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ELECTRICITY OVERHEAD DISTRIBUTION LINE  LV  POLE VECTOR CALCULATIONS POLE SELECTION

 

Vector Count

Main Parameters

Tension Type
Pole Span

Line System and Angle

Decrease
No
LV/HV
Line System
Angle (α)
Apply
Decrease  (None):
1-
Reference (180°)
2-
°
3-
°
4-
°

Tension Force Calculated Table

Line No / System T Steel (kg) T Cocrete (kg)
1- (3 x SWALLOW (3AWG)+3xAster+Rose / Pansy) 1523,3 1725,4
2- (3 x SWALLOW (3AWG)+3xPansy+Rose / Pansy) 1422,6 1604,4
3- (5xRose) 633,8 709,1
4- (3xAster+Rose / Pansy) 890,2 1016,8

Related Modules & Calculations

SVG Vector Diagram HD Dynamic Resolution

1-1523,3  2-1422,6  3-633,8  4-890,2

Calculation Outputs and Direct Selection Results

TRANSFORMER POLE ANALYSIS

For  Steel Pole

Tx = 1076,8 kg
Ty = 619,5 kg
Tcer Force: 1696,3
Pole Must Be: (1696,3)
Selected Pole: T25

For Concrete Pole

Tx = 1227,2 kg
Ty = 713,4 kg
Tcer Force: 1419,5
Pole Must Be: (1419,5)
Selected pole: 13/16

LV POLE ANALISIS

LV  Pole Selection

Steel Pole Option K2 (2000)  
Concrete Pole Option 11/15  
Not:Note: If additional high-voltage crossarm are used, the concrete pole length should be 1 meter longer.

SVG Vektör Kapanış Animasyonu Dinamik Çizim