Page 66 - Demo

– 66 – 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.W101 Channel Loads12 Gauge - 15⁄8\⁄8\SpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360In Lbs In Lbs Lbs Lbs12 3,710 * 0.00 3,710 * 3,710 * 3,710 *24 3,710 * 0.01 3,710 * 3,710 * 3,710 *36 3,710 * 0.03 3,710 * 3,710 * 3,710 *48 3,710 * 0.06 3,710 * 3,710 * 3,710 *60 3,710 * 0.12 3,710 * 3,710 * 3,710 *72 3,290 0.19 3,290 3,290 3,290 84 2,820 0.26 2,820 2,820 2,560 96 2,470 0.34 2,470 2,470 1,960 108 2,190 0.42 2,190 2,190 1,550 120 1,970 0.52 1,970 1,880 1,250 SpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360mm kN mm kN kN kN300 16.5 * 0.02 16.5 * 16.5 * 16.5 *600 16.5 * 0.19 16.5 * 16.5 * 16.5 *900 16.5 * 0.65 16.5 * 16.5 * 16.5 *1,200 16.5 * 1.53 16.5 * 16.5 * 16.5 *1,500 16.5 * 2.99 16.5 * 16.5 * 16.5 *1,800 14.9 4.65 14.9 14.9 14.92,100 12.7 6.32 12.7 12.7 11.72,400 11.1 8.25 11.1 11.1 9.02,700 9.9 10.47 9.9 9.9 7.13,000 8.9 12.89 8.9 8.6 5.7W101 - Allowable Beam LoadsW101 - Allowable Column 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 8,890 33,570 33,290 32,840 32,32024 8,730 32,030 31,100 29,720 28,28036 8,490 29,900 28,280 26,150 24,19048 8,220 27,560 25,470 23,020 21,02060 7,840 25,310 23,020 20,590 17,30072 7,370 23,300 21,020 17,300 12,80084 6,870 21,600 18,880 13,530 9,41096 6,210 20,180 15,750 10,370 7,200108 5,510 17,890 12,800 8,190 5,690120 4,850 15,370 10,370 6,640 **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 39.6 149.4 148.2 146.3 144.0600 38.9 142.7 138.7 132.7 126.4900 37.8 133.4 126.4 117.0 108.41,200 36.7 123.2 114.1 103.2 94.31,500 35.0 113.3 103.2 92.3 78.61,800 33.0 104.4 94.3 78.6 58.82,100 30.9 96.8 85.6 62.0 43.22,400 28.0 90.5 71.8 47.6 33.12,700 25.0 81.2 58.8 37.6 26.13,000 22.0 70.1 47.6 30.5 **Channel 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)W1014.98 1.463 2.867 1.176 1.400 0.674 0.829 0.679(7.41) (9.44) (119.33) (19.27) (3.56) (28.05) (13.58) (1.72)Section Properties* Load limited by spot weld shear** 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. . . . . . . . . . . . . . . 0.90