Page 58 - Demo

– 58 – www.zsi-foster.comWARNING: These products can expose you to chemicals including lead, which is known to the State of California to cause cancer, and which is known to cause birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov.W500 Channel Loads14 Gauge - 15⁄8\SpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360In Lbs In Lbs Lbs Lbs12 930 0.03 930 930 93018 620 0.06 620 620 51024 470 0.11 470 430 29030 370 0.17 370 270 18036 310 0.24 250 190 13042 270 0.34 190 140 9048 230 0.43 140 110 7060 190 0.69 90 70 5072 160 1.01 60 50 3084 130 1.30 50 40 20SpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360mm kN mm kN kN kN300 4.2 0.67 4.2 4.2 4.2450 2.8 1.50 2.8 2.8 2.4600 2.1 2.65 2.1 2.0 1.3750 1.7 4.19 1.7 1.2 0.8900 1.4 6.09 1.2 0.9 0.61,050 1.2 8.16 0.8 0.6 0.41,200 1.1 10.83 0.7 0.5 0.31,500 0.8 16.74 0.4 0.3 0.21,800 0.7 24.37 0.3 0.2 0.12,100 0.6 33.86 0.2 0.2 0.1W500 - Allowable Beam LoadsUnbracedHeightMax. Slot Face LoadMax. Column Load Applied at C.G.K = 0.65 K = 0.80 K = 1.0 K = 1.2In Lbs Lbs Lbs Lbs Lbs12 2,010 6,530 6,360 6,110 5,84018 1,950 6,140 5,840 5,420 5,01024 1,890 5,700 5,280 4,650 3,91030 1,800 5,250 4,650 3,720 2,84036 1,680 4,740 3,910 2,840 1,98042 1,510 4,140 3,180 2,100 1,46048 1,330 3,540 2,510 1,610 1,11060 1,020 2,430 1,610 ** **72 780 1,690 1,110 ** **84 ** 1,240 ** ** **UnbracedHeightMax. Slot Face LoadMax. Column Load Applied at C.G.K = 0.65 K = 0.80 K = 1.0 K = 1.2mm kN kN kN kN kN300 8.9 29.1 28.3 27.3 26.1450 8.7 27.4 26.1 24.3 22.5600 8.4 25.5 23.7 20.9 17.7750 8.1 23.5 20.9 16.9 13.0900 7.5 21.3 17.7 13.0 9.11,050 6.8 18.7 14.5 9.6 6.71,200 6.0 16.1 11.5 7.4 5.11,500 4.6 11.2 7.4 4.7 **1,800 3.6 7.7 5.1 ** **2,100 ** 5.7 ** ** **W500 - Allowable Column Loads** KL ⁄ r > 200NR = Not RecommendedBeam 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 ChannelsLoad for punched channel is obtained by multiplying the loads shown by the following reduction factors:SS - Channel with Short Slots. . . . . . . . . . . . . . . 0.90SL - Channel with Long Slots . . . . . . . . . . . . . . . 0.90H - Channel with Holes . . . . . . . . . . . . . . . . . . . . 0.95KO - Knock-Out Channel. . . . . . . . . . . . . . . . . . . 0.95Section PropertiesChannel Part No.Wt./Ft. Lbs. (Kg/M)Area of Section Sq. in. (Sq. cm)X-X Axis Y-Y Axislx 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)W5001.00 0.295 0.026 0.056 0.297 0.109 0.135 0.609(1.49) (1.90) (1.08) (0.92) (0.75) (4.54) (2.21) (1.55)