Page 49 - ZSi-Foster Product Catalog

5
1- ⁄8" x 1" (41mm x 25mm) Channel
12 Gauge Channel Load Data

Section Properties

12 Gauge Channel Part No. Wt./Ft. Area of X-X Axis Y-Y Axis Introduction
Lbs. Section 4 3 4 3
FLORIDA STRUT VERSABAR WESANCO (Kg/M) Sq. in. lx in. Sx in. rx. in. ly in. Sy in. ry in.
(Sq. cm) (lx cm ) (Sx cm ) (rx. cm) (ly cm ) (Sy cm ) (ry cm)
4
3
3
4
1 ⁄8" x 1" (41mm x 25mm) 12 Gauge Channel
5
FS12100NS VA10 W800 1.46 (2.17) 0.43 (2.77) 0.054 (2.25) 0.093 (1.52) 0.354 (0.90) 0.163 (6.78) 0.200 (3.28) 0.615 (1.56) Channel
1 ⁄8" x 2" (41mm x 51mm) 12 Gauge Back-to-Back Channel
5
FS12100NSBB VA10201 W801 2.92 (4.35) 0.859 (5.54) 0.261 (10.86) 0.261 (4.28) 0.551 (1.40) 0.325 (13.53) 0.400 (6.55) 0.615 (1.56)
5
1 ⁄8" x 1" (41mm x 25mm) 12 Gauge Channel Channel Nuts & Hardware
Allowable Beam Loads Allowable Column Loads
Max. Deflection at Uniform Load Lateral Max. Max. Column Load
Span Uniform Load at Deflection Bracing Load Unbraced Slot Face Applied at C.G.
Height
Load (W) (W) Span /240 Reduction Load K = 1.0 General Fittings
In (mm) Lbs (kN) In (mm) Lbs (kN) Rate In (mm) Lbs (kN) Lbs (kN)
12 (305) 1,560 (6.9) 0.02 (0.5) 1,560 (6.9) 1.00 12 (305) 2,220 (9.9) 9,350 (41.6)
24 (610) 1,040 (4.6) 0.05 (1.3) 1,040 (4.6) 1.00 24 (610) 2,190 (9.7) 8,580 (38.2)
36 (914) 780 (3.5) 0.09 (2.3) 780 (3.5) 1.00 36 (914) 2,150 (9.6) 7,600 (33.8) Brackets
48 (1,219) 630 (2.8) 0.14 (3.6) 570 (2.5) 1.00 48 (1,219) 2,090 (9.3) 6,500 (28.9)
60 (1,524) 520 (2.3) 0.20 (5.1) 390 (1.7) 1.00 60 (1,524) 2,020 (9.0) 5,370 (23.9)
72 (1,829) 450 (2.0) 0.27 (6.9) 290 (1.3) 0.97 72 (1,829) 1,930 (8.6) 4,290 (19.1)
84 (2,134) 390 (1.7) 0.35 (8.9) 220 (1.0) 0.94 84 (2,134) 1,820 (8.1) 3,320 (14.8) Beam Clamps
96 (2,438) 310 (1.4) 0.55 (14.0) 140 (0.6) 0.91 96 (2,438) 1,540 (6.9) 2,120 (9.4)
108 (2,743) 260 (1.2) 0.79 (20.1) 100 (0.4) 0.89 108 (2,743) 1280 (5.7) **
120 (3,048) 220 (1.0) 1.07 (27.2) 70 (0.3) 0.86 120 (3,048) 1,060 (4.7) **

5
1 ⁄8" x 2" (41mm x 51mm) 12 Gauge Back-to-Back Channel Pipe & Conduit Supports
Allowable Beam Loads Allowable Column Loads
Max. Deflection Uniform Load Lateral Unbraced Max. Max. Column Load
Span Un2iform at Load at Deflection Bracing Load Height Slot Face Applied at C.G.
Load (W) (W) Span /240 Reduction Load K = 1.0
In (mm) Lbs (kN) In (mm) Lbs (kN) Rate In (mm) Lbs (kN) Lbs (kN) Electrical Fittings
12 (305) 1,520 * 0.00 1,520 * 1.00 12 (305) 5,660 18,430
24 (610) 1,520 * 0.02 1,520 * 1.00 24 (610) 5,560 17,000
36 (914) 1,520 * 0.04 1,520 * 1.00 36 (914) 5,440 15,640 Spring
48 (1,219) 1,520 * 0.07 1,520 * 0.94 48 (1,219) 5,320 14,510 Steel
60 (1,524) 1,460 0.12 1,460 0.88 60 (1,524) 5,210 13,590
72 (1,829) 1,250 0.16 1,250 0.83 72 (1,829) 5,110 11,810
84 (2,134) 1,090 0.20 1,070 0.77 84 (2,134) 4,920 10,050
96 (2,438) 870 0.32 680 0.72 96 (2,438) 4,320 6,820 Concrete Inserts
108 (2,743) 730 0.46 470 0.67 108 (2,743) 3,660 4,730
120 (3,048) 620 0.62 350 0.61 120 (3,048) 3,030 3,480

* Load limited by spot weld shear Beam Loading of Punched Channels Rooftop Supports
** KL ⁄ r > 200 Load for punched channel is obtained by multiplying the loads shown by
NR = Not Recommended the following reduction factors:
Beam loads shown are total uniform load, including the channel weight, for Channel with Short Slots ................ 0.90
a simple span supported at each end that is adequately laterally braced. Channel with Long Slots ................ 0.90
Refer to pages 36 - 37 for other beam support conditions. Channel with Holes .................... 0.95 Technical Data
Knock-Out Channel ..................... 0.95
www.zsi-foster.com – 49 –

WARNING: Cancer and Reproductive Harm Warning. For more information go to www.P65Warnings.ca.gov.