H-132-RS-MOD2

H-132 Channel With Holes

H-132-RS-MOD2 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 Channel with holes 9/16" on 2" Centers
  • 1-5/8" X 1-5/8"
  • wt./100 ft. - 194#

Submittal Sheets_final_H-132-RS-2MOD Request Quote

Materials

H-132-RS-MOD2 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-132-RS-MOD2 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-132-RS-MOD2 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 3,480 0.01 3,480 3,480 3,480 1.9 3,850 12,240 11,940 11,480 10,960
18 2,320 0.03 2,320 2,320 2,320 2.9 3,710 11,540 10,960 10,130 9,290
24 1,740 0.06 1,740 1,740 1,740 3.9 3,530 10,690 9,850 8,740 7,710
30 1,390 0.09 1,390 1,390 1,310 4.9 3,330 9,780 8,740 7,470 6,380
36 1,160 0.13 1,160 1,160 910 5.8 3,120 8,880 7,710 6,380 5,310
42 990 0.17 990 990 670 6.8 2,910 8,020 6,800 5,470 4,430
48 870 0.23 870 770 510 7.8 2,710 7,240 6,000 4,690 3,810
60 700 0.35 660 490 330 9.7 2,340 5,910 4,690 3,630 2,960
72 580 0.51 460 340 230 11.6 2,040 4,840 3,810 2,960 2,400
84 500 0.69 340 250 170 13.6 1,800 4,040 3,200 2,480 1,980
96 430 0.9 260 190 130 15.5 1,600 3,480 2,750 2,110 1,670
108 390 1.14 200 150 100 17.5 1,440 3,050 2,400 1,820 **
120 350 1.41 160 120 80 19.4 1,290 2,700 2,110 ** **
144 290 2.03 110 90 60 23.3 1,060 2,180 1,670 ** **
168 250 2.77 80 60 40 27.2 ** 1,790 ** ** **
180 230 3.18 70 50 40 29.1 ** ** ** ** **
192 220 3.61 60 50 NR 31 ** ** ** ** **
216 190 4.57 50 40 NR 34.9 ** ** ** ** **
240 170 5.65 40 NR NR 38.8 ** ** ** ** **

# 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%