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•, ., 0 0 24 of 40 <br /> Steel Beam Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO 6ft L6x6x3/8 Angle Iron- Uniform Load <br /> Maximum Deflections for Load Combinations <br /> Load Combination Span Max. Downward Defl Location in Span Span Max.Upward Defl Location in Span <br /> +0.60D 1 0.0179 3.017 0.0000 0.000 <br /> L Only 1 0.0503 3.017 0.0000 0.000 <br /> S Only 1 0.0042 3.017 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#• Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 5.730 5.730 <br /> Overall MINimum 0.300 0.300 <br /> D Only 2.130 2.130 <br /> +D+L 5.730 5.730 <br /> +D+S 2.430 2.430 <br /> +D+0.750L 4.830 4.830 <br /> +D+0.750L+0.750S 5.055 5.055 <br /> +0.60D 1.278 1.278 <br /> L Only 3.600 3.600 <br /> S Only 0.300 0.300 <br /> Steel Section Properties : L 6x6x5/8 <br /> Depth = 6.000 in I xx E 24.10 in^4 J = 0.955 in^4 <br /> S xx 5.64 inA3 Cw = 2.50 in^6 <br /> Leg Width = 6.000 in R xx = 1.840 in Ro = 3.280 in <br /> Thickness = 0.625 in Zx = 10.100 inA3 <br /> Area = 7.130 in^2 I yy = 24.100 in^4 <br /> Weight = 24.200 plf S yy = 5.640 inA3 <br /> Kdesign = 1.130 in R yy = 1.840 in <br /> Ycg = 1.720 in Qs = 1.000 <br /> lz = 9.810 in^4 <br /> Sz = 4.040 inA3 <br /> Yp = 0.594 in Rz = 1.170 in <br /> Tarp = 1.00 deg <br /> Eo = 0.594 in <br />