Page 26 - ZSi-Foster Channel Loads
P. 26

W301 - 12 Gauge Channel


                                                   5
                                                           3
                                                  1 ⁄8" x 2 ⁄4" (41mm x 70mm)



                  5
                 1 ⁄8"                     41mm
                  7 ⁄8"                    22mm
                                     10
           3 ⁄8"                     mm


                          3
           X             2 ⁄4"       X             70mm
                                                                           W301 Section Properties
                  Y                         Y
                                                                     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.
                                                                         2
                                                                      (cm )  (cm )  (cm )  (cm)  (m )  (cm )  (cm)
                                                                                     3
                                                                                                  4
                                                                                                        3
                                                                               4
                                                                3 .46  1 .017  0 .608  0 .443  0 .774  0 .416  0 .512  0 .64
                                                               (5.15)  (6.56)  (25.31)  (7.26)  (1.97)  (17.32)  (8.39)  (1.63)
                                             W301 - 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   2,110 *  0 .00  2,110 *  2,110 *  2,110 *  1 .00  300  9.4 *  0.06  9.4  *  9.4  *  9.4  *  1.00
          24   2,110 *  0 .02  2,110 *  2,110 *  2,110 *  1 .00  600  9.4 *  0.51  9.4  *  9.4  *  9.4  *  1.00
          36   2,110 *  0 .07  2,110 *  2,110 *  2,110 *  1 .00  900  9.4 *  1.73  9.4  *  9.4  *  9.4  *  1.00
          48   1,860    0 .15  1,860    1,860    1,660    1 .00  1,200  8.4    3.68  8.4     8.4     7.6     1.00
          60   1,490    0 .23  1,490    1,490    1,060    0 .98  1,500  6.7    5.74  6.7     6.7     4.9     0.98
          72   1,240    0 .34  1,240    1,110    740    0 .95  1,800  5.6    8.27  5.6     5.1     3.4     0.95
          84   1,060    0 .46  1,060    810     540    0 .91   2,100  4.8    11.26  4.8     3.7     2.5     0.92
          96   930    0 .60  830     620     410      0 .88    2,400  4.2    14.63  3.8     2.8     1.9     0.88
          108  830    0 .76  660     490     330      0 .85    2,700  3.7    18.62  3.0     2.3     1.5     0.85
          120  740    0 .93  530     400     270      0 .82    3,000  3.4    23.11  2.4     1.8     1.2     0.82


                                            W301 - 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     6000    23260    23040   22700    22330       300      26.7    103.5   102.6   101.1    99.5
            24     5890    22130    21520   20730    20000       450      26.5    101.3   99.5     96.8    94.2
            36     5770    20830    20000   19080    17990       600      26.2    98.6    95.9     92.5    89.3
            48     5670    19670    18820   16850    14500       750      25.9    95.7    92.5     88.5    85.1
            60     5470    18750    16850   13900    10990       900      25.7    92.9    89.3     85.1    80.7
            72     5150    17140    14500   10990    7860        1050     25.4    90.2    86.4     81.9    73.3
            84     4740    15240    12140    8320    5770        1200     25.2    87.8    84.0     75.8    65.5
            96     4280    13310    9890     6370    4420        1500     24.4    83.7    75.8     62.9    50.1
           108     3800    11420    7860     5030   KL/r >200    1800     23.1    77.0    65.5     50.1    36.1
           120     3370     9620    6370     4070   KL/r >200    2100     21.3    68.7    55.1     38.2    26.5
        * 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.
        – 26 –                             zsi-foster.com                             ZSi-Foster Channel Load Data
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