Page 42 - Demo

– 42 – 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.W210 Channel Loads14 Gauge - 15⁄8\⁄8\SpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360In Lbs In Lbs Lbs Lbs12 2,840 0.01 2,840 2,840 2,84024 1,420 0.06 1,420 1,420 1,42036 950 0.13 950 950 72048 710 0.23 710 610 40060 570 0.37 520 390 26072 470 0.52 360 270 18084 410 0.72 260 200 13096 350 0.92 200 150 100108 320 1.20 160 120 80120 280 1.44 130 100 60SpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360mm kN mm kN kN kN300 12.8 0.36 12.8 12.8 12.8600 6.4 1.44 6.4 6.4 6.4900 4.3 3.24 4.3 4.3 3.31,200 3.2 5.75 3.2 2.8 1.91,500 2.6 9.05 2.4 1.8 1.21,800 2.1 12.94 1.6 1.2 0.82,100 1.8 17.55 1.2 0.9 0.62,400 1.6 23.01 0.9 0.7 0.42,700 1.4 29.12 0.7 0.5 0.43,000 1.3 36.20 0.6 0.4 0.3W210 - 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 3,110 9,250 9,020 8,660 8,25024 2,880 8,030 7,330 6,360 5,42036 2,460 6,480 5,420 4,190 3,21048 1,980 4,990 3,830 2,760 2,16060 1,570 3,740 2,760 2,050 1,64072 1,300 2,860 2,160 1,640 1,32084 1,100 2,310 1,780 1,370 1,11096 950 1,950 1,520 1,170 950108 840 1,690 1,320 1,030 **120 750 1,490 1,170 ** **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 13.8 41.2 40.3 38.7 36.9600 12.9 35.9 32.9 28.6 24.5900 11.1 29.1 24.5 19.0 14.61,200 8.9 22.6 17.4 12.5 9.81,500 7.1 17.0 12.5 9.3 7.41,800 5.9 13.0 9.8 7.4 6.02,100 5.0 10.5 8.1 6.2 5.02,400 4.3 8.9 6.9 5.3 4.32,700 3.8 7.7 6.0 4.7 **3,000 3.4 6.8 5.3 4.1 **W210 - 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)W2101.42 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)