H-142-OSA

H-142 Back to Back Welded Channel With Slots

H-142-OSA strut channels are manufactured by a series of forming dies, or rolls, which progressively cold work the strip steel into the desired channel configuration. This method produces a cross section of uniform dimensions within a tolerance of plus or minus 0.015", on outside dimensions.

  • 12 Gauge Back to Back Welded Channel with Slots 9/16" X 1-1/8" on 2" Centers
  • 2-3/4" X 1-5/8"
  • wt./100 ft. - 342#

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Materials

H-142-OSA strut channels are produced from prime structural steel covered by the following specifications.

  • Pre-Galvanized Steel - ASTM A-653
  • Plain Steel - ASTM A-1011-04-SS
  • Aluminum (Type 6063T6) - ASTM B-221
  • Stainless Steel (Type 304 & 316) - ASTM A-240
  • Other materials and specifications available on request.

Finishes

All 'H-142-OSA strut channels are stocked in pre-galvanized and powder coated Supr-Green. Some sizes are stocked in zinc trivalent chromium, PVC or hot dipped galvanized.

  • Hot Dipped Galvanized - ASTM A-123
  • Zinc Trivalent Chromium - ASTM B-633-85
  • Powder Coated Supr-Green - ASTM B-117
  • PVC Coating 40 ML Thickness - Available Upon Request

Loading Data

  1. When calculating load at center of span, multiply load from table by 0.5 and deflection by 0.8.
  2. When calculating beam and column loads for aluminum, multiply by 33%.
  3. See Table 1 for additional technical data.

Notes

  • Other materials, finishes, lengths and configurations are available upon request. Please contact us for other product availability.

Technical Information

H-142-OSA strut channels are produced and stocked in 10' and 20' lengths with a tolerance of ± 1/8".

  • Other lengths are available upon request.
Span or Unbraced Height(in) Static Beam Load (X-X Axis) Max. Allowable Load at Slot Face(lbs) Column Loading Data
Max Allowable Uniform Load(lbs) Deflection at Uniform Load(in) Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection(lbs) Span/240 Deflection(lbs) Span/360 Deflection(lbs) Weight of Channel(lbs) k=.65(lbs) k=.80(lbs) k=1.0(lbs) k=1.2(lbs)
12 2,660 0.02 2,660 2,660 2,660 1.8 3,450 11,080 10,810 10,390 9,940
18 1,770 0.04 1,770 1,770 1,770 2.6 3,310 10,450 9,940 9,220 8,510
24 1,330 0.07 1,330 1,330 1,330 3.5 3,140 9,700 8,980 8,060 7,220
30 1,060 0.1 1,060 1,060 860 4.4 2,960 8,930 8,060 7,030 6,140
36 890 0.15 890 890 600 5.3 2,780 8,170 7,220 6,140 5,260
42 760 0.2 760 660 440 6.2 2,600 7,470 6,480 5,400 4,510
48 670 0.26 670 500 340 7 2,430 6,840 5,830 4,750 3,890
60 530 0.41 430 320 220 8.8 2,110 5,760 4,750 3,710 3,010
72 440 0.59 300 220 150 10.6 1,830 4,870 3,890 3,010 2,340
84 380 0.81 220 160 110 12.3 1,600 4,130 3,260 2,470 **
96 330 1.06 170 130 80 14.1 1,410 3,550 2,790 1,890 **
108 300 1.34 130 100 70 15.8 1,230 3,100 2,340 ** **
120 270 1.65 110 80 50 17.6 1,070 2,740 1,890 ** **
144 220 2.38 70 60 40 21.1 ** 1,990 ** ** **
168 190 3.23 50 40 30 24.6 ** ** ** ** **
180 180 3.71 50 40 NR 26.4 ** ** ** ** **
192 170 4.22 40 30 NR 28.2 ** ** ** ** **
216 150 5.35 NR NR NR 31.7 ** ** ** ** **
240 130 6.6 NR NR NR 35.2 ** ** ** ** **

# Bearing Load may limit load | ** Not recommended - KL/r exceeds 200

Notes:

  • 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.
  • Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
  • 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%, RS-MOD (3⁄4 holes) by 85%, KO by 82%, OS2.5 by 86%