Page 49 - ZF-Catalog-ZSi-Foster-08-19-R3
P. 49

   Channel Part No.
  Wt./Ft. Lbs. (Kg/M)
  Area of Section Sq. in. (Sq. cm)
  X-X Axis
 Y-Y Axis
 4 (lx cm4)
lx in.
  3 (Sx cm3)
Sx in.
  rx. in. (rx. cm)
  4 (ly cm4)
ly in.
  3 (Sy cm3)
Sy in.
  ry in. (ry cm)
  W800
W800 Channel Loads 12 Gauge - 15⁄8" x 1" (41mm x 25mm)
Section Properties
1.46 0.43 0.054 0.093 0.354 0.163 0.200 0.615
 (2.17) (2.77) (2.25) (1.52) (0.90)
W800 - Allowable Beam Loads
(6.78) (3.28) (1.56)
  Span
 Max. Uniform Load (W)
 Deflection at Load (W)
 Uniform Load at Deflection
 Span /180
 Span /240
 Span /360
 In
  Lbs
  In
  Lbs
  Lbs
  Lbs
  Span
 Max. Uniform Load (W)
 Deflection at Load (W)
 Uniform Load at Deflection
 Span /180
 Span /240
 Span /360
 mm
  kN
  mm
  kN
  kN
  kN
   12 1,560 0.02
18 1,040 0.05
24 780 0.09
30 630 0.14
36 520 0.20
42 450 0.27
48 390 0.35
60 310 0.55
72 260 0.79
84 220 1.07
12 2,220 9,730
18 2,190 9,390
24 2,150 8,920
30 2,090 8,350
36 2,020 7,700
42 1,930 7,000
48 1,820 6,280
60 1,540 4,820
72 1,280 3,490
84 1,060 2,570
** KL ⁄ r > 200
NR = Not Recommended
1,560 1,560 1,560
1,040 1,040 1,040
300 7.1
450 4.7
600 3.5
750 2.8
900 2.4
1,050 2.0
1,200 1.8
1,500 1.4
1,800 1.2
2,100 1.0
0.54 7.1
1.23 4.7
2.17 3.5
3.43 2.8
4.90 2.4
6.61 1.8
8.77 1.3
13.71 0.8
19.25 0.6
27.04 0.4
43.3 42.7
41.8 40.5
39.8 37.5
37.4 34.1
34.6 30.3
31.5 26.3
28.3 22.4
21.9 15.3
16.1 10.6
11.8 7.8
7.1 7.1
4.7 4.7
3.5 2.7
2.6 1.7
1.8 1.2
1.3 0.9
1.0 0.7
0.7 0.4
0.4 0.3
0.3 0.2
41.7 40.5
38.3 35.9
34.1 30.3
29.3 24.4
24.4 18.7
19.6 13.8
15.3 10.6
9.7 **
** **
** **
    780 780
630 570
520 390
380 290
290 220
190 140
130 100
100 70
590
380
260
190
150
90
70
50
                      W800 - Allowable Column Loads
 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
   9,590 9,350 9,070
9,070 8,580 8,010
8,400 7,600 6,730
7,600 6,500 5,370
6,730 5,370 4,090
5,820 4,290 3,010
4,930 3,320 2,310
3,320 2,120 **
2,310 ** **
1,690 ** **
300 9.9
450 9.7
600 9.6
750 9.3
900 9.0
1,050 8.6
1,200 8.2
1,500 7.0
1,800 5.8
2,100 4.8
                    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 20 -23 for other beam support conditions.
Refer to page 77 for load reduction factor for an unbraced beam length.
ZSi-Foster Engineering Catalog
Load for punched channel is obtained by multiplying the loads shown by the following reduction factors:
SS - Channel with Short Slots. . . . . . . . . . . . . . 0.90 SL - Channel with Long Slots . . . . . . . . . . . . . . 0.90 H - Channel with Holes . . . . . . . . . . . . . . . . . . . 0.95 KO - Knock-Out Channel. . . . . . . . . . . . . . . . . . 0.95
WARNING: These products can expose you to chemicals including lead, which is known to the State of California to cause cancer, and which is known to cause birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov.
Beam Loading of Punched Channels
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