Page 17 - ZSi-Foster Channel Loads
P. 17

W210SL - 14 Gauge Channel


                      5
                              5
                                                           13
                     1 ⁄8" x 1 ⁄8" (41mm x 41mm) with  ⁄32" x 3" Long Slots on 4" centers.



                   5
                  1 ⁄8"                       41mm
                   7 ⁄8"                      22mm
            3 ⁄8"                       10
                                        mm
                             5
             X              1 ⁄8"        X              41mm
                         0.73"                       19mm

                   Y                            Y                            W210SL Section Properties
                                                                         Area of
                                                                   Wt..              X-X Axis           Y-Y Axis
                                                                  Lbs./Ft.   Section
                                                                          in.
                                                                            2
                                                                  (Kg/M)        lx in. 4   Sx in. 3  rx. in. ly in. 4  Sy in. 3  ry in.
                                                                          (cm )  (cm )  (cm )  (cm)  (m )  (cm )  (cm)
                                                                             2
                                                                                                     4
                                                                                                            3
                                                                                   4
                                                                                         3
                                                                   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)
                                               W210SL - Allowable Beam Loads
                   Max.    Defl.   Uniform Load at Deflection            Max.    Defl.   Uniform Load at Deflection
             Span Uniform   at   Span   Span    Span   Lateral     Span Uniform   at   Span   Span    Span   Lateral
                   Load   Load   /180    /240   /360   Bracing           Load   Load   /180    /240   /360   Bracing
              In    Lbs    In    Lbs     Lbs    Lbs   Reduction    mm     kN    mm      kN     kN      kN   Reduction
              12   2,556  0 .01  2,556  2,556   2,556    1 .00     300    11.5  0.36   11.5    11.5   11.5     1.00
              24   1,278  0 .06  1,278  1,278   1,278    0 .99     600    5.8   1.44    5.8    5.8     5.8     1.00
              36    855   0 .13  855     855    648      0 .88     900    3.8   3.24    3.8    3.8     3.0     0.89
              48    639   0 .23  639     549    360      0 .77     1,200  2.9   5.75    2.9    2.5     1.7     0.77
              60    513   0 .37  468     351    234      0 .66     1,500  2.3   9.05    2.1    1.6     1.1     0.67
              72    423   0 .52  324     243    162      0 .57     1,800  1.9   12.94   1.5    1.1     0.8     0.58
              84    369   0 .72  234     180    117      0 .50     2,100  1.6   17.55   1.1    0.8     0.6     0.50
              96    315   0 .92  180     135     90      0 .45     2,400  1.4   23.01   0.8    0.6     0.4     0.45
             108    288   1 .20  144     108     72      0 .41     2,700  1.3   29.12   0.6    0.5     0.3     0.41
             120    252   1 .44  117     90      54      0 .38     3,000  1.2   36.20   0.5    0.4     0.3     0.39


                                              W210SL - Allowable Column Loads
                       Max.      Max. Column Load Applied at C.G.            Max.      Max. Column Load Applied at C.G.
             Unbraced  Slot Face                                  Unbraced  Slot Face
              Height          K = 0.65  K = 0.80  K = 1.0  K = 1.2  Height          K = 0.65  K = 0.80  K = 1.0  K = 1.2
                       Load                                                  Load
               In      Lbs      Lbs     Lbs      Lbs     Lbs        mm        kN      kN      kN       kN      kN
               12      3110    9250     9020    8660     8250        300     13.8     41.2    40.3    38.7     36.9
               24      2880    8030     7330    6360     5420        600     12.9     35.9    32.9    28.6     24.5
               36      2460    6480     5420    4190     3210        900     11.1     29.1    24.5    19.0     14.6
               48      1980    4990     3830    2760     2160       1,200     8.9     22.6    17.4    12.5     9.8
               60      1570    3740     2760    2050     1640       1,500     7.1     17.0    12.5     9.3     7.4
               72      1300    2860     2160    1640     1320       1,800     5.9     13.0    9.8      7.4     6.0
               84      1100    2310     1780    1370     1110       2,100     5.0     10.5    8.1      6.2     5.0
               96      950     1950     1520    1170     950        2,400     4.3     8.9     6.9      5.3     4.3
               108     840     1690     1320    1030   KL/r >200    2,700     3.8     7.7     6.0      4.7   KL/r >200
               120     750     1490     1170   KL/r >200  KL/r >200  3,000    3.4     6.8     5.3      4.1   KL/r >200
            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.


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