Page 16 - ZSi-Foster Channel Loads
P. 16

W210H - 14 Gauge Channel


                                                                                      7
                                                                      9
                                          5
                                  5
                                1 ⁄8" x 1 ⁄8" (41mm x 41mm) with  ⁄16" holes on 1 ⁄8" centers.


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

                Y                           Y                             W210H Section Properties
                                                                      Area of
                                                                Wt..              X-X Axis          Y-Y Axis
                                                              Lbs./Ft.   Section
                                                                         2
                                                                       in.
                                                               (Kg/M)        lx in. 4   Sx in. 3  rx. in. ly in. 4  Sy in. 3  ry in.
                                                                         2
                                                                      (cm )  (cm )  (cm )  (cm)  (m )  (cm )  (cm)
                                                                                                        3
                                                                                4
                                                                                      3
                                                                                                  4
                                                                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)
                                            W210H - 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   2,698   0 .01  2,698  2,698  2,698    1 .00      300   12.2   0.36   12.2   12.2    12.2    1.00
          24   1,349   0 .06  1,349  1,349  1,349    0 .99      600   6.1    1.44   6.1     6.1    6.1     1.00
          36    903    0 .13  903    903     684     0 .88      900   4.1    3.24   4.1     4.1    3.1     0.89
          48    675    0 .23  675    580     380     0 .77     1,200  3.0    5.75   3.0     2.7    1.8     0.77
          60    542    0 .37  494    371     247     0 .66     1,500  2.5    9.05   2.2     1.7    1.1     0.67
          72    447    0 .52  342    257     171     0 .57     1,800  2.0   12.94   1.6     1.2    0.8     0.58
          84    390    0 .72  247    190     124     0 .50     2,100  1.7   17.55   1.1     0.8    0.6     0.50
          96    333    0 .92  190    143     95      0 .45     2,400  1.5   23.01   0.9     0.7    0.4     0.45
          108   304    1 .20  152    114     76      0 .41     2,700  1.4   29.12   0.7     0.5    0.3     0.41
          120   266    1 .44  124     95     57      0 .38     3,000  1.2   36.20   0.5     0.4    0.3     0.39


                                           W210H - 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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