PROYECTO : LINEA PRIMARIA - 13,.2 KV (MRT) SANTA RITA - CALLO

TABLA DE TENSADO DEL CONDUCTOR PRINCIPALCONDUCTORAAAC-35

HIPOTESIS I Vel.Viento (Km/h) : Temperatura (°C) : % Tiro EDS :TEMPLADO 0 14 16

N° Armado VIR (m) Vano (m) Desnivel(m) Temp(°C)-> 9 10 11 12 13 14 15 16 17 18 191 PSEC-0P Tiro Der.(N) 2,009.21 1,963.30 1,917.49 1,871.79 1,826.21 1,780.77 1,735.47 1,690.33 1,645.37 1,600.61 1,556.05

38.17 38.17 -14.62 Flecha(m) 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.12 0.12 0.12Tiro H.(N) 1,869.91 1,827.03 1,784.25 1,741.57 1,699.01 1,656.57 1,614.27 1,572.12 1,530.13 1,488.32 1,446.71

2 PA3-0 Tiro Izq.(N) 1,995.72 1,949.81 1,904.00 1,858.31 1,812.73 1,767.29 1,721.99 1,676.85 1,631.89 1,587.12 1,542.572 PA3-0 Tiro Der.(N) 1,935.47 1,901.48 1,867.99 1,835.02 1,802.57 1,770.68 1,739.33 1,708.55 1,678.35 1,648.72 1,619.69

126.07 126.07 -42.9 Flecha(m) 1.07 1.09 1.11 1.13 1.15 1.17 1.19 1.21 1.23 1.26 1.28Tiro H.(N) 1,812.67 1,780.47 1,748.75 1,717.52 1,686.79 1,656.57 1,626.88 1,597.72 1,569.11 1,541.05 1,513.54

3 PA3-0 Tiro Izq.(N) 1,895.91 1,861.92 1,828.43 1,795.46 1,763.02 1,731.12 1,699.77 1,668.99 1,638.79 1,609.16 1,580.133 PA3-0 Tiro Der.(N) 1,768.24 1,762.07 1,755.96 1,749.91 1,743.91 1,737.97 1,732.08 1,726.24 1,720.46 1,714.74 1,709.06

467.32 467.32 -85.83 Flecha(m) 15.19 15.25 15.31 15.36 15.42 15.47 15.53 15.58 15.63 15.69 15.74Tiro H.(N) 1,686.60 1,680.48 1,674.42 1,668.41 1,662.47 1,656.57 1,650.73 1,644.95 1,639.21 1,633.53 1,627.90

4 PA3-0 Tiro Izq.(N) 1,689.09 1,682.92 1,676.81 1,670.76 1,664.76 1,658.82 1,652.93 1,647.10 1,641.32 1,635.59 1,629.924 PA3-0 Tiro Der.(N) 1,746.62 1,738.86 1,731.19 1,723.61 1,716.11 1,708.69 1,701.36 1,694.11 1,686.93 1,679.84 1,672.82

409.18 409.18 -56.07 Flecha(m) 11.51 11.56 11.61 11.67 11.72 11.77 11.82 11.88 11.93 11.98 12.03Tiro H.(N) 1,694.39 1,686.65 1,679.01 1,671.44 1,663.97 1,656.57 1,649.26 1,642.03 1,634.87 1,627.80 1,620.80

5 PSEC-0P Tiro Izq.(N) 1,694.92 1,687.16 1,679.49 1,671.90 1,664.40 1,656.99 1,649.65 1,642.40 1,635.23 1,628.14 1,621.12

PROYECTO : LP13.2KV Callo.DLTPLANILLA DE ESTRUCTURAS TIPO 1Hipotesis : MAXIMA TEMPERATURA Tipo Tipo Progresiva Cota Vetice Angulo

N° Estructura Conductor (m) (m) Deflexión1 PSEC-0P AAAC-35 0 32332 PA3-0 AAAC-35 38.17 3218.38 V-1 -37°58'10.03"3 PA3-0 AAAC-35 164.24 3175.48 V-2 37°29'22.98"4 PA3-0 AAAC-35 631.56 3089.65 V-3 19°12'56.02"5 PSEC-0P ‰Sp¸PœY,Ý 1040.74 3033.58

Vano N° Tipo Vano Vano N° y Tipo N° Adelante(m) Soportes Soporte Peso(m) Viento(m) Retenidas Contrapesos

38.17 1 12/6D 108.09 19.08 - 0126.07 1 12/6D 280.85 82.12 - 0467.32 1 12/6D 343.94 296.7 - 0409.18 1 12/6D 355.39 438.25 - 0

0 1 12/6D -23.52 204.59 - 0

AmortiguadorAmortiguadorAmortiguador Puesta a Tipo de CP CG CS Tierra Cimentación

0 0 0 NoPat -0 0 0 NoPat -0 0 0 NoPat -0 0 0 NoPat -0 0 0 NoPat -