Page 64 - ZSi-Foster Channel Loads
P. 64

W701 - 19 Gauge Channel


                                                  13 ⁄16" x  ⁄16" (21mm x 21mm)
                                                          13






               13 ⁄16"                   21mm
                                      5
          3 ⁄16"  7 ⁄16"             mm  11mm



            X           13 ⁄16"       X           21mm
                 Y                         Y                               W701 Section Properties

                                                                      Area of
                                                                Wt..   Section    X-X Axis          Y-Y Axis
                                                               Lbs./Ft.   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
                                                                                      3
                                                                                4
                                                                0 .51  0 .149  0 .007  0 .018  0 .222  0 .014  0 .034  0 .307
                                                               (0.76)  (0.96)  (0.29)  (0.29)  (0.56)  (0.58)  (0.56)  (0.78)
                                             W701 - 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   140 *  0 .01  140  *  140  *  140 *    1 .00     300  0.6 *  0.35   0.6  *  0.6  *  0.6  *  1.00
          18   140 *  0 .05  140  *  140  *  140 *    1 .00     450  0.6 *  1.20   0.6  *  0.6  *  0.6  *  1.00
          24   140 *  0 .12  140  *  120     80       1 .00     600  0.6 *  2.83   0.6  *  0.5     0.4     1.00
          30   120    0 .20  100     80      50       0 .97     750  0.5    4.74   0.5     0.4     0.2     0.97
          36   100    0 .28  70      50      40       0 .93     900  0.4    6.83   0.3     0.2     0.2     0.94
          42    90     0 .40  50     40      30       0 .89    1050  0.4    9.76   0.2     0.2     0.1     0.91
          48    80     0 .53  40     30      NR       0 .87    1200  0.4    12.96  0.2     0.1     NR      0.87
          60    60     0 .78  30     NR      NR       0 .80    1500  0.3    18.98  0.1     NR      NR      0.81
          72    50     1 .13  NR     NR      NR       0 .73    1800  0.2    27.33  NR      NR      NR      0.74
          84    40     1 .43  NR     NR      NR       0 .67    2100  0.2    34.72  NR      NR      NR      0.68

                                            W701 - 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      820     3150    3040     2910    2690        300      3.6     14.1    13.6     13.0    12.1
            18      790     2930    2690     2330    1960        450      3.5     13.1    12.1     10.5    8.9
            24      740     2570    2210     1710    1250        600      3.3     11.6    10.0     7.8     5.7
            30      670     2180    1710     1150     800        750      3.0     9.8      7.8     5.3     3.7
            36      580     1770    1250     800      560        900      2.6     8.1      5.7     3.7     2.5
            42      490     1390     920     590    KL/r >200    1050     2.2     6.4      4.2     2.7   KL/r >200
            48      420     1070     700   KL/r >200  KL/r >200  1200     1.9     4.9      3.2   KL/r >200  KL/r >200
            60    KL/r >200  680   KL/r >200  KL/r >200  KL/r >200  1500  KL/r >200  3.2  KL/r >200  KL/r >200  KL/r >200
            72    KL/r >200  KL/r >200  KL/r >200  KL/r >200  KL/r >200  1800  KL/r >200  KL/r >200  KL/r >200  KL/r >200  KL/r >200
            84    KL/r >200  KL/r >200  KL/r >200  KL/r >200  KL/r >200  2100  KL/r >200  KL/r >200  KL/r >200  KL/r >200  KL/r >200
        NR = Not Recommended
        * Load limited by spot weld shear
        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.
        – 64 –                             zsi-foster.com                             ZSi-Foster Channel Load Data
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