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 LV COMMON CARRIER (STRAIGHT) POLE SELECTION Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m 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) 3xAster+Rose / Pansy 3xAster+Rose / Pansy 3.Ice Load Zone 3xAster+Rose / Pansy Wind Load: 120,8 kg Calculation For Steel Pole: Pole Strong Side Maximum Tension.........: 120,8 kg Pole Weak Side Maximum Tension...........: 17,8 kg Selected Steel Pole.....................................: 8I (231/44) kg Calculation For Concrete Pole: Pole Maximum Tension........................................: 120,8 kg Seçilen Beton Direk................................................: 9.30/1.5 kg Calculation For Wooden Pole: Pole Maximum Tension...................................: 120,8 kg Selected Wooden Pole......................................: 10-M (146) kg top diameter (15-17) cm Not:1- Concrete Pole 11/4 = Pole Height 11 m, strength at the top 400 kg. 2- Wooden Pole 10-L (88) Light wooden pole length 10 m, strength at the top 88 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- Ik, Uk, Short Span (40 m) Ik ve Uk profile steel pole. Kk Short Span (40 m) lattice pole LV CORNER CARRIER POLE SELECTION Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m Angle(α) : 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 Steel Pole: 3.Ice Load ZoneTension Force : 890,2 kg Pole Strong Side Maximum Tension.................: 889,6 kg Pole Weak Side Maximum Tension...................: 17,8 kg Selected Steel Pole.............................................: 12U (1086//170) kg Calculation For Concrete Pole: 3.Ice Load Zone Tension Force.....: 1016,8 kg Pole Maximum Tension.........................: 1016,1 kg Selected Concrete Pole..............................................: 9.30/11 kg Calculation For Wooden Pole: 3.Ice Load Zone 3xAster+Rose / PansyTension Force.......: 1016,8 kg Pole Maximum Tension..............................................: 1016,1 kg Selected wooden Pole.................................................: Wooden poles are not used in this conductor arrangement. LV STOPPER(TERMINAL) POLE SELECTION: Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m LV System1: 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) 3xAster+Rose / Pansy 3xPansy+Rose / Pansy 3.Ice Load Zone 3xAster+Rose / Pansy Tension Force : 890,2 kg Wind Load : 60,4 3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force : 789,5 kg Wind Load : 51,8 Calculation For Steel Pole: T1= 890,2 T2= 789,5 T2weak= 394,8 T= 495,4 Twind= 112,2 kg Pole must be :(495,4/112,2) Selected Pole = 10I (500/160) Calculation For Concrete Pole: T1= 1016,8 T2= 895,8 T2weak= 447,9 T= 568,9 Twind= 112,2 kg Pole must be :(568,9/112,2) Selected Pole = 9.30/6 *For more detailed tension calculation and pole selections: You can access the Vector Calculations based on Angle and Attenuation and LV Pole and Transformer Pole Selection program. LV CORNER STOPPER(TERMINAL) POLE SELECTION: Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span:50 m 40 m Angle(α) : 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 Steel Pole: T1= 3.Ice Load Zone 3xAster+Rose / Pansy Tension Force : 890,2 kg T2= 3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force: 789,5 kg Calculation For Steel Pole: 1-By Vector combination : Pole Strong Side Maximum Tension.: 844,7 kg Pole Weak Side Maximum Tension...: 87,2kg Selected Steel Pole...........................: 12I (900/230) 2-According to Unilateral Attenuation : T2= 3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force : 789,5 kg Rx = 429 Ry= 642,7 Rlattice= 1071,7 kg (for lattice Pole R=Rx+Ry) RAtype= (772,7/429) =kg Selected Lattice(cage pole) Steel Pole....: K2 (2000) Selected A type Steel Pole.......................: Bu tepe kuvvetine ait Atipi direk bulunmamaktadır. Pole must be : Since the Tension found according to the Unilateral Attenuation calculation is higher K2 (2000) Pole Selected Calculation For Concrete Pole: 1-By Vector combination : Pole Maximum Tension.........................: 962,4 kg Selected Concrete Pole..........................: 9.30/10 2-Unilateral Attenuation : T2= 3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force: 895,8 kg Rx = 492,7 Ry= 732,6 Rconcrete= 882,9 kg Selected Concrete Pole...........................................: 9.30/9 Pole must be: Since the Tension found according to the By Vector combination calculation is higher9.30/10 Pole Selected *For more detailed tension calculation and pole selections: You can access the Vector Calculations based on Angle and Attenuation and LV Pole and Transformer Pole Selection program. LV DEAD-END POLE SELECTION: Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m 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) T1= 3xAster+Rose / Pansy Calculation For Steel Pole: Ttension(3xAster+Rose / Pansy)= 890,2 Ttension= 890,2 kg Twind= 60,4 Pole must be :(890,2/60,4) Selected Pole = 12I (900/230) Calculation For Concrete Pole: Ttension(3xAster+Rose / Pansy)= 1016,81 Ttension= 1016,8 kg Twind= 60,4 Pole must be :(1016,8) Selected Pole = 9.30/11 *For more detailed tension calculation and pole selections: You can access the Vector Calculations based on Angle and Attenuation and LV Pole and Transformer Pole Selection program. LV BRANCH POLE SELECTION: Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m 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) 3xAster+Rose / Pansy 3xAster+Rose / Pansy 3xPansy+Rose / Pansy 1-Straight: Calculation For Steel Pole: Ttension1,2(3xAster+Rose / Pansy)= 890,2 Ttensionx=0 Ttension3(3xPansy+Rose / Pansy)= 789,5 kg Ttension3y= 789,5 Pole must be :(789,5) Selected Pole = 12I (900/230) Calculation For Concrete Pole: Ttension(3xAster+Rose / Pansy)= 895,82 Ttensionx=0 Ttension3(3xPansy+Rose / Pansy)= 895,8 kg Ttension3y= 895,8 Pole must be :(895,8) Selected Pole = 9.30/9 2-Angle: Angle(α1) : Angle(α2) : Calculation For Steel Pole: T1=T2(3xAster+Rose / Pansy)=890,2 T3(3xPansy+Rose / Pansy)=789,5 T3z=789,5 Tstrong= 1679,1 kg Tweak=0 kg Ttension= 1679,1 Pole must be :(1679,1/1679,1) Selected Pole = K2 (2000) Calculation For Concrete Pole: T1=T2(3xAster+Rose / Pansy)=1016,8 T3(3xPansy+Rose / Pansy)=895,82 T3weak=895,8 Tstrong= 1911,9 kg Tweak=0 kg Ttension= 1911,9 Pole must be :(1911,9) Selected Pole = 9.30/20 *For more detailed tension calculation and pole selections: You can access the Vector Calculations based on Angle and Attenuation and LV Pole and Transformer Pole Selection program. LV DISTRIBUTION POLE SELECTION: Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m 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) 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= 3xAster+Rose / Pansy T2=3xPansy+Rose / Pansy T3=5xRose Calculation For Steel Pole: T1=890,2 kg T2tension=789,5 kg T2weak=394,8 kg T3tension=633,8 kg Ttension= 1129,2 kg Selected Steel Pole= K2 (2000) Calculation For Concrete Pole: T1=1016,8 kg T2=895,8 kg T2weak=447,9 kg T3=709,1 kg Tcer= 772,9 kg Selected Concrete Pole = 9.30/8 772,9 Note: If additional HV traverse(crossarm) is used, the concrete pole length will be taken as 1 m longer. *For more detailed tension calculation and pole selections: You can access the Vector Calculations based on Angle and Attenuation and LV 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.
LV COMMON CARRIER (STRAIGHT) POLE SELECTION
Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone
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)
3xAster+Rose / Pansy 3xAster+Rose / Pansy
3.Ice Load Zone
3xAster+Rose / Pansy Wind Load: 120,8 kg
Calculation For Steel Pole:
Pole Strong Side Maximum Tension.........: 120,8 kg
Pole Weak Side Maximum Tension...........: 17,8 kg
Selected Steel Pole.....................................: 8I (231/44) kg
Calculation For Concrete Pole:
Pole Maximum Tension........................................: 120,8 kg
Seçilen Beton Direk................................................: 9.30/1.5 kg
Pole Maximum Tension
Selected Wooden Pole......................................: 10-M (146) kg top diameter (15-17) cm
Not:
2-
2- I, U, Long Span (50 m) I and U profile steel pole. K Long Span (50 m) lattice pole
3- Ik, Uk, Short Span (40 m) Ik ve Uk profile steel pole. Kk Short Span (40 m) lattice pole
3.Ice Load ZoneTension Force : 890,2 kg
Pole Strong Side Maximum Tension.................: 889,6 kg
Pole Weak Side Maximum Tension...................: 17,8 kg
Selected Steel Pole.............................................: 12U (1086//170) kg
3.Ice Load Zone Tension Force.....: 1016,8 kg
Pole Maximum Tension.........................: 1016,1 kg
Selected Concrete Pole..............................................: 9.30/11 kg
Calculation For Wooden Pole:
3.Ice Load Zone 3xAster+Rose / PansyTension Force.......: 1016,8 kg
Pole Maximum Tension..............................................: 1016,1 kg
Selected wooden Pole.................................................: Wooden poles are not used in this conductor arrangement.
LV System1: 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)
3xAster+Rose / Pansy 3xPansy+Rose / Pansy
3.Ice Load Zone 3xAster+Rose / Pansy Tension Force : 890,2 kg Wind Load : 60,4
3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force : 789,5 kg Wind Load : 51,8
T1= 890,2 T2= 789,5 T2weak= 394,8 T= 495,4 Twind= 112,2 kg Pole must be :(495,4/112,2) Selected Pole = 10I (500/160)
T1= 1016,8 T2= 895,8 T2weak= 447,9 T= 568,9 Twind= 112,2 kg Pole must be :(568,9/112,2) Selected Pole = 9.30/6
*For more detailed tension calculation and pole selections: You can access the Vector Calculations based on Angle and Attenuation and LV Pole and Transformer Pole Selection program.
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)
T1= 3.Ice Load Zone 3xAster+Rose / Pansy Tension Force : 890,2 kg
T2= 3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force: 789,5 kg
1-By Vector combination :
Pole Strong Side Maximum Tension.: 844,7 kg
Pole Weak Side Maximum Tension...: 87,2kg
Selected Steel Pole...........................:
2-According to Unilateral Attenuation :
T2= 3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force : 789,5 kg
Rx = 429 Ry= 642,7 Rlattice= 1071,7 kg (for lattice Pole R=Rx+Ry) RAtype= (772,7/429) =kg
Selected Lattice(cage pole) Steel Pole....: K2 (2000)
Selected A type Steel Pole.......................: Bu tepe kuvvetine ait Atipi direk bulunmamaktadır.
Pole must be : Since the Tension found according to the Unilateral Attenuation calculation is higher K2 (2000) Pole Selected
Pole Maximum Tension.........................: 962,4 kg
Selected Concrete Pole..........................:
2-Unilateral Attenuation :
T2= 3.Ice Load Zone 3xPansy+Rose / Pansy Tension Force: 895,8 kg
Rx = 492,7 Ry= 732,6 Rconcrete= 882,9 kg
Selected Concrete Pole...........................................: 9.30/9
Pole must be: Since the Tension found according to the By Vector combination calculation is higher9.30/10 Pole Selected
T1= 3xAster+Rose / Pansy
Ttension(3xAster+Rose / Pansy)= 890,2 Ttension= 890,2 kg Twind= 60,4 Pole must be :(890,2/60,4) Selected Pole = 12I (900/230)
Ttension(3xAster+Rose / Pansy)= 1016,81 Ttension= 1016,8 kg Twind= 60,4 Pole must be :(1016,8) Selected Pole = 9.30/11
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)
3xPansy+Rose / Pansy
1-Straight:
Ttension1,2(3xAster+Rose / Pansy)= 890,2 Ttensionx=0 Ttension3(3xPansy+Rose / Pansy)= 789,5 kg Ttension3y= 789,5 Pole must be :(789,5)
Selected Pole = 12I (900/230)
Ttension(3xAster+Rose / Pansy)= 895,82 Ttensionx=0 Ttension3(3xPansy+Rose / Pansy)= 895,8 kg Ttension3y= 895,8 Pole must be :(895,8)
Selected Pole = 9.30/9
2-Angle:
Angle(α1) : Angle(α2) :
T1=T2(3xAster+Rose / Pansy)=890,2 T3(3xPansy+Rose / Pansy)=789,5 T3z=789,5 Tstrong= 1679,1 kg Tweak=0 kg
Ttension= 1679,1 Pole must be :(1679,1/1679,1) Selected Pole = K2 (2000)
T1=T2(3xAster+Rose / Pansy)=1016,8 T3(3xPansy+Rose / Pansy)=895,82 T3weak=895,8 Tstrong= 1911,9 kg Tweak=0 kg
Ttension= 1911,9 Pole must be :(1911,9) Selected Pole = 9.30/20
Ice Load Zone: 1.Ice Load Zone 2.Ice Load Zone 3.Ice Load Zone 4.Ice Load Zone Pole Span: 50 m 40 m
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=5xRose
T1=
Selected Steel Pole= K2 (2000)
Calculation For Concrete Pole: T1=1016,8 kg T2=895,8 kg T2weak=447,9 kg T3=709,1 kg Tcer= 772,9 kg
T1=1016,8 kg T2=895,8 kg T2weak=447,9 kg T3=709,1 kg Tcer= 772,9 kg
Selected Concrete Pole = 9.30/8 772,9
Note: If additional HV traverse(crossarm) is used, the concrete pole length will be taken as 1 m longer.