[ Home Page ] HIGH VOLTAGE OVERHEAD LINE TENSION CALCULATION

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Conductor Name

Turkey is divided into five ice load zone. 5.zone (very few regions) extremely harsh condition.Calculations are given separately for the five ice loads given here.

 Outside Diameter                           = d (mm)   12,75
 Cross-Section                                 = S (mm2)   99,23
 Conductor Unit Weighteight          = P0 (kg/m)   0,3429
 Rated Tensile Strength                  = Tk (kg)   3030
 Initial Modulus of Elasticity           = Ei (kg/mm2)   6500
 Final Modulus of Elasticity             = Es (kg/mm2)   8000
 Coefficient of Thermal Expansion  =  β (1/0C)   0,0000191 
 Maximum Tension                          = σm (kg/mm2)   11                              (Galvanized steel pole 1.Zone : 9,21          )
 Total Maximum Tension                 = Tm (kg)   1091,53                     (Galvanized steel pole 1.Zone :  913,91         )
 1.Zone  2.Zone  3.Zone  4.Zone 5.Zone
 One Ice Zone Load                           = kd = Pb (kg/m)  0,7141  1,0712  1,7854  4,2849
 With One Ice Zone Load Weight     = P1=P0+P (kg/m)  1,057  1,4141  2,1283  4,6278
 Two Ice Zone Load                           = 2.k√d = 2.Pb (kg/m)  1,4282  2,1424  3,5708  8,5698
 With Two Ice Zone Load Weight     = Pn=P0+2.P (kg/m)  1,7711  2,4853  3,9137  8,9127
 Average Span Length                       = aort (m)   220 220   220   220  
 Critical Span Length                         = akr (m)   121,77   73,91   76,18   55,63   25,32
 Maximum Temparature                    = tmax (0C)   +50  +45   +40   +40   +40
 Minimum Temparature                     = tmin (0C)   -10   -15   -25   -30   -30
 Critical Temparature                         = tkr (0C)  46,83   43,64   49,53   55,39   61,66
 Maximum Design Tension                 +5 0C + % 100 Wind   - 5 0C + % 100 Ice
 Maximum Sag   +50 0C   +45 0C   +40 0C  +40 0C +40 0C
 Wind Load                                       = Pw  = c.q.f (kg/m)   0,7433
 √[(%100.Pw)2+P0 2]                     = Pn  (kg/m)   0,8186
√[(%70.Pw)2+P0 2]                        = Pn  (kg/m)   0,6231
√[(%42.Pw)2+P0 2]                        = Pn  (kg/m)   0,4637
 %100 Ice and Wind Load               = Pbw100  = c.q.f (kg/m)   1,3515
 %200 Ice and Wind Load              = Pbw200  = c.q.f (kg/m)   2,0272
 √[(Pbw100)2+(P0 +Pb)2]     = Pnw  (kg/m) (%100 ice+wind)     1,7158  1,9561  2,5212  4,8211
 √[(Pbw200)2+(P0 +Pb)2]     = Pnw  (kg/m) (%200 ice+wind)     2,6919  3,2072  4,4076  9,1403

 

 

*Wind load is not taken into account in High Voltage Electricity Distribution Overhead Line calculations when the conductor wire is icy. It is obvious that wind will blow even in icy conditions. Here, with Pbw, 100% wind is applied to the conductor.
The force was calculated assuming a load. The total load on the conductor was calculated using Pnw. Especially in places where winter conditions are harsh, pole collapses are
This force must be taken into account in order to prevent it.
**Critical Temparature tkr (0C) :Since the distribution of poles on the land should be made according to the situation where the maximum sag will occur, the maximum sag is; It is necessary to calculate whether it will occur at maximum temperature or under additional load.There is a temperature that gives a sag equal to the sag in the icy state, and this temperature is called the critical temperature.

***Critical Span Length akr (m):In power distribution lines, maximum tension occurs either under additional load or at minimum ambient temperature. There is a span that separates these two situations where maximum tension occurs, and this span is called the critical span.

 

  1.Zone 2.Zone 3.Zone  4.Zone  5.Zone      
Conductor Tension (PIGEON (3x3/0)) :  1091,53 (913,91)  1091,53  1091,53  1091,53  1091,53      
                 
%100 Ice and no wind Tension (PIGEON (3x3/0)) : 1.Zone 2.Zone 3.Zone  4.Zone  5.Zone      
1m:  0,7433  1,057  1,4141  2,1283  4,6278      
50m:  37,165  52,85  70,705  106,415  231,39      
100m:  74,33  105,7  141,41  212,83  462,78      
150m:  111,495  158,55  212,115  319,245  694,17      
200m:  148,66  211,4  282,82  425,66  925,56      
250m:  185,825  264,25  353,525  532,075  1156,95      
300m:  222,99  317,1  424,23  638,49  1388,34      
350m:  260,155  369,95  494,935  744,905  1619,73      
400m:  297,32  422,8  565,64  851,32  1851,12      
                 
   1m   50 m  100 m   150 m   200 m   250 m   300 m   350 m
Wind Load  (PIGEON (3x3/0)) :  0,7433  37,165  74,3  111,495  148,66  185,825  222,99  260,155
%100 in icy condition wind load Tension(PIGEON (3x3/0)) :  1,3515  67,575  135,15  202,725  270,3  337,875  405,45  473,025
%200 in icy condition wind load Tension(PIGEON (3x3/0)) :   2,0272  101,36  202,72  304,08  405,44  506,8  608,16  709,52
                 
%100 Ice and Wind Total Load  Tension  (PIGEON (3x3/0)) : 1.Zone 2.Zone 3.Zone  4.Zone  5.Zone      
1m:  1,7158  1,9561  2,5212  4,8211      
50m:    85,79  97,805  126,06  241,055      
100m:    171,58  195,61  252,12  482,11      
150m:    257,37  293,415  378,18  723,165      
200m:    343,16  391,22  504,24  964,22      
250m:    428,95  489,025  630,3  1205,275      
300m:    514,74  586,83  756,36  1446,33      
350m:    600,53  684,635  882,42  1687,385      
%200 Ice and Wind load total Tension  (PIGEON (3x3/0)) : 1.Zone 2.Zone 3.Zone  4.Zone  5.Zone      
1m:    2,6919  3,2072  4,4076  9,1403      
50m:    134,595  160,36  220,38  457,015      
100m:    269,19  320,72  440,76  914,03      
150m:    403,785  481,08  661,14  1371,045      
200m:    538,38  641,44  881,52  1828,06      
250m:    672,975  801,8  1101,9  2285,075      
300m:    807,57  962,16  1322,28  2742,09      
350m:    942,165  1122,52  1542,66  3199,105