14.6.3.2 Sagging by Transit Methods
IEEE Guide Std. 524–1993 lists three methods of sagging conductor with a transit: ‘‘Calculated Angle of
Sight,’’ ‘‘Calculated Target Method,’’ and ‘‘Horizontal Line of Sight.’’ The method best suited to a
particular line sagging situation may vary with terrain and line design.
B
T
S
B.M
(Level Sight)
A
T + B
T = S (1 − B/4S)^2 = SK
T = Vertical distance of transit below lower support for taking level sight.
A = Horizontal distance between points of support - obtained from structure list of plan & profile.
B = Vertical distance between points of support - obtained from plan & profile, tower site data
sheets or field measurement.
S = Sag.
K = (1−B/4s)^2 –Determined from curve below.
EXAMPLE
A = 1400.0'
B = 60.0'
S = 49.1' @ 60 8 F
S = 51.2' @ 90 8 F
B/S = 60.0/49.1 = 1.22 @60 8 F B/S = 60.0 / 51.2 = 1.17 @ 90 8 F
K = 0.482 @ 60 8 F K = 0.501 @ 90 8 F
T = (49.1) (0.482) = 23.66' @ 60 8 F T = (51.2) (0.501) = 25.65' @ 90 8 F
Change in "T" for 5 8 F = (25.65−23.66) = 0.33' ( ) 305
1.0
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.0
0.0 0.5 1.0 1.5 2.0
Ratio (B/S)
"K" Factor
2.5 3.0 3.5 4.0
Sag is based on parabolic functions. If sag exceeds 5% of span, do not use this chart.
For most accurate results, use that
part of curve drawn in solid line.
FIGURE 14.18 Conductor sagging by horizontal line of sight.