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Axial Engineering Group, Inc.Project Title:CATALINA <br />7251 0wensmouth Avenue Engineer:LQ Proiect ID: 212-013 <br />Suite 4 Project Descr: PROPOSED NEW OFFICE BUILDING <br />p: 818.902.0200 <br />f: 818.902.0232 <br />emai¢®fq@aeq®_c.flet __ <br />[stal-column <br />Lic.*TRW-06005747 <br />Ptinted: 11 JAN 2013, 7:56PM <br />File =iNEGSERVER\Struciial Pr*ct Files\2012-P-1\212-01-4\Calcs\Cai41}REEr-6 <br />ENERCALC, INC. 1983.2012: Build:6,12.117, Ver:6.42.1 2.¥ 1 <br />Description : Colmn #3 <br />Maximum Reactions - Unfactored <br />Load Combination <br />D Only <br />Lr Only <br />D+Lr <br />Note: Only non-zero reactions are listed. <br />X-X Axis Reaction Y-Y Axis Reaction Axial Reaction <br />@ Base @ Top @ Base @ Top @ Base <br />0.206 0.206 k -0.118 0.882 k 10.879 k - <br />0.127 0.127 k -0.071 ·0.529 k-6.500 k <br />0.333 0.333 k -0.188 1.412 k 17.379 k <br />Maximum Deflections for Load Combinations - Unfactored Loads <br />Load Combination ·Max. X-X Defledion Distance Max. Y-Y Deflection Distance <br />D Only -0.2617 in 9.926 ft 0.077 in 9.812 ft <br />Lr Only -0.1620 in 9.926 ft 0.046 in 9.812 ft <br />D+Lr -0.4238 in 9.926 ft 0.123 in 9.812 ft <br />1 Steel Section Properties : 1 HSS6x4x3/8· <br />Depth = 6.000 in 1 xx = 28.30 inN J = 32.800 inN <br />S ¤ = 9.43 inA3 Cw = 14.20 in;6 <br />Width = 4.000 in R xx = 2.140 in . <br />Wall Thick = 0.375 in Zx = · 11.900 inA3 <br />Area = 6.180 inA2 I yy = 14.900 inN C =14.200 inA) <br />Weight = 22.302 pif S yy = 7.470 in9 <br />R yy = 1.550 in <br />Zy = 8.940 inA3 <br />Ycg 0.000 in <br />0 1.Ook <br />G. <br />9-' X J-Load 1 <br />Rl <br />'.9 <br />Y <br />6.00in U O'Z L = 14D!eH <br />MgoLoads <br />, 4.00in , Loads are total entered value. Arrows do not reftect absolute direction.