Page 16 - Channel Loads

3⁄8"
X
10 mm
15⁄8" 7⁄8"
41mm 22mm
W210H - 14 Gauge Channel
15⁄8" x 15⁄8" (41mm x 41mm) with 9⁄16" holes on 17⁄8" centers.
15⁄8" 0.73"
X 41mm 19mm
YY
W210H Section Properties
1 .42 0 .417 0 .148 0 .169 0 .596 0 .183 0 .225
(2.11) (2.69) (6.16) (2.77) (1.51) (7.62) (3.69)
Wt.. Lbs./Ft. (Kg/M)
Area of Section
2
(cm2)
in.
X-X Axis
Y-Y Axis
4
(cm4)
lx in.
3
(cm3)
Sx in.
rx. in.
(cm)
4
(m4)
ly in.
3
(cm3)
Sy in.
ry in.
(cm)
Span
Max. Uniform Load
Defl. at Load
Uniform Load at Deflection
Lateral Bracing Reduction
Span /180
Span /240
Span /360
In
Lbs
In
Lbs
Lbs
Lbs
Span
Max. Uniform Load
Defl. at Load
Uniform Load at Deflection
Lateral Bracing Reduction
Span /180
Span /240
Span /360
mm
kN
mm
kN
kN
kN
12 2,698 0 .01
24 1,349 0 .06
W210H - Allowable Beam Loads
2,698 2,698 2,698 1 .00 300 12.2 0.36 12.2 12.2
12.2
6.1
3.1
1.8
1.1
0.8
0.6
0.4
0.3
0.3
38.7
28.6
19.0
12.5
9.3
7.4
6.2
5.3
4.7
4.1
0 .662
(1.68)
1.00 1.00 0.89 0.77 0.67 0.58 0.50 0.45 0.41 0.39
36.9
24.5
14.6
9.8
7.4
6.0
5.0
4.3
KL/r >200
KL/r >200
36 903
48 675
60 542
72 447
84 390
96 333
108 304
120 266
12
24
36
48
60
72
84
96
108
120
0 .13
0 .23
0 .37
0 .52
0 .72
0 .92
1 .20
1 .44
1,349 1,349 1,349 0 .99 600 6.1 1.44 6.1
903 903 684 0 .88 900 4.1 3.24 4.1
675 580 380 0 .77 1,200 3.0 5.75 3.0
494 371 247 0 .66 1,500 2.5 9.05 2.2
6.1
4.1
2.7
1.7
1.2
0.8
0.7
0.5
0.4
40.3
32.9
24.5
17.4
12.5
9.8
8.1
6.9
6.0
5.3
342 257 171 0 .57 1,800 2.0 12.94
247 190 124 0 .50 2,100 1.7 17.55
190 143 95 0 .45 2,400 1.5 23.01
152 114 76 0 .41 2,700 1.4 29.12
124 95 57 0 .38 3,000 1.2 36.20
W210H - Allowable Column Loads
1.6
1.1
0.9
0.7
0.5
41.2
35.9
29.1
22.6
17.0
13.0
10.5
8.9
7.7
6.8
Unbraced Height
Max. Slot Face Load
Max. Column Load Applied at C.G.
K = 0.65
K = 0.80
K = 1.0
K = 1.2
In
Lbs
Lbs
Lbs
Lbs
Lbs
Unbraced Height
Max. Slot Face Load
Max. Column Load Applied at C.G.
K = 0.65
K = 0.80
K = 1.0
K = 1.2
mm
kN
kN
kN
kN
kN
3110
2880
2460
1980
1570
1300
1100
950
840
750
9250 9020 8660
8030 7330 6360
6480 5420 4190
4990 3830 2760
3740 2760 2050
2860 2160 1640
2310 1780 1370
1950 1520 1170
1690 1320 1030
1490 1170 KL/r >200
8250
5420
3210
2160
1640
1320
1110
950
KL/r >200
KL/r >200
300 13.8
600 12.9
900 11.1
1,200 8.9
1,500 7.1
1,800 5.9
2,100 5.0
2,400 4.3
2,700 3.8
3,000 3.4
Beam loads shown are total uniform load, including the channel weight, for a simple span supported at each end that is adequately laterally braced. Refer to pages 3 - 6 for other beam support conditions.
– 16 –
zsi-foster.com ZSi-Foster Channel Load Data