Longitudinal Loading on Crossarm Assemblies

The Rural Utilities Service (RUS) recently re-evaluated the mechanical loading on RUS standard distribution crossarm assemblies. The results of this re-evaluation are documented in a forthcoming RUS Bulletin 1724E-151, "Mechanical Loading on Distribution Crossarms," that contains equations, data and explanatory information. As a result of this work, the "allowable longitudinal loading" values shown in the design parameters on the drawings of RUS Bulletin 1728F-803, "Specifications and Drawings for 24.9/14.4 kV Line Construction," are being revised using the following equations and methodology.

Borrowers are encouraged to use the values for the "permitted unbalanced conductor tension" in the following Tables 1 and 2 instead of the "allowable longitudinal load" values given for the crossarm assemblies on the 24.9/14.4 kV construction drawings.

Applied vertical loads need to be considered when determining the permitted longitudinal loading of crossarm deadend assemblies. The following mathematical relationship, which relate vertical and longitudinal loading, has to be satisfied to avoid overstressing the wood fibers of crossarms:

The following applies to RUS standard distribution, deadend, crossarm assemblies:


(See Diagram 1 below.)

The units of measure of the above four groups of terms are "ft-lbs." Note that all of the calculations apply to one-half of the crossarm assembly (on either the right or left side of the pole looking parallel to the line). Each conductor attachment location, at a distance D1 or D2 from the center of the assembly, has either one conductor attached ("into" the assembly) or has two back-to-back conductors attached (one "into" and one "out from" the assembly).Following are the definitions and values of the variables in the above equations:

       
Mv = 7,650 Vertical crossarm moment (capacity) (ft-lbs)
Mh = 5,060 Longitudinal crossarm moment (capacity) (ft-lbs)
MLW = 1,000 Load moment attributed to weight of lineworker (ft-lbs)
Fs = 0.85 Strength Factor (2002 NESC Table 261-1A) - Grade C
  = 0.65 Strength Factor (2002 NESC Table 261-1A) - Grade B
FOLV = 1.90 Overload factor - Vertical (2002 NESC Table 253-1) - Grade C
  = 1.50 Overload factor - Vertical (2002 NESC Table 253-1) - Grade B
FOLL = 1.30 Overload factor - Longitudinal (2002 NESC Table 253-1) - Grade C
  = 1.65 Overload factor - Longitudinal (2002 NESC Table 253-1) - Grade B
D1 = 1.75 Distance to nearest conductors on 10-foot crossarm assemblies (ft)
D2 = 4.50 Distance to farthest conductors on 10-foot crossarm assemblies (ft)
D1 = 3.50 Distance to conductor(s) on 8-foot crossarm assemblies (ft)
Wi =   Vertical unit weight of conductor plus NESC ice and wind loads (lbs/ft)
Sin =   One-half of the total span length "into" the assembly (ft)
Sout =   One-half of the total span length "out from" the assembly (ft)
N =   Number of crossarms
Lin =   Tension of each conductor "into" the assembly (lbs)
Lout =   Tension of each conductor "out from" the assembly (lbs)

For purposes of simplifying mechanical loading calculations, the following assumptions and approximations are made:

After applying the above assumptions and substitutions, the equation can be simplified and re-written as:

(ft-lbs)

This equation can be solved for "L" as a function of all of the other variables in the equation. Tables 1 and 2 show the calculated permitted unbalanced conductor tensions ("L") for several commonly used distribution conductors versus three different weight spans ("S"), for standard RUS crossarm deadend assemblies and NESC Grade C construction.

If you would like more information or have any questions, please contact Jim Bohlk, Electrical Engineer, Distribution Branch, at 202-720-1967 or at jbohlk@rus.usda.gov.

TABLE 1

PERMITTED UNBALANCED CONDUCTOR TENSION (Lbs/Phase)*

SINGLE and DOUBLE DEADEND ASSEMBLIES; 1 PHASE EACH SIDE OF POLE - NESC Grade  C

 

  2 CROSSARMS
WEIGHT SPANS** (feet)
3 CROSSARMS
WEIGHT SPANS** (feet)
CONDUCTOR SIZE Vertical Loading (lbs/ft) 200 300 400 200 300 400
    NESC LIGHT LOADING DISTRICT (0.00" Ice; 9 lb Wind)
4 ACSR (7/1) 0.0670 1,730 1,720 1,710 2,670 2,670 2,660
2 ACSR (6/1) 0.0913 1,720 1,710 1,700 2,670 2,660 2,650
123.3 AAAC (7) 0.1157 1,720 1,710 1,700 2,660 2,650 2,640
1/0 ACSR (6/1) 0.1452 1,710 1,700 1,680 2,660 2,640 2,630
2/0 ACSR (6/1) 0.1831 1,700 1,690 1,670 2,650 2,630 2,610
3/0 ACSR (6/1) 0.2309 1,700 1,670 1,650 2,640 2,620 2,600
246.9 AAAC (7) 0.2318 1,700 1,670 1,650 2,640 2,620 2,600
4/0 ACSR (6/1) 0.2911 1,680 1,660 1,630 2,630 2,600 2,570
312.8 AAAC (19) 0.2936 1,680 1,650 1,630 2,630 2,600 2,570
336.4 ACSR (18/1) 0.3653 1,670 1,630 1,600 2,610 2,580 2,540
    NESC MEDIUM LOADING DISTRICT (0.25" Ice; 4 lb Wind)
4 ACSR (7/1) 0.2247 1,700 1,670 1,650 2,640 2,620 2,600
2 ACSR (6/1) 0.2673 1,690 1,660 1,640 2,630 2,610 2,580
123.3 AAAC (7) 0.3172 1,680 1,650 1,620 2,620 2,590 2,560
1/0 ACSR (6/1) 0.3467 1,670 1,640 1,610 2,620 2,580 2,550
2/0 ACSR (6/1) 0.3998 1,660 1,620 1,590 2,610 2,570 2,530
3/0 ACSR (6/1) 0.4647 1,650 1,610 1,560 2,600 2,550 2,510
246.9 AAAC (7) 0.4846 1,650 1,600 1,550 2,590 2,540 2,500
4/0 ACSR (6/1) 0.5439 1,630 1,580 1,530 2,580 2,530 2,470
312.8 AAAC (19) 0.5709 1,630 1,570 1,520 2,570 2,520 2,460
336.4 ACSR (18/1) 0.6557 1,610 1,550 1,490 2,560 2,490 2,430
    NESC HEAVY LOADING DISTRICT (0.50" Ice; 4 lb Wind)
4 ACSR (7/1) 0.5379 1,640 1,580 1,530 2,580 2,530 2,480
2 ACSR (6/1) 0.5989 1,620 1,570 1,510 2,570 2,510 2,450
123.3 AAAC (7) 0.6741 1,610 1,540 1,480 2,550 2,490 2,420
1/0 ACSR (6/1) 0.7036 1,600 1,540 1,470 2,550 2,480 2,410
2/0 ACSR (6/1) 0.7719 1,590 1,520 1,440 2,540 2,460 2,390
3/0 ACSR (6/1) 0.8539 1,570 1,490 1,410 2,520 2,440 2,350
246.9 AAAC (7) 0.8927 1,570 1,480 1,390 2,510 2,430 2,340
4/0 ACSR (6/1) 0.9520 1,560 1,460 1,370 2,500 2,410 2,320
312.8 AAAC (19) 1.0037 1,550 1,450 1,350 2,490 2,390 2,300
336.4 ACSR (18/1) 1.1015 1,530 1,420 1,310 2,470 2,370 2,260

 
NOTES: Reduce tabulated tensions by 40% for NESC Grade B construction.
*(Lbs/Phase) means tension difference at each point on crossarms where conductors are attached.
**Weight span equals 1/2 span length into assembly plus 1/2 span length out from assembly.
Weight Span for single deadend assembies only equals 1/2 span length into assembly.
Calculations assume all conductors same size and type as largest conductor and level spans.
Assemblies have been multiplied by strength factor of 0.85 (2002 NESC Table 261-1A).

TABLE 2

PERMITTED UNBALANCED CONDUCTOR TENSION (Lbs/Phase)*

DOUBLE DEADEND ASSEMBLIES; 2 PHASES EACH SIDE OF POLE - NESC Grade  C

 

  2 CROSSARMS
WEIGHT SPANS** (feet)
3 CROSSARMS
WEIGHT SPANS** (feet)
CONDUCTOR SIZE Vertical Loading (lbs/ft) 200 300 400 200 300 400
    NESC LIGHT LOADING DISTRICT (0.00" Ice; 9 lb Wind)
4 ACSR (7/1) 0.0670 960 950 950 1,490 1,480 1,480
2 ACSR (6/1) 0.0913 950 950 940 1,480 1,480 1,470
123.3 AAAC (7) 0.1157 950 940 930 1,480 1,470 1,460
1/0 ACSR (6/1) 0.1452 940 930 920 1,470 1,460 1,450
2/0 ACSR (6/1) 0.1831 940 920 900 1,470 1,450 1,430
3/0 ACSR (6/1) 0.2309 930 910 880 1,460 1,440 1,410
246.9 AAAC (7) 0.2318 930 900 880 1,460 1,430 1,410
4/0 ACSR (6/1) 0.2911 920 890 860 1,450 1,420 1,390
312.8 AAAC (19) 0.2936 920 890 860 1,450 1,420 1,390
336.4 ACSR (18/1) 0.3653 900 870 830 1,430 1,400 1,360
    NESC MEDIUM LOADING DISTRICT (0.25" Ice; 4 lb Wind)
4 ACSR (7/1) 0.2247 930 910 890 1,460 1,440 1,420
2 ACSR (6/1) 0.2673 920 890 870 1,450 1,420 1,400
123.3 AAAC (7) 0.3172 910 880 850 1,440 1,410 1,380
1/0 ACSR (6/1) 0.3467 900 870 840 1,430 1,400 1,370
2/0 ACSR (6/1) 0.3998 890 860 820 1,420 1,390 1,350
3/0 ACSR (6/1) 0.4647 880 840 790 1,410 1,370 1,320
246.9 AAAC (7) 0.4846 880 830 780 1,410 1,360 1,310
4/0 ACSR (6/1) 0.5439 870 810 760 1,400 1,340 1,290
312.8 AAAC (19) 0.5709 860 810 750 1,390 1,340 1,280
336.4 ACSR (18/1) 0.6557 850 780 720 1,380 1,310 1,250
    NESC HEAVY LOADING DISTRICT (0.50" Ice; 4 lb Wind)
4 ACSR (7/1) 0.5379 870 820 760 1,400 1,350 1,290
2 ACSR (6/1) 0.5989 860 800 740 1,390 1,330 1,270
123.3 AAAC (7) 0.6741 840 780 710 1,370 1,300 1,240
1/0 ACSR (6/1) 0.7036 840 770 700 1,370 1,300 1,230
2/0 ACSR (6/1) 0.7719 820 750 670 1,350 1,280 1,200
3/0 ACSR (6/1) 0.8539 810 720 640 1,340 1,250 1,170
246.9 AAAC (7) 0.8927 8000 710 630 1,330 1,240 1,160
4/0 ACSR (6/1) 0.9520 790 700 600 1,320 1,230 1,130
312.8 AAAC (19) 1.0037 780 680 580 1,310 1,210 1,110
336.4 ACSR (18/1) 1.1015 760 650 550 1,290 1,800 1,080

 
NOTES: Reduce tabulated tensions by 40% for NESC Grade B construction.
*(Lbs/Phase) means tension difference at each point on crossarms where conductors are attached.
**Weight span equals 1/2 span length into assembly plus 1/2 span length out from assembly.
Calculations assume all conductors same size and type as largest conductor and level spans.
Assemblies have been multiplied by strength factor of 0.85 (2002 NESC Table 261-1A).
Applied loads have been multiplied by overload factors (2002 NESC Table 253-1).