Charlotte, NC
Office: 704-375-0776 | Fax: 704-375-2419
925 tuckaseege Rd. charlotte, nc 28208

Power-Utility Products Co.

Norfolk, VA
Office: 757-627-6800 | Fax: 757-627-5719
1416 Ballentine Blvd. norfolk, va 23504

AS - 122

Call to order - 704-375-0776
Notes:  Stock in pre-galvanized, plain, powder coated Super-Green in 10 & 20 ft lengths.  Also available in Stainless Steel 304 & 316 alloys.  Other materials, finishes and lengths are available upon request.

Weight:  Wt/100 Ft: 254

Section Properties
Wt./Ft. Lbs Area of Section Sq. In. X-X Axis I in4 X-X Axis S in3 X-X r in. X-X Axis I in4 Y-Y Axis S in3 Y-Y Axis r in.
2.54 0.72 0.53 0.396 0.854 0.334 0.411 0.681
  • I = Moment of Inertia
  • S = Section Modulus
  • r = Radius of Gyration
Static Beam Loads
Span Max Allow. Uniform Load Defl. at Uniform Load Uniform Load at. Span/180 Defl. Uniform Load at Defl. Span/240 Defl. Uniform Load at Defl. Span/360 Defl. Weight of Channel Lateral Bracing Reduction Factor
12 6,640 0.01 6,640 6,640 6,640 2.5 1.00
18 4,430 0.02 4,430 4,430 4,430 3.8 1.00
24 3,320 0.04 3,320 3,320 3,320 5.1 0.99
30 2,660 0.06 2,660 2,660 2,660 6.4 0.94
36 2,210 0.09 2,210 2,210 2,210 7.6 0.88
42 1,900 0.12 1,900 1,900 1,870 8.9 0.82
48 1,660 0.15 1,660 1,660 1,430 10.2 0.77
60 1,330 0.24 1,330 1,330 920 12.7 0.67
72 1,110 0.35 1,110 960 640 15.2 0.58
84 950 0.47 940 700 470 17.8 0.50
96 830 0.62 720 540 360 20.3 0.45
108 740 0.78 570 420 280 22.9 0.42
120 660 0.97 460 340 230 25.4 0.39
144 550 1.39 320 240 160 30.5 0.35
168 470 1.89 230 180 120 35.6 0.32
180 440 2.17 200 150 100 38.1 0.31
192 420 2.47 180 130 90 40.6 0.30
216 370 3.13 140 110 70 45.7 0.28
240 330 3.86 110 90 60 50.8 0.26
Column Loading Data
Unbraced Height Max Allow. Load at Slot Face Max Column Load @ C.G. k=0.65 Max Column Load @ C.G. k=0.80 Max Column Load @ C.G. k=1.00 Max Column Load @ C.G. k=1.20
12 5,050 15,940 15,530 14,880 14,140
18 4,870 14,970 14,140 12,920 11,640
24 4,630 13,750 12,500 10,790 9,160
30 4,350 12,390 10,790 8,770 7,020
36 4,030 11,000 9,160 7,020 5,360
42 3,700 9,650 7,680 5,590 4,320
48 3,350 8,400 6,390 4,620 3,630
60 2,770 6,240 4,620 3,450 2,770
72 2,360 4,790 3,630 2,770 2,260
84 2,070 3,890 3,010 2,330 1,910
96 1,850 3,290 2,580 2,020 1,650
108 1,670 2,860 2,260 1,770 1,440
120 1,520 2,530 2,020 1,580 **
144 1,290 2,070 1,650 ** **
168 1,110 1,750 1,380 ** **
180 ** 1,620 ** ** **
192 ** 1,510 ** ** **
216 ** ** ** ** **
240 ** ** ** ** **

#Bearing Load may limit load

NR = Not Recommended

**Not recommended - KL/r exceeds 200


Notes

  1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
  2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at mid span at a single point, multiply the beam capacity by 50% and deflection by 80%.
  3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
    • OS by 88%
    • OS3 by 90%
    • RS ( 9/16 holes ) by 88%
    • RS3 ( 9/16 holes ) by 88%
    • RS-MOD ( 3/4 holes ) by 85%
    • RS-MOD2 ( 9/16 holes ) by 88%
    • KO by 82%
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