Page 72 - Demo

– 72 – 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.W600 Channel Loads19 Gauge - 13⁄16\SpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360In Lbs In Lbs Lbs Lbs12 340 0.03 340 340 34018 230 0.06 230 230 18024 170 0.11 170 150 10030 140 0.18 130 100 7036 110 0.24 90 70 5042 100 0.35 70 50 3048 80 0.42 50 40 3060 70 0.72 NR NR NR72 60 1.06 NR NR NR84 50 1.41 NR NR NRSpanMax. Uniform Load (W)Deflection at Load (W)Uniform Load at DeflectionSpan /180Span /240Span /360mm kN mm kN kN kN300 1.5 0.68 1.5 1.5 1.5450 1.0 1.54 1.0 1.0 0.8600 0.8 2.70 0.8 0.7 0.4750 0.6 4.34 0.6 0.4 0.3900 0.5 5.90 0.4 0.3 0.21,050 0.4 8.52 0.3 0.2 0.11,200 0.4 11.44 0.2 0.2 0.11,500 0.3 17.38 NR NR NR1,800 0.3 25.74 NR NR NR2,100 0.2 34.06 NR NR NRW600 - 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 700 2,050 1,880 1,630 1,40018 600 1,660 1,400 1,100 86024 490 1,300 1,010 740 59030 400 990 740 560 45036 340 770 590 450 37042 290 630 490 380 31048 260 540 420 330 27060 210 410 330 ** **72 180 340 270 ** **84 ** 280 ** ** **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 3.1 9.2 8.4 7.3 6.3450 2.7 7.5 6.3 5.0 3.9600 2.2 5.9 4.6 3.4 2.7750 1.8 4.5 3.4 2.5 2.0900 1.5 3.5 2.7 2.0 1.71,050 1.3 2.8 2.2 1.7 1.41,200 1.2 2.4 1.9 1.5 1.21,500 0.9 1.9 1.5 ** **1,800 0.8 1.5 1.2 ** **2,100 ** 1.3 ** ** **W600 - 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.Section 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)W6000.36 0.107 0.009 0.020 0.295 0.012 0.029 0.333(0.54) (0.69) (0.37) (0.33) (0.75) (0.50) (0.48) (0.85)