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.
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2 CROSSARMS WEIGHT SPANS** (feet) |
3 CROSSARMS WEIGHT SPANS** (feet) |
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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). |
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2 CROSSARMS WEIGHT SPANS** (feet) |
3 CROSSARMS WEIGHT SPANS** (feet) |
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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). |