ELECTRICITY DISTRIBUTION HV&LV POLE SELECTION ⚡ LV Pole Selection 📐 LV Pole Vector Calculation 🏗️ HV&LV Common Pole Selection 📊 HV&LV Pole Vector Calculation 🔧 HV-LV Conductor Tension HV-LV COMMON POLE CONDUCTOR TENSION CALCULATION 📌 Conductor Tension For Ice Load Zone 📌 All Ice Load Zone Tension 📌 LV System Type Tension 📌 (HV+0.81xLV) Common Tension 📌 (LV+1.4375xHV) Transformer Pole T. 1-Carrier 2-C.Carrier 3-Stopper 4-C.Stopper 5-Dead-End 6-Branch 7-Distribution 8-Transformer HV&LV COMMON CARRIER (STRAIGHT) POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy 1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Wind Load: 154,4 kg Calculation For Common Steel Pole: Pole Strong Side Maximum Tension: 154,4 kg Pole Weak Side Maximum Tension.: 14,8 kg Selected Steel Pole.........................: 10I'' (243/42)kg Calculation For Common Concrete Pole: Pole Maximum Tension................: 154,4 kg Selected Concrete Pole..................: 11/2 kg Calculation For Common Concrete Pole: Pole Maximum Tension..................: 154,4 kg Selected Wooden Pole......................: 12-H (221) kg top diameter (19-21) cm Note:1- Concrete Pole 11/4 = Pole Height 11 m, strength at the top 400 kg. 2- Wooden Pole 12-L (90) Light wooden pole length 12 m, strength at the top 90 kg (L=Light, M=Medium, H=Heavy) 2- I'', U'', Long Span (50 m) I and U profile steel pole. K'' Long Span (50 m) lattice pole 3- I', U', Short Span (40 m) I ve U profile steel pole. K' Short Span (40 m) lattice pole HV&LV COMMON CORNER CARRIER POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m Angle(α) : HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) Calculation For Common Steel Pole: 1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 741,3 kg Pole Strong Side Maximum Tension...: 740,8 kg Pole Weak Side Maximum Tension....: 14,8 kg Selected Steel Pole.............................: 12U'' (868/99) kg Calculation For Common Concrete Pole: 1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 658,3 kg Pole Maximum Tension.....................: 657,8 kg Selected Concrete Pole......................: 11/7 Calculation For Common Concrete Pole: 1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 658,3 kg Pole Maximum Tension.....................: 657,8 kg Selected Wooden Pole........................: Wooden poles are not used in this conductor arrangement. HV&LV COMMON STOPPER(TERMINAL) POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV SYSTEM 2: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy 1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 741,3 kg Wind Load : 77,2 1.Bolge 3 x SWALLOW (3AWG)+ 3xPansy+Rose / Pansy Tension Force : 662,2 kg Wind Load : 70,2 Calculation For Common Steel Pole: 1-HV Stopped(Terminated)+LV Stopped(Terminated) Common Pole Selection: T1= 741,3 T2= 662,2 T2weak= 397,3 T= 344 Twind= 147,4 kg Pole must be :(344/147,4) . Selected Pole = 12I'' (750/175) 2-HV Stopped(Terminated)+LV Carried(Straight) Common Pole Selection: Ttension(3 x SWALLOW (3AWG))= 263,4 Tweak=65,8 Ttension=197,5 Twind= 147,4 kg Pole must be :(197,5/147,4) . Selected Pole= 12I'' (750/175) 3-HV Carried(Straight)+LV Stopped(Terminated) Common Pole Selection: Ttension(3xPansy+Rose / Pansy)= 492,4 Tweak=246,2 Ttension= 278,5 Twind= 147,4 kg Pole must be :(278,5/147,4) Selected Polek = 12I'' (750/175) 4-Only HV Conductor Common Pole Selection: Ttension(3 x SWALLOW (3AWG))= 263,4 Tweak=65,8 Ttension= 197,5 Twind= 56,6 kg Pole must be :(197,5/56,6) Selected Pole = 8U'' (350/94) Calculation For Common Concrete Pole: 1-HV Stopped(Terminated)+LV Stopped(Terminated) Common Pole Selection: T1= 658,3 T2= 589,8 T2weak= 353,9 T= 304,4 Twind= 147,4 kg Pole must be :(304,4/147,4) . Selected Pole = 11/3.5 2-HV Stopped(Terminated)+LV Carried(Straight) Common Pole Selection: Ttension(3 x SWALLOW (3AWG))= 235,8 Tweak=59 Ttension=176,8 Twind= 147,4 kg Pole must be :(176,8/147,4) . Selected Pole= 11/2 3-HV Carried(Straight)+LV Stopped(Terminated) Common Pole Selection: Ttension(3xPansy+Rose / Pansy)= 437,01 Tweak=218,5 Ttension= 245,5 Twind= 147,4 kg Pole must be :(245,5/147,4) . Selected Pole= 11/2.5 4-Only HV Conductor Common Pole Selection: Ttension(3 x SWALLOW (3AWG))= 235,8 Tweak=59 Ttension= 176,8 Twind= 56,6 kg Pole must be :(176,8/56,6) . Selected Pole = 11/2 *For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program. HV&LV COMMON CORNER STOPPER(TERMINAL) POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m Açı(α) : HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV SYSTEM 2: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) Calculation For Common Steel Pole: T1= 1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 741,3 kg T2= 1.Bolge 3 x SWALLOW (3AWG)+ 3xPansy+Rose / Pansy Tension Force: 662,2 kg α >=1200 whereas (For Common Steel Pole) 1-By Vector combination : Pole Strong Side Maximum Tension.: 701,3 kg Pole Weak Side Maximum Tension.: 68,5kg Selected Steel Pole..........................: 12I'' (750/175) 2-According to Unilateral Attenuation : T2= 1.Bolge 3 x SWALLOW (3AWG)+ 3xPansy+Rose / Pansy Tension Force : 662,2 kg Rx = 568,9 Ry= 297,9 R= 866,8 kg ( for lattice Pole R=Rx+Ry) Selected Steel Pole.........................................: K2'' (1300) Pole Must Be : Zayıflama hesabına göre bulunan cer daha yüksek çıktığından K2'' (1300) direği seçilmelidir. α >=1200 whereas (For Common Steel Pole) 1-By Vector combination : Rx = 410,4 Ry= 573,6 R=984 kg (Since the lattice(cage) Pole is perpendicular to the Conductor direction ) Selected Steel Pole.: K2'' (1300) 2-According to Unilateral Attenuation : Rx = 542,8 Ry= 344,2 R=887 kg (Since the lattice(cage) Pole is perpendicular to the Conductor direction ) Selected Steel Pole : K2'' (1300) Pole Must Be : Bileşke hesabına göre bulunan cer daha yüksek çıktığından K2'' (1300) direği seçilmelidir. Calculation For Common Concrete Pole: 1-By Vector combination : Rx = 363,6 Ry= 510,9 R=627,1 kg (Since the concrete pole is round, the vector combination is taken.) Selected Concrete Pole : 11/2 2-According to Unilateral Attenuation : Rx = 481,5 Ry= 306,5 R=570,8 kg (Since the concrete pole is round, the vector combination is taken) Selected Concrete Pole : 11/2 Pole Must Be : Bileşke hesabına göre bulunan cer daha yüksek çıktığından 11/2 direği seçilmelidir. *For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program. HV&LV COMMON DEAD-END POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) T1= 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy T2= 3 x SWALLOW (3AWG) Calculation For Common Steel Pole: 1-HV Carrier+LV Dead-End Pole Selection: Tcer(3xAster+Rose / Pansy)= 492,4 Tcer= 477,9 kg Trüzgar= 105,5 Pole must be :(477,9/105,5) . Selected Steel Pole = 10U'' (550/132) 2-HV Corner Carrier +LV Dead-End Pole Selection: Angle(α) : Tx= 609,7 Ty=228,2 Ttension= 837,9 Pole must be :(837,9/837,9) . Selected Steel Pole = K2'' (1300) Calculation For Common Concrete Pole: 1-HV Carrier+LV Dead-End Pole Selection: Ttension(3xAster+Rose / Pansy)= 437,01 Ttension= 422,5 kg Pole must be :(422,5) . Selected Concrete Pole = 11/5 2-HV Corner Carrier +LV Dead-End Pole Selection: Ttension= 577,8 kg Pole must be :(577,8) Selected Concrete Pole = 11/6 *For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program. HV&LV COMMON BRANCH POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV SYSTEM 2: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy 3xPansy+Rose / Pansy 1-(HV+LV) Main Line Carrier + LV Branch Calculation For Common Steel Pole: Ttension(3xAster+Rose / Pansy)= 492,4 Ttension= 398,8 kg Pole must be:(398,8) . Selected Pole = 10U'' (550/132) Calculation For Common Concrete Pole: Ttension(3xAster+Rose / Pansy)= 437,01 Ttension= 354 kg Pole must be:(354) Olmalı. Selected Pole = 11/4 2-(HV+LV) Main Line Corner Carrier + LV Braanch Angle(α1) : Angle(α2) : Calculation For Common Steel Pole: T1=T2(3 x SWALLOW (3AWG)+3xAster+Rose / Pansy)=741,3 T3(3xPansy+Rose / Pansy)=492,4 T3z=398,8 Tstrong= 1139,6 kg Tweak=0 kg Ttension= 1139,6 Pole must be :(1139,6/1139,6) . Selected Pole = K2'' (1300) Calculation For Common Concrete Pole: T1=T2(3 x SWALLOW (3AWG)+3xAster+Rose / Pansy)=658,3 T3(3xPansy+Rose / Pansy)=437,01 T3z=354 Tstrong= 1011,8 kg Tweak=0 kg Ttension= 1011,8 Pole must be:(1011,8) . Selected Pole = 11/11 *For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program. HV&LV COMMON DISTRIBUTION POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV HV LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV HV LV SYSTEM 2: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV HV LV SYSTEM 3: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) T1= T2= T3= Calculation For Common Steel Pole: T1= kg T2tension= kg T2weak=0 kg T3tension= kg Tcer= 0 kg Selected Distribution Steel Pole = 8U'' (350/94) Calculation For Common Concrete Pole: T1= kg T2= kg T2weak=0 kg T3= kg Tcer= 0 kg Selected Distribution Concrete Pole = 11/2 0 Note: If using additional crossarm pole length must be 1 m longer. *For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program. HV&LV COMMON TRANSFORMER POLE SELECTION 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m Angle(α1) : Angle(α2) : HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV HV LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV HV LV SYSTEM 2: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV HV LV SYSTEM 3: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) LV HV LV SYSTEM 4: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95) T1steel()= T1concrete= T2steel()= T2concrete= T3steel()= T3concrete= T4steel()= T4concrete= Calculation For Common Steel Pole: Tx=0 Ty=0 kg Ttension= 0 Pole must be :(0) . Selected Steel Pole = T15 Calculation For Common Concrete Pole: Tx=0 Ty=0 kg Ttension= 0 Pole must be :(0) . Selected Pole = 13/8 *For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program.
📐 LV Pole Vector Calculation
🏗️ HV&LV Common Pole Selection
📊 HV&LV Pole Vector Calculation
🔧 HV-LV Conductor Tension
HV-LV COMMON POLE CONDUCTOR TENSION CALCULATION 📌 Conductor Tension For Ice Load Zone 📌 All Ice Load Zone Tension 📌 LV System Type Tension 📌 (HV+0.81xLV) Common Tension 📌 (LV+1.4375xHV) Transformer Pole T.
HV&LV COMMON CARRIER (STRAIGHT) POLE SELECTION
1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m
HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95)
3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy
1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Wind Load: 154,4 kg
Calculation For Common Steel Pole:
Pole Strong Side Maximum Tension: 154,4 kg
Pole Weak Side Maximum Tension.: 14,8 kg
Selected Steel Pole.........................: 10I'' (243/42)kg
Pole Maximum Tension................: 154,4 kg
Selected Concrete Pole..................: 11/2 kg
Selected Wooden Pole......................: 12-H (221) kg top diameter (19-21) cm
Note:
2- Wooden Pole 12-L (90) Light wooden pole length 12 m, strength at the top 90 kg (L=Light, M=Medium, H=Heavy)
2- I'', U'', Long Span (50 m) I and U profile steel pole. K'' Long Span (50 m) lattice pole
3- I', U', Short Span (40 m) I ve U profile steel pole. K' Short Span (40 m) lattice pole
HV&LV COMMON CORNER CARRIER POLE SELECTION
1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone
1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 741,3 kg
Pole Strong Side Maximum Tension...: 740,8 kg
Pole Weak Side Maximum Tension....: 14,8 kg
Selected Steel Pole.............................: 12U'' (868/99) kg
Calculation For Common Concrete Pole:
1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 658,3 kg
Pole Maximum Tension.....................: 657,8 kg
Selected Concrete Pole......................: 11/7
Selected Wooden Pole........................: Wooden poles are not used in this conductor arrangement.
HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95)
LV SYSTEM 2: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95)
1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 741,3 kg Wind Load : 77,2
1.Bolge 3 x SWALLOW (3AWG)+ 3xPansy+Rose / Pansy Tension Force : 662,2 kg Wind Load : 70,2
1-HV Stopped(Terminated)+LV Stopped(Terminated) Common Pole Selection:
T1= 741,3 T2= 662,2 T2weak= 397,3 T= 344 Twind= 147,4 kg Pole must be :(344/147,4) . Selected Pole = 12I'' (750/175)
2
Ttension(3 x SWALLOW (3AWG))= 263,4 Tweak=65,8 Ttension=197,5 Twind= 147,4 kg Pole must be :(197,5/147,4) . Selected Pole= 12I'' (750/175)
3-HV Carried(Straight)+LV Stopped(Terminated) Common Pole Selection:
Ttension(3xPansy+Rose / Pansy)= 492,4 Tweak=246,2 Ttension= 278,5 Twind= 147,4 kg Pole must be :(278,5/147,4) Selected Polek = 12I'' (750/175)
4
Ttension(3 x SWALLOW (3AWG))= 263,4 Tweak=65,8 Ttension= 197,5 Twind= 56,6 kg Pole must be :(197,5/56,6) Selected Pole = 8U'' (350/94)
T1= 658,3 T2= 589,8 T2weak= 353,9 T= 304,4 Twind= 147,4 kg Pole must be :(304,4/147,4) . Selected Pole = 11/3.5
Ttension(3 x SWALLOW (3AWG))= 235,8 Tweak=59 Ttension=176,8 Twind= 147,4 kg Pole must be :(176,8/147,4) . Selected Pole= 11/2
Ttension(3xPansy+Rose / Pansy)= 437,01 Tweak=218,5 Ttension= 245,5 Twind= 147,4 kg Pole must be :(245,5/147,4) . Selected Pole= 11/2.5
Ttension(3 x SWALLOW (3AWG))= 235,8 Tweak=59 Ttension= 176,8 Twind= 56,6 kg Pole must be :(176,8/56,6) . Selected Pole = 11/2
*For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program.
T1= 1.Bolge 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy Tension Force : 741,3 kg
T2= 1.Bolge 3 x SWALLOW (3AWG)+ 3xPansy+Rose / Pansy Tension Force: 662,2 kg
α >=1200 whereas (For Common Steel Pole)
1-By Vector combination :
Pole Strong Side Maximum Tension.: 701,3 kg
Pole Weak Side Maximum Tension.: 68,5kg
Selected Steel Pole..........................:
2-According to Unilateral Attenuation :
T2= 1.Bolge 3 x SWALLOW (3AWG)+ 3xPansy+Rose / Pansy Tension Force : 662,2 kg
Rx = 568,9 Ry= 297,9 R= 866,8 kg ( for lattice Pole R=Rx+Ry)
Selected Steel Pole.........................................: K2'' (1300)
Pole Must Be : Zayıflama hesabına göre bulunan cer daha yüksek çıktığından K2'' (1300) direği seçilmelidir.
Rx = 410,4 Ry= 573,6 R=984 kg (Since the lattice(cage) Pole is perpendicular to the Conductor direction )
Selected Steel Pole.: K2'' (1300)
Rx = 542,8 Ry= 344,2 R=887 kg (Since the lattice(cage) Pole is perpendicular to the Conductor direction )
Selected Steel Pole : K2'' (1300)
Pole Must Be : Bileşke hesabına göre bulunan cer daha yüksek çıktığından K2'' (1300) direği seçilmelidir.
Rx = 363,6 Ry= 510,9 R=627,1 kg (Since the concrete pole is round, the vector combination is taken.)
Selected Concrete Pole : 11/2
Rx = 481,5 Ry= 306,5 R=570,8 kg (Since the concrete pole is round, the vector combination is taken)
Pole Must Be : Bileşke hesabına göre bulunan cer daha yüksek çıktığından 11/2 direği seçilmelidir.
T1= 3 x SWALLOW (3AWG)+ 3xAster+Rose / Pansy T2= 3 x SWALLOW (3AWG)
1-HV Carrier+LV Dead-End Pole Selection:
Tcer(3xAster+Rose / Pansy)= 492,4 Tcer= 477,9 kg Trüzgar= 105,5 Pole must be :(477,9/105,5) . Selected Steel Pole = 10U'' (550/132)
2-HV Corner Carrier +LV Dead-End Pole Selection:
Angle(α) :
Tx= 609,7 Ty=228,2 Ttension= 837,9 Pole must be :(837,9/837,9) . Selected Steel Pole = K2'' (1300)
Ttension(3xAster+Rose / Pansy)= 437,01 Ttension= 422,5 kg Pole must be :(422,5) . Selected Concrete Pole = 11/5
Ttension= 577,8 kg Pole must be :(577,8) Selected Concrete Pole = 11/6
3xPansy+Rose / Pansy
1-(HV+LV) Main Line Carrier + LV Branch
Ttension(3xAster+Rose / Pansy)= 492,4 Ttension= 398,8 kg Pole must be:(398,8) . Selected Pole = 10U'' (550/132)
Ttension(3xAster+Rose / Pansy)= 437,01 Ttension= 354 kg Pole must be:(354) Olmalı. Selected Pole = 11/4
Angle(α1) : Angle(α2) :
T1=T2(3 x SWALLOW (3AWG)+3xAster+Rose / Pansy)=741,3 T3(3xPansy+Rose / Pansy)=492,4 T3z=398,8 Tstrong= 1139,6 kg Tweak=0 kg
Ttension= 1139,6 Pole must be :(1139,6/1139,6) . Selected Pole = K2'' (1300)
T1=T2(3 x SWALLOW (3AWG)+3xAster+Rose / Pansy)=658,3 T3(3xPansy+Rose / Pansy)=437,01 T3z=354 Tstrong= 1011,8 kg Tweak=0 kg
Ttension= 1011,8 Pole must be:(1011,8) . Selected Pole = 11/11
HV SYSTEM: 3 x SWALLOW (3AWG) 3 x RAVEN (3x1/0) 3 x PIGEON (3x3/0) 3 x PARTRIDGE (266.800) 3 x OSTRICH (300 MCM) 3 x HAWK (477.000) LV HV LV SYSTEM 1: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95)
LV HV LV SYSTEM 2: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95)
LV HV LV SYSTEM 3: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95)
T3=
T1=
Selected Distribution Steel Pole = 8U'' (350/94)
T1= kg T2= kg T2weak=0 kg T3= kg Tcer= 0 kg Selected Distribution Concrete Pole = 11/2 0 Note: If using additional crossarm pole length must be 1 m longer. *For more detailed tension calculations and pole selections: You can access the Vector Calculations based on Angle and Attenuation and Joint Pole and Transformer Pole Selection program.
Selected Distribution Concrete Pole = 11/2 0
Note: If using additional crossarm pole length must be 1 m longer.
LV HV LV SYSTEM 4: 2xRose 3xRose 4xRose 5xRose 6xRose 3xPansy+Rose / Pansy 3xPansy+2 Rose / Pansy 3xAster+Rose / Pansy 3xAster+2 Rose / Pansy 3xOxlip+Rose / Aster 3xOxlip+2 Rose / Aster AER 3x25+1x16(*)+(35) AER 3x35+1x16(*)+(50) AER 3x50+1x16(*)+(70) AER 3x70+1x16(*)+(95) AER (S) 1x16+25 AER 1x16+1x16(*)+(25) AER (S) 3x16+(25) AER (S) 3x16+1x16(*)+(25) AER 1x25+(35) AER (S) 3x25+(35) AER 1x35+(50) AER (S) 3x35+(50) AER (S) 3x50+(70) AER (S) 3x70+(95) AER (S) 3x120+(95) AER 3x120+1x16(*)+(95)
T1steel()= T1concrete=
T3steel()= T3concrete=
T4steel()= T4concrete=
Tx=0 Ty=0 kg
Ttension= 0 Pole must be :(0) . Selected Steel Pole = T15
Ttension= 0 Pole must be :(0) . Selected Pole = 13/8