 PS1-3 61.00 20.00 0.00 7028.05 7029.52 7029.52 21088.56 21088.56 1.17 1.17 175.74 175.74 58.58% 58.58%

5 PS1-3 62.00 20.00 0.00 7030.09 7029.52 7031.61 21088.56 21094.83 1.17 1.19 175.74 175.79 58.58% 58.60%

6 PA1-3L 75.00 20.00 0.00 7057.93 7031.61 7060.14 21094.83 21180.42 1.19 1.43 175.79 176.50 58.60% 58.83%

7 PA1-3L 60.00 20.00 0.00 7026.02 7060.14 7027.44 21180.42 21082.33 1.43 1.15 176.50 175.69 58.83% 58.56%

8 PS1-3L 65.00 20.00 0.00 7036.32 7027.44 7037.99 21082.33 21113.96 1.15 1.25 175.69 175.95 58.56% 58.65%

9 PS1-3L 40.00 20.00 0.00 6989.93 7037.99 6990.56 21113.96 20971.69 1.25 0.77 175.95 174.76 58.65% 58.25%

10 PTV-1NE 0.00 20.00 0.00 4196.98 6990.56 4196.98 20971.69 12590.93 0.77 0.00 174.76 104.92 58.25% 34.97%

Nº Estructura

Vano adelante

(m)Cota

(m)Desnivel (m)

Tiro Horizontal

(N)

Tiro Atráz

(N)

Tiro Adelante

(N)Tiro Atráz

(N)Tiro

Adelante (N)

θ Atráz (N)

θ Adelante (N)

Esfuerzo Atráz

(N/mm2)

Esfuerzo Adelante

(N/mm2)

Esfuerzo Atrás ( % )

Esfuerzo Adelante

( % )

Page 7: Calculo Mecanico 120mm2 Lp1

7

TABLA DE TENSADO DEL CONDUCTOR DE ALEACION DE ALUMINIO TIPO AAAC 120mm2CONDUCTOR DE LINEA PRIMARIA

Hipotesis1 - Mayor duración(EDS) VViento (Km/h) 0 FECHA: MARZO DEL 2013Espesor Hielo 0

Estructura T (°C)15 17 18 19 20 21 22 23 24

f To Tmax f To Tmax f To Tmax f To Tmax f To Tmax f To Tmax f To Tmax f To Tmax f To Tmax

1 SAB 44.00 0.00 20.0 0.0 0.15 5435 5435 0.15 5126 5127 0.16 4973 4974 0.16 4822 4823 0.17 4672 4673 0.18 4524 4524 0.18 4377 4378 0.18 4377.27 4378 0.18 4377 194774

2 TS-3 5.00 0.00 20.0 0.0 0.00 5448 5448 0.00 5112 5127 0.00 4945 4974 0.00 4778 4823 0.00 4610 4673 0.00 4443 4524 0.00 4275 4378 0.00 4275.36 4378 0.00 4275 188699

3 PTV-1NE 61.00 0.00 20.0 0.0 0.28 5425 5448 0.30 5137 5138 0.31 4996 4997 0.31 4856 4857 0.32 4719 4720 0.33 4584 4585 0.34 4452 4453 0.34 4451.61 4453 0.34 4452 200448

4 PS1-3 61.00 0.00 20.0 0.0 0.28 5425 5426 0.30 5137 5138 0.31 4996 4997 0.31 4856 4857 0.32 4719 4720 0.33 4584 4585 0.34 4452 4453 0.34 4451.61 4453 0.34 4452 200448

5 PS1-3 62.00 0.00 20.0 0.0 0.29 5424 5426 0.31 5138 5139 0.32 4997 4998 0.32 4859 4860 0.33 4722 4723 0.34 4588 4589 0.35 4456 4457 0.35 4456.18 4457 0.35 4456 200839

6 PA1-3L 75.00 14.00 20.0 0.0 0.43 5415 5425 0.45 5147 5148 0.46 5016 5017 0.47 4887 4889 0.48 4761 4763 0.50 4637 4639 0.51 4516 4518 0.51 4516.19 4518 0.51 4516 206501

7 PA1-3L 60.00 0.00 20.0 0.0 0.27 5425 5426 0.29 5136 5148 0.30 4994 5017 0.30 4854 4889 0.31 4716 4763 0.32 4581 4639 0.33 4447 4518 0.33 4447.05 4518 0.33 4447 200064

8 PS1-3L 65.00 0.00 20.0 0.0 0.32 5422 5426 0.34 5140 5141 0.35 5001 5003 0.36 4865 4866 0.37 4731 4732 0.38 4599 4601 0.39 4470 4471 0.39 4469.97 4471 0.39 4470 213255

9 PS1-3L 40.00 0.00 20.0 0.0 0.12 5437 5437 0.13 5124 5141 0.13 4969 5003 0.14 4815 4866 0.14 4662 4732 0.15 4511 4601 0.15 4361 4471 0.15 4361.32 4471 0.15 4361 215739

10 PTV-1NE 0.00 0.00 20.0 0.0 0.00 2688 5437 0.00 2352 5124 0.00 2185 4969 0.00 2017 4815 0.00 1849 4663 0.00 1682 4512 0.00 1514 4362 0.00 1513.81 4362 0.00 1514 350915

Nº Estruc.

Armado

Vano adelan

te

Angulo (°)

Cota (m)

h (m)

Page 8: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 15 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -43.50 3668.52 45.29 5434.92 1655.5 22.00 22.00 44.00 0.15 0.00 5435.40 0.00 0.76 0.15 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -45.37 47.37 45.40 5447.52 1659.3 2.50 2.50 5.00 0.00 5435.40 5447.53 0.76 0.09 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -41.76 7050.91 45.21 5424.70 1652.4 30.50 30.50 61.00 0.28 5447.53 5425.62 0.09 1.06 0.28 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -41.76 7050.91 45.21 5424.70 1652.4 30.50 30.50 61.00 0.28 5425.62 5425.62 1.06 1.06 0.28 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -41.64 7283.99 45.20 5424.04 1652.2 31.00 31.00 62.00 0.29 5425.62 5424.99 1.06 1.07 0.29 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -39.89 10658.80 45.13 5415.14 1649.4 37.50 37.50 75.01 0.43 5424.99 5416.54 1.07 1.30 0.43 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -41.87 6821.63 45.21 5425.35 1652.6 30.00 30.00 60.00 0.27 5416.54 5426.24 1.30 1.04 0.27 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -41.26 8005.94 45.18 5422.04 1651.6 32.50 32.50 65.00 0.32 5426.24 5423.09 1.04 1.13 0.32 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -43.83 3031.84 45.31 5437.00 1656.1 20.00 20.00 40.00 0.12 5423.09 5437.40 1.13 0.69 0.12 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -22.40 0.00 22.40 2687.70 818.7 0.00 0.00 0.00 0.00 5437.40 2687.70 0.69 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 9: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 17 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -40.71 3668.52 42.72 5126.16 1561.4 22.00 22.00 44.00 0.15 0.00 5126.67 0.00 0.81 0.15 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -42.58 47.37 42.60 5112.50 1557.3 2.50 2.50 5.00 0.00 5126.67 5112.51 0.81 0.09 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -38.96 7050.91 42.81 5136.98 1564.7 30.50 30.50 61.00 0.30 5112.51 5137.95 0.09 1.12 0.30 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -38.96 7050.91 42.81 5136.98 1564.7 30.50 30.50 61.00 0.30 5137.95 5137.95 1.12 1.12 0.30 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -38.84 7283.99 42.81 5137.67 1564.9 31.00 31.00 62.00 0.31 5137.95 5138.67 1.12 1.13 0.31 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -37.10 10658.80 42.89 5146.91 1567.7 37.50 37.50 75.01 0.45 5138.67 5148.38 1.13 1.37 0.45 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -39.08 6821.63 42.80 5136.29 1564.5 30.00 30.00 60.00 0.29 5148.38 5137.24 1.37 1.10 0.29 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -38.47 8005.94 42.83 5139.75 1565.6 32.50 32.50 65.00 0.34 5137.24 5140.86 1.10 1.19 0.34 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -41.04 3031.84 42.70 5123.93 1560.7 20.00 20.00 40.00 0.13 5140.86 5124.35 1.19 0.73 0.13 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -19.60 0.00 19.60 2352.30 716.5 0.00 0.00 0.00 0.00 5124.35 2352.30 0.73 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 10: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 18 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -39.31 3668.52 41.45 4973.50 1514.9 22.00 22.00 44.00 0.16 0.00 4974.02 0.00 0.83 0.16 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -41.18 47.37 41.21 4945.02 1506.2 2.50 2.50 5.00 0.00 4974.02 4945.02 0.83 0.10 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -37.56 7050.91 41.63 4995.75 1521.7 30.50 30.50 61.00 0.31 4945.02 4996.76 0.10 1.15 0.31 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -37.56 7050.91 41.63 4995.75 1521.7 30.50 30.50 61.00 0.31 4996.76 4996.76 1.15 1.15 0.31 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -37.44 7283.99 41.64 4997.16 1522.1 31.00 31.00 62.00 0.32 4996.76 4998.20 1.15 1.17 0.32 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -35.70 10658.80 41.80 5015.98 1527.9 37.50 37.50 75.01 0.46 4998.20 5017.50 1.17 1.41 0.46 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -37.68 6821.63 41.62 4994.36 1521.3 30.00 30.00 60.00 0.30 5017.50 4995.33 1.41 1.13 0.30 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -37.07 8005.94 41.68 5001.43 1523.4 32.50 32.50 65.00 0.35 4995.33 5002.56 1.13 1.22 0.35 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -39.64 3031.84 41.41 4968.88 1513.5 20.00 20.00 40.00 0.13 5002.56 4969.31 1.22 0.76 0.13 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -18.21 0.00 18.21 2184.60 665.4 0.00 0.00 0.00 0.00 4969.31 2184.60 0.76 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 11: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 19 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -37.91 3668.52 40.18 4822.14 1468.8 22.00 22.00 44.00 0.16 0.00 4822.68 0.00 0.86 0.16 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -39.78 47.37 39.81 4777.56 1455.2 2.50 2.50 5.00 0.00 4822.68 4777.57 0.86 0.10 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -36.17 7050.91 40.47 4856.46 1479.3 30.50 30.50 61.00 0.31 4777.57 4857.49 0.10 1.18 0.31 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -36.17 7050.91 40.47 4856.46 1479.3 30.50 30.50 61.00 0.31 4857.49 4857.49 1.18 1.18 0.31 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -36.05 7283.99 40.49 4858.62 1479.9 31.00 31.00 62.00 0.32 4857.49 4859.68 1.18 1.20 0.32 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -34.30 10658.80 40.73 4887.33 1488.7 37.50 37.50 75.01 0.47 4859.68 4888.89 1.20 1.44 0.47 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -36.28 6821.63 40.45 4854.32 1478.6 30.00 30.00 60.00 0.30 4888.89 4855.32 1.44 1.16 0.30 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -35.67 8005.94 40.54 4865.15 1481.9 32.50 32.50 65.01 0.36 4855.32 4866.32 1.16 1.26 0.36 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -38.24 3031.84 40.12 4814.96 1466.6 20.00 20.00 40.00 0.14 4866.32 4815.41 1.26 0.78 0.14 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -16.81 0.00 16.81 2016.91 614.3 0.00 0.00 0.00 0.00 4815.41 2016.91 0.78 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 12: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 20 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -36.52 3668.52 38.94 4672.22 1423.2 22.00 22.00 44.00 0.17 0.00 4672.78 0.00 0.89 0.17 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -38.39 47.37 38.42 4610.13 1404.2 2.50 2.50 5.00 0.00 4672.78 4610.13 0.89 0.10 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -34.77 7050.91 39.33 4719.24 1437.5 30.50 30.50 61.00 0.32 4610.13 4720.31 0.10 1.22 0.32 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -34.77 7050.91 39.33 4719.24 1437.5 30.50 30.50 61.00 0.32 4720.31 4720.31 1.22 1.22 0.32 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -34.65 7283.99 39.35 4722.18 1438.4 31.00 31.00 62.00 0.33 4720.31 4723.27 1.22 1.23 0.33 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -32.90 10658.80 39.68 4761.08 1450.2 37.50 37.50 75.01 0.48 4723.27 4762.67 1.23 1.48 0.48 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -34.89 6821.63 39.30 4716.32 1436.6 30.00 30.00 60.00 0.31 4762.67 4717.35 1.48 1.20 0.31 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -34.27 8005.94 39.43 4731.05 1441.1 32.50 32.50 65.01 0.37 4717.35 4732.25 1.20 1.29 0.37 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -36.84 3031.84 38.85 4662.30 1420.1 20.00 20.00 40.00 0.14 4732.25 4662.77 1.29 0.81 0.14 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -15.41 0.00 15.41 1849.21 563.3 0.00 0.00 0.00 0.00 4662.77 1849.21 0.81 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 13: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 21 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -35.12 3668.52 37.70 4523.88 1378.0 22.00 22.00 44.00 0.18 0.00 4524.45 0.00 0.91 0.18 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -36.99 47.37 37.02 4442.72 1353.3 2.50 2.50 5.00 0.00 4524.45 4442.73 0.91 0.11 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -33.37 7050.91 38.20 4584.24 1396.4 30.50 30.50 61.00 0.33 4442.73 4585.33 0.11 1.25 0.33 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -33.37 7050.91 38.20 4584.24 1396.4 30.50 30.50 61.00 0.33 4585.33 4585.33 1.25 1.25 0.33 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -33.25 7283.99 38.23 4587.98 1397.5 31.00 31.00 62.01 0.34 4585.33 4589.11 1.25 1.27 0.34 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -31.51 10658.80 38.64 4637.32 1412.5 37.50 37.50 75.01 0.50 4589.11 4638.96 1.27 1.52 0.50 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -33.49 6821.63 38.17 4580.51 1395.2 30.00 30.00 60.00 0.32 4638.96 4581.57 1.52 1.23 0.32 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -32.88 8005.94 38.33 4599.28 1400.9 32.50 32.50 65.01 0.38 4581.57 4600.51 1.23 1.33 0.38 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -35.45 3031.84 37.59 4511.04 1374.1 20.00 20.00 40.00 0.15 4600.51 4511.52 1.33 0.83 0.15 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -14.01 0.00 14.01 1681.51 512.2 0.00 0.00 0.00 0.00 4511.52 1681.51 0.83 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 14: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 22 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -33.72 3668.52 36.48 4377.27 1333.3 22.00 22.00 44.00 0.18 0.00 4377.87 0.00 0.95 0.18 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -35.59 47.37 35.63 4275.36 1302.3 2.50 2.50 5.00 0.00 4377.87 4275.37 0.95 0.11 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -31.97 7050.91 37.10 4451.61 1356.0 30.50 30.50 61.01 0.34 4275.37 4452.73 0.11 1.29 0.34 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -31.97 7050.91 37.10 4451.61 1356.0 30.50 30.50 61.01 0.34 4452.73 4452.73 1.29 1.29 0.34 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -31.85 7283.99 37.13 4456.18 1357.4 31.00 31.00 62.01 0.35 4452.73 4457.34 1.29 1.31 0.35 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -30.11 10658.80 37.63 4516.19 1375.6 37.50 37.50 75.01 0.51 4457.34 4517.87 1.31 1.56 0.51 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -32.09 6821.63 37.06 4447.05 1354.6 30.00 30.00 60.00 0.33 4517.87 4448.14 1.56 1.27 0.33 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -31.48 8005.94 37.25 4469.97 1361.5 32.50 32.50 65.01 0.39 4448.14 4471.24 1.27 1.37 0.39 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -34.05 3031.84 36.34 4361.32 1328.5 20.00 20.00 40.00 0.15 4471.24 4361.82 1.37 0.86 0.15 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -12.62 0.00 12.62 1513.81 461.1 0.00 0.00 0.00 0.00 4361.82 1513.81 0.86 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 15: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 23 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -32.32 3668.52 35.27 4232.58 1289.2 22.00 22.00 44.00 0.19 0.00 4233.20 0.00 0.98 0.19 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -34.19 47.37 34.23 4108.03 1251.3 2.50 2.50 5.00 0.00 4233.20 4108.04 0.98 0.11 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -30.58 7050.91 36.01 4321.49 1316.3 30.50 30.50 61.01 0.35 4108.04 4322.65 0.11 1.33 0.35 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -30.58 7050.91 36.01 4321.49 1316.3 30.50 30.50 61.01 0.35 4322.65 4322.65 1.33 1.33 0.35 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -30.46 7283.99 36.06 4326.92 1318.0 31.00 31.00 62.01 0.36 4322.65 4328.12 1.33 1.35 0.36 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -28.71 10658.80 36.65 4397.78 1339.6 37.50 37.50 75.01 0.52 4328.12 4399.50 1.35 1.60 0.52 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -30.69 6821.63 35.97 4316.07 1314.7 30.00 30.00 60.01 0.34 4399.50 4317.20 1.60 1.31 0.34 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -30.08 8005.94 36.19 4343.26 1323.0 32.50 32.50 65.01 0.40 4317.20 4344.57 1.31 1.41 0.40 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -32.65 3031.84 35.11 4213.32 1283.4 20.00 20.00 40.00 0.16 4344.57 4213.83 1.41 0.89 0.16 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -11.22 0.00 11.22 1346.12 410.0 0.00 0.00 0.00 0.00 4213.83 1346.12 0.89 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento

Page 16: Calculo Mecanico 120mm2 Lp1

HIPOTESIS 4: DE MAXIMA VELOCIDAD DE VIENTOCONDUCTOR TIPO AAAC 120mm2

Estado2: Hipotesis 2 Estado1: Hipotesis 1

ESTRUCTURA T = 24 °C

Armado M N C X1 (m) X2 (m)

1 SAB 44.00 0.00 20.00 0.00 -30.93 3668.52 34.08 4089.99 1245.8 22.00 22.00 44.00 0.19 0.00 4090.63 0.00 1.01 0.19 22.00 22.00

2 TS-3 5.00 0.00 20.00 0.00 -32.80 47.37 32.84 3940.76 1200.4 2.50 2.50 5.00 0.00 4090.63 3940.76 1.01 0.12 0.00 24.50 24.50

3 PTV-1NE 61.00 0.00 20.00 0.00 -29.18 7050.91 34.95 4194.05 1277.5 30.50 30.50 61.01 0.36 3940.76 4195.24 0.12 1.37 0.36 33.00 33.00

4 PS1-3 61.00 0.00 20.00 0.00 -29.18 7050.91 34.95 4194.05 1277.5 30.50 30.50 61.01 0.36 4195.24 4195.24 1.37 1.37 0.36 61.00 61.00

5 PS1-3 62.00 0.00 20.00 0.00 -29.06 7283.99 35.00 4200.35 1279.4 31.00 31.00 62.01 0.38 4195.24 4201.58 1.37 1.39 0.38 61.50 61.50

6 PA1-3L 75.00 14.00 20.00 0.00 -27.31 10658.80 35.68 4282.18 1304.4 37.50 37.50 75.01 0.54 4201.58 4283.95 1.39 1.65 0.54 68.50 68.50

7 PA1-3L 60.00 0.00 20.00 0.00 -29.30 6821.63 34.90 4187.75 1275.6 30.00 30.00 60.01 0.35 4283.95 4188.91 1.65 1.35 0.35 67.50 67.50

8 PS1-3L 65.00 0.00 20.00 0.00 -28.68 8005.94 35.16 4219.29 1285.2 32.50 32.50 65.01 0.41 4188.91 4220.64 1.35 1.45 0.41 62.50 62.50

9 PS1-3L 40.00 0.00 20.00 0.00 -31.25 3031.84 33.89 4067.20 1238.9 20.00 20.00 40.00 0.16 4220.64 4067.73 1.45 0.92 0.16 52.50 52.50

10 PTV-1NE 0.00 0.00 20.00 0.00 -9.82 0.00 9.82 1178.42 358.9 0.00 0.00 0.00 0.00 4067.73 1178.42 0.92 0.00 0.00 20.00 20.00

Nº Estructura

Vano Adelante

Angulo (°)

Cota (m)

h (m)

σo N/mm2

To N

L (m) (35mm2)

f (m)

Tatraz N

Tadel N

θ atraz

θ adel

S (m)

Vano Peso

Vano Viento