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Axial Engineering Group, Inc.Project Title:CATALINA <br />7251 0wensmouth Avenue Engineer: LQ Prolect ID: 212.013 <br />PrOJect Descr:PROPOSED NEWOFFICE BUILDINGSuite 4 <br />p: 818. <br />f: 818.5 <br />902.0200 <br />102.0232 <br />Printed: 11 JAN 2013, 7:57PMemail: info@aeq-inc. net <br />[fteel Column File = MEGSERVER\Structural Project Files\2012-P-1\21'2-01-4\Calcs\CalatiriaGEr6 <br />ENERCALC, INC, 1983-2012, Build:6.12.12.7, Ver:6.12.12.7 <br />Description : Colmn #2 <br />ER€!mirn Reactions - Unfactored Note: Only non-zero reactions are listed. <br />X-X Axis Reaction Y-Y Axis Reaction Axial Reaction <br />Load Combination @ Base @ Top @ Base @ Top @ Base <br />D Only 0.539 0.539 k k 27.966 k <br />Lr Only 0.284 0.284 k k 14.500 k . <br />D+Ir 0.824 0.824 k k 42.466 k <br />Maximum Deflections for Load Combinations - Unfactored Loads' <br />Load Combination ·Max. X-X Deflection Distance Max. Y-Y Deflection Distance <br />D Only -0.3486 in 9.926 ft 0.000 in . 0.000 ft <br />Lr Only -0.1838 in 9.926 ft 0.000 in 0.000 ft <br />D+Lr -0.5324 in 9.926 ft 0.000 in 0.000 R <br />Steel Section Properties :HSS7x5x3/8 <br />Dkpth = 7.000 in 1 ¤ .49.50 inN J = · 60.600 inq <br />S xx = 14.10 inA3 Cw . = 21.40 inA6 <br />Width = 5.00Q in R xx = 2.560 in <br />Wall Thick ' = 0.375 in Zx = 17.500 inS <br />Area = 7,580 ine J yy = 29,300 inAZI C = 21,400 ins <br />Weight = 27.406 pif S yy = 11.700 inA3 <br />R yy - 1.970 in <br />Zy = 13.800 in'3 <br />Yog =0.000 in <br />Mue•Loads <br />4.'Ok__=r <br />11 <br />Loads are total entered value. Arrows do not reflect absolute direction, <br />'a