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Axial Engineering Group, Inc. <br />7251 Owensmouth Avenue <br />Suite 4 <br />Title : CATALINA Job # 212-013 <br />Engineer: LQ <br />Project Desc.PROPOSED NEW OFFICE BUILDING <br />818.902.0200 <br />07 f: 818.902.0232 <br />email: info@aeq-inc. net . ·PAnted 25 OCT 2012. 1:45PM <br />--V" « 2 · '. ' .:· 4.. .'; ·2 .·'· •'''' ' ' ''. '.'''''' ''·', ·-Fild: X:\20122PROJECTS\212-.013:Cdtalina\Calc&\Catjlina,'e66. <br />ENERCALC, INC. 198*2012:,BOild:6.12.9.26, 9*6.12.9:26 <br />Description :Column #1 <br />NC <br />P Code References j <br />Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 <br />Load Combinations Used : 2009 IBC & ASCE 7-05 <br />t General Information , , <br />Steel Section Name: <br />Analysis Method : <br />Steel Stress Grade <br />Fy: Steel Yield <br />E: Elastic Bending Modulus <br />Load Combination : <br />HSS7x7xl/2 <br />Allowable Strength <br />, A500, Grade B, Fy = 42 ksi, <br />42.0 ksi <br />29,000.0 ksi <br />2009 IBC & ASCE 7-05 <br />MIL <br />1.0 <br />1.0 <br />Overall Column Height 17.0 ft <br />Top & Bottom Fixity Top & Bottom Pinned <br />Carbon Steel <br />Brace condition for deflection (buckling) along columns : <br />X-X (width) axis : Unbraced Length for X-X Axis buckling = 17.0 ft, K = <br />Y-Y (depth) axis : Unbraced Length for X-X Axis buckling = 17.0 ft, K = <br />l94*lied loads . - <br />AXIAL LOADS ... <br />Roof: Axial Load al-17.Oft, Xecc= 4.500 in, D =50.0, LR =29.Ok <br />BENDING LOADS ... <br />NOTIONAL: Lat. Point Load at 17.0 ft creating Mx-x, D = 0.50, LR = 0.250. k <br />:DESIGNS.UMMARY·:: F. f LUIRFL.'·.7 7 /1 <br />Bending & Shear Check Results <br />PASS Max. Axial+Bending Stress Ratio = .0.8422 : 1 <br />Load Combination +D+Lr+H <br />Location of max.above base 17.0 ft <br />At maximum location values are... <br />Service loads entered. Load Factors will be applied for calculations <br />Maximum SERVICE Load Reactions .. <br />Top along X-X 1.743 k <br />Bottom along X-X 1.743 k <br />Top along Y-Y O.0 k <br />Pa: Axial 79.0 k <br />Pn / Omega : Allowable 201.607 k <br />. Ma-x : Applied O. O k-ft <br />Mn-x / Omega : Allowable 58.473 k-ft <br />Ma-y : Applied .-29.625 k-ft <br />Mn-y / Omega : Allowable 58.473 left <br />Bottom along Y-Y O.0 k <br />Maximum SERVICE Load Deflections... <br />Along Y-Y 0.0 ih at O.Oft above base <br />for load combination : <br />Along X-X -0.4101 in at 9.926ft above base <br />for load combination : D+Lr <br />PASS Maximum Shear Stress Ratio =0.02216 : 1 <br />Load Combination +D+Lr+H <br />Location of max.above base 0.0 ft <br />At maximum location values are... <br />Va : Applied 1.743 k <br />Vn / Omega : Allowable 78.658 k <br />' - - <br />Load Qombination Results ,1 11 3 <br />Load Combination <br />+D+Lr+H <br />+D+0.750Lr,0.750L+H <br />+D+0.750Lr+0.7501-+0.750W+H <br />+D+0.750Lr+0.750L+·0.5250E+H <br />Maximum Axial + Bending Stress Ratios <br />Stress Ratio Status Location <br />0.533 PASS·17.00 ft <br />0.842 PASS 17.00 ft <br />0.765 PASS 17.00 ft <br />0.765 PASS 17.00 ft <br />0.765 PASS 17.00 ft <br />Maximum Shear Ratios <br />Stress Ratio Status Location <br />0.014 PASS 0.00 ft <br />0.022 ·PASS 0.00 ft <br />0.020 PASS 0.00 ft <br />0.020 PASS 0.00 ft <br />0.020 PASS 0.00 ft <br />Makimilm Reactions - Unfactored - - 1 . 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 1.103 1.103 k k 50.000 k <br />Lr Only 0.640 0.640 k ·- k 29.000 k <br />D+Lr 1.743 1.743 k k 79.000 k <br />Mai-Imum Detledions tor Load c-ombitihfions i Untactored Lodds 2 <br />Load Combination . .Max. X-X Deflection Distance Max. Y-Y Defiection Distance <br />D Only -0.2595 in 9.926 R 0.000 in 0.000 ft <br />Lr Only -0.1505 in 9.926 R 0.000 in 0.000 ft <br />D+Lr -0.4101 in 9.926 ·ft 0.000 in 0.000 ft <br />I