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. • • ,-1-3-DH-8- <br /> `t eI Be I S Y ` i y+� C )�(ji 403 i+� 1 /.z} $ <br /> �.s''-. .., .� .. '�� � ...: ':?, r. �:'. _5.,. ... >.. .. >i ,. .. � . >r. ..�n+,�A,Rai,t�-� �4� „+,FF �{rl!A�4/��*�ETfi;i�i�Y��tt�ttVt?�.1... <br /> Lic.#:KW-00011993 L120 Engineering and Design <br /> DESCRIPTIO 8ft L6x6x3/8 Angle Iron- Uniform Load, 100% Load <br /> Vertical Reactions Support notation:Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MINimum 0.780 0.780 <br /> D Only 1.300 1.300 <br /> +D+S 2.800 2.800 <br /> +D+0.750S 2.425 2.425 <br /> +0.60D 0.780 0.780 <br /> S Only 1.500 1.500 <br /> Steel Section Properties : L6x6x3/8 <br /> Depth = 6.000 in I xx = 15.40 in^4 J = 0.218 in^4 <br /> S xx 3.51 in"3 Cw = 0.58 inA6 <br /> Leg Width = 6.000 in R xx = 1.870 in Ro = 3.340 in <br /> Thickness = 0.375 in Zx = 6.270 in^3 <br /> Area = 4.380 in^2 I yy = 15.400 in^4 <br /> Weight = 14.900 plf S yy = 3.510 in^3 <br /> Kdesign = 0.875 in R yy = 1.870 in <br /> Ycg = 1.620 in Qs = 0.912 <br /> lz = 6.210 in^4 <br /> Sz = 2.690 in^3 <br /> Yp = 0.365 in Rz = 1.190 in <br /> Tarp = 1.00 deg <br /> Eo = 0.365 in <br /> 5,1 <br /> 4,3 <br /> 2,1 . <br /> L <br /> C <br /> o <br /> E <br /> 0 <br /> E 1.4 <br /> MEMBER..» <br /> 0,78 1,58 238 3.18 3,98 4,1$ 5.58 6,38 1.18 118 <br /> Distance(ft) <br /> 11 DO.Iy I+D+S II+D+0.15DS I+6,60 <br />