Page 42 - ZSi-Foster Product Catalog

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

Section Properties

14 Gauge Channel Part No. Wt./Ft. Area of X-X Axis Y-Y Axis
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)
3
4
4
3
5
1 ⁄8" x 1 ⁄8" (41mm x 41mm) 14 Gauge Channel
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FS14158NS VA2 W210 1.42 (2.11) 0.417 (2.69) 0.148 (6.16) 0.169 (2.77) 0.596 (1.51) 0.183 (7.62) 0.225 (3.69) 0.662 (1.68)
1 ⁄8" x 3 ⁄4" (41mm x 83mm) 14 Gauge Back-to-Back Channel
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FS14158NSBB VA2201 W211 2.84 (4.23) 0.834 (5.38) 0.739 (30.76) 0.455 (7.46) 0.942 (2.39) 0.365 (15.19) 0.450 (7.37) 0.662 (1.68)
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1 ⁄8" x 1 ⁄8" (41mm x 41mm) 14 Gauge Channel
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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
In (mm) Lbs (kN) In (mm) Lbs (kN) Rate In (mm) Lbs (kN) Lbs (kN)
12 (305) 2,840 (12.6) 0.01 (0.25) 2,840 (12.6) 1.00 12 (305) 3,110 (13.8) 8,660 (38.5)
24 (610) 1,420 (6.3) 0.06 (1.52) 1,420 (6.3) 0.99 24 (610) 2,880 (12.8) 6,360 (28.3)
36 (914) 950 (4.2) 0.13 (3.30) 950 (4.2) 0.88 36 (914) 2,460 (10.9) 4,190 (18.6)
48 (1,219) 710 (3.2) 0.23 (5.84) 610 (2.7) 0.77 48 (1,219) 1980 (8.8) 2,760 (12.3)
60 (1,524) 570 (2.5) 0.37 (9.40) 390 (1.7) 0.66 60 (1,524) 1,570 (7.0) 2,050 (9.1)
72 (1,829) 470 (2.1) 0.52 (13.21) 270 (1.2) 0.57 72 (1,829) 1,300 (5.8) 1,640 (7.3)
84 (2,134) 410 (1.8) 0.72 (18.29) 200 (0.9) 0.50 84 (2,134) 1,100 (4.9) 1,370 (6.1)
96 (2,438) 350 (1.6) 0.92 (23.37) 150 (0.7) 0.45 96 (2,438) 950 (4.2) 1,170 (5.2)
108 (2,743) 320 (1.4) 1.2 (30.48) 120 (0.5) 0.41 108 (2,743) 840 (3.7) 1,030 (4.6)
120 (3,048) 280 (1.2) 1.44 (36.58) 100 (0.4) 0.38 120 (3,048) 750 (3.3) **

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1 ⁄8" x 3 ⁄4" (41mm x 83mm) 14 Gauge Back-to-Back Channel
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
In (mm) Lbs (kN) In (mm) Lbs (kN) Rate In (mm) Lbs (kN) Lbs (kN)
12 (305) 1,600 * 0.00 1,600 * 1.00 12 (305) 5,140 (22.9) 18,700 (83.2)
24 (610) 1,600 * 0.01 1,600 * 1.00 24 (610) 5,040 (22.4) 16,860 (75.0.)
36 (914) 1,600 * 0.04 1,600 * 1.00 36 (914) 4,890 (21.8) 14,760 (65.7)
48 (1,219) 1,600 * 0.11 1,600 * 0.98 48 (1,219) 4,720 (21.0) 12,920 (57.5)
60 (1,524) 1,530 0.20 1,530 0.93 60 (1,524) 4,500 (20.0) 11,480 (51.1)
72 (1,829) 1,270 0.28 1,270 0.87 72 (1,829) 4,230 (18.8) 9,280 (41.3)
84 (2,134) 1,090 0.39 1,090 0.81 84 (2,134) 3,890 (17.3) 7,080 (31.5)
96 (2,438) 950 0.50 950 0.76 96 (2,438) 3,490 (15.5) 5,420 (24.1)
108 (2,743) 850 0.64 800 0.70 108 (2,743) 3,060 (13.6) 4,280 (19.0)
120 (3,048) 760 0.78 650 0.64 120 (3,048) 2,690 (12.0) 3,470 (15.4)

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