Page 43 - ZSi-Foster Product Catalog

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1- ⁄8" x 1- ⁄8" (41mm x 41mm) Channel
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16 Gauge Channel Load Data

Section Properties

16 Gauge Channel Part No. Wt./Ft. Area of X-X Axis Y-Y Axis Introduction
Lbs. Section 4 3 4 3
Sq. in.
FLORIDA STRUT VERSABAR WESANCO (Kg/M) 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
4
3
5
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1 ⁄8" x 1 ⁄8" (41mm x 41mm) 16 Gauge Channel Channel
-- VA12 -- 1.20 (1.79) 0.340 (2.20) 0.123 (5.11) 0.140 (2.29) 0.610 (1.55) 0.149 (6.20) 0.184 (3.00) 0.672 (1.70)
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1 ⁄8" x 3 ⁄4" (41mm x 83mm) 16 Gauge Back-to-Back Channel
-- VA12201 -- 2.40 (3.57) 0.681 (4.40) 0.612 (25.47) 0.377 (6.17) 0.961 (2.44) 0.299 (12.44) 0.368 (6.02) 0.672 (1.70)
1 ⁄8" x 1 ⁄8" (41mm x 41mm) 16 Gauge Channel Channel Nuts & Hardware
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Allowable Beam Loads Allowable Column Loads
Max. Deflection Uniform Load Lateral Max. Max. Column Load
Span Uniform at Load at Deflection Bracing Load Unbraced Slot Face Applied at C.G.
Load (W) (W) Span /240 Reduction Height Load K = 1.0 General Fittings
In (mm) Lbs (kN) In (mm) Lbs (kN) Rate In (mm) Lbs (kN) Lbs (kN)
12 (305) -- -- -- -- 12 (305) -- --
24 (610) 1,160 (5.2) 0.05 (1.3) 1,160 (5.2) -- 24 (610) 2,100 (9.3) 3,550 (15.8)
36 (914) 770 (3.4) 0.13 (3.3) 770 (3.4) -- 36 (914) 1,740 (7.7) 2,960 (13.2) Brackets
48 (1,219) 578 (2.6) 0.23 (5.8) 500 (2.2) -- 48 (1,219) 1,220 (5.4) 1,770 (7.9)
60 (1,524) 462 (2.1) 0.36 (9.1) 320 (1.4) -- 60 (1,524) 890 (4.0) 1,130 (5.0)
72 (1,829) 382 (1.7) 0.51 (13.0) 220 (1.0) -- 72 (1,829) 670 (3.0) 780 (3.5)
84 (2,134) 328 (1.5) 0.7 (17.8) 160 (0.7) -- 84 (2,134) 510 (2.3) 570 (2.5) Beam Clamps
96 (2,438) 287 (1.3) 0.91 (23.1) 120 (0.5) -- 96 (2,438) 400 (1.8) 440 (2.0)
108 (2,743) 255 (1.1) 1.16 (29.5) 95 (0.4) -- 108 (2,743) 320 (1.4) 350 (1.6)
120 (3,048) 230 (1.0) 1.43 (36.3) 77 (0.3) -- 120 (3,048) 270 (1.2) 290 (1.3)

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1 ⁄8" x 3 ⁄4" (41mm x 83mm) 16 Gauge Back-to-Back Channel Pipe & Conduit Supports
Allowable Beam Loads Allowable Column Loads
Max. Uniform Load Lateral Max. Max. Column Load
Span Uniform Deflection at Deflection Bracing Load Unbraced Slot Face Applied at C.G.
Load (W) at Load (W) Span /240 Reduction Height Load K = 1.0 Electrical
In (mm) Lbs (kN) In (mm) Lbs (kN) Rate In (mm) Lbs (kN) Lbs (kN) Fittings
12 (305) -- -- -- -- 12 (305) -- --
24 (610) 1,210 (5.4) * 0.01 (0.3) 1,210 (5.4) * -- 24 (610) 3,590 (16.0) 7,970 (35.5)
36 (914) 1,210 (5.4) * 0.04 (1.0) 1,210 (5.4) * -- 36 (914) 3,520 (15.7) 7,710 (34.3) Spring
48 (1,219) 1,210 (5.4) * 0.10 (2.5) 1,210 (5.4) * -- 48 (1,219) 3,440 (15.3) 7,340 (32.6) Steel
60 (1,524) 1,100 (4.9) 0.19 (4.8) 1,100 (4.9) -- 60 (1,524) 3,060 (13.6) 6,870 (30.6)
72 (1,829) 1,050 (4.7) 0.28 (7.11) 1,050 (4.7) -- 72 (1,829) 2,380 (10.6) 6,290 (28.0)
84 (2,134) 900 (4.0) 0.38 (9.7) 820 (3.6) -- 84 (2,134) 1,880 (8.4) 5,610 (25.0) Concrete
96 (2,438) 788 (3.5) 0.50 (12.7) 630 (2.8) -- 96 (2,438) 1,510 (6.7) 4,820 (21.4) Inserts
108 (2,743) 700 (3.1) 0.63 (16.0) 495 (2.2) -- 108 (2,743) 1,230 (5.5) 3,930 (17.5)
120 (3,048) 625 (2.8) 0.78 (19.8) 400 (1.8) -- 120 (3,048) 1,010 (4.5) 3,190 (14.2)
* 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
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