Page 42 - ZSi-Foster-Product-Catalog
P. 42

W210 Channel Loads 14 Gauge - 15⁄8" x 15⁄8" (41mm x 41mm)
Section Properties
W210 - Allowable Beam Loads
   Channel Part No.
   Wt./Ft. Lbs. (Kg/M)
    Area of Section Sq. in. (Sq. cm)
   X-X Axis
 Y-Y Axis
 lx in.4
(lx cm4)
  Sx in.3
(Sx cm3)
  rx. in.
(rx. cm)
  ly in.4
(ly cm4)
  Sy in.3
(Sy cm3)
  ry in.
(ry cm)
  W210
   1.42
  0.417
   0.148
   0.169
   0.596
   0.183
   0.225
   0.662
  (2.11)
   (2.69)
  (6.16)
  (2.77)
  (1.51)
  (7.62)
  (3.69)
  (1.68)
    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
  12
 2,840
 0.01
 2,840
  2,840
  2,840
  24
 1,420
 0.06
 1,420
  1,420
  1,420
  36
 950
 0.13
 950
  950
  720
  48
 710
 0.23
 710
  610
  400
  60
 570
 0.37
 520
  390
  260
  72
 470
 0.52
 360
  270
  180
  84
 410
 0.72
 260
  200
  130
  96
 350
 0.92
 200
  150
  100
  108
  320
  1.20
  160
   120
   80
  120
   280
 1.44
   130
  100
  60
   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
  300
 12.8
 0.36
 12.8
  12.8
  12.8
  600
 6.4
 1.44
 6.4
  6.4
  6.4
  900
 4.3
 3.24
 4.3
  4.3
  3.3
  1,200
 3.2
 5.75
 3.2
  2.8
  1.9
  1,500
 2.6
 9.05
 2.4
  1.8
  1.2
  1,800
 2.1
 12.94
 1.6
  1.2
  0.8
  2,100
 1.8
 17.55
 1.2
  0.9
  0.6
  2,400
 1.6
 23.01
 0.9
  0.7
  0.4
  2,700
  1.4
  29.12
  0.7
   0.5
   0.4
  3,000
   1.3
 36.20
   0.6
  0.4
  0.3
   W210 - 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
   12
 3,110
 9,250
  9,020
  8,660
  8,250
   24
 2,880
 8,030
  7,330
  6,360
  5,420
   36
  2,460
  6,480
   5,420
   4,190
   3,210
   48
1,980
  4,990
 3,830
 2,760
 2,160
   60
 1,570
 3,740
  2,760
  2,050
  1,640
   72
 1,300
 2,860
  2,160
  1,640
  1,320
   84
 1,100
 2,310
  1,780
  1,370
  1,110
   96
 950
 1,950
  1,520
  1,170
  950
   108
  840
  1,690
   1,320
   1,030
   **
   120
 750
   1,490
  1,170
  **
  **
   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
   300
 13.8
 41.2
  40.3
  38.7
  36.9
   600
 12.9
 35.9
  32.9
  28.6
  24.5
   900
  11.1
  29.1
   24.5
   19.0
   14.6
   1,200
8.9
  22.6
 17.4
 12.5
 9.8
  1,500
 7.1
 17.0
  12.5
  9.3
  7.4
  1,800
 5.9
 13.0
  9.8
  7.4
  6.0
  2,100
 5.0
 10.5
  8.1
  6.2
  5.0
  2,400
 4.3
 8.9
  6.9
  5.3
  4.3
  2,700
 3.8
  7.7
   6.0
   4.7
   **
  3,000
3.4
   6.8
  5.3
  4.1
  **
   ** KL ⁄ r > 200
NR = Not Recommended
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.
Beam Loading of Punched Channels
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
– 42 –
www.zsi-foster.com
 
   40   41   42   43   44