Page 69 - ZF-Catalog-ZSi-Foster-08-19-R3
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W150 Channel Loads 12 Gauge - 15⁄8" x 31⁄4" (41mm x 83mm)
   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)
  W150
3.07
(4.57)
0.902
(5.82)
Section Properties
1.113 0.639 1.111 0.435
(46.33) (10.47) (2.82) (18.11)
W150 - Allowable Beam Loads
0.536
(8.78)
0.695
(1.77)
   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 10,720
24 5,360
36 3,570
48 2,680
60 2,140
72 1,790
84 1,530
96 1,340
108 1,190
120 1,070
0.01
10,720 10,720 10,720
300 48.4 0.18
600 24.2 0.72
900 16.1 1.63
1,200 12.1 2.89
1,500 9.7 4.52
1,800 8.1 6.53
2,100 6.9 8.88
2,400 6.0 11.56
2,700 5.4 14.64
3,000 4.8 18.10
48.4 48.4 48.4
24.2 24.2 24.2
16.1 16.1 16.1
12.1 12.1 12.1
9.7 9.7 8.9
8.1 8.1 6.2
6.9 6.9 4.5
6.0 5.2 3.5
5.4 4.1 2.8
4.4 3.3 2.2
86.3 82.6 78.2
68.5 58.2 48.2
48.2 35.0 25.8
31.4 21.9 16.7
21.9 15.7 12.3
16.7 12.3 9.8
13.5 10.2 8.3
11.3 8.7 7.2
9.8 7.7 6.3
8.7 6.9 **
  0.03 5,360
0.07 3,570
0.12 2,680
0.18 2,140
0.27 1,790
0.36 1,530
0.47 1,340
0.59 1,190
0.73 970
5,360
3,570
2,680
2,140
1,790
1,490
1,140
900
730
5,360
3,570
2,680
1,940
1,350
990
760
600
490
                  W150 - 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
   12 6,230
24 5,730
36 4,740
48 3,590
60 2,740
72 2,160
84 1,760
96 1,500
108 1,310
120 1,170
** KL ⁄ r > 200
NR = Not Recommended
Beam loads shown are total uniform load,
a simple span supported at each end that
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
19,910 19,360 18,480
16,950 15,250 12,890
13,190 10,630 7,650
9,570 6,870 4,800
6,690 4,800 3,460
4,990 3,660 2,710
3,960 2,970 2,250
3,280 2,500 1,930
2,800 2,170 1,700
2,460 1,930 1,520
17,490
10,630
5,660
3,660
2,710
2,170
1,830
1,580
1,400
**
300 27.8 88.7
600 25.6 75.9
900 21.3 59.5
1,200 16.2 43.5
1,500 12.5 30.6
1,800 9.8 22.7
2,100 8.0 18.0
2,400 6.8 14.9
2,700 5.9 12.7
3,000 5.3 11.1
Beam Loading of Punched Channels
                            including the channel weight, for is adequately laterally braced.
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.
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