Laserfiche WebLink
Title Blak Line t <br />You can change Ihis ama <br />using the'Seltings' menu item <br />and Ihen using Ihe'Printing 3 <br />Titie �IocY' selection_ <br />TiUe Blak Line 6___ __ _ <br />� S`eel Column <br />� <br />Deseription: a�ag orace <br />Code Re%rences - <br />Caiculalions per AISC 360-05, 16C 2006, CBC 2007, ASC[ 7-OS <br />Load Combinalions Used : IBC 2006 <br />General In!ormation <br />Stuel Section Name : 7S2x2xt/4 <br />Analysis Method : Allowable Strength <br />S�eet Slress Grade <br />Fy : S1eel Yield 36.0 ksi <br />[� EWstic Bend�ng t'odulus 29,000.0 ksi <br />Load Cumbinalion : I[3C 2006 <br />�pliedLoads _______ ____-. <br />Column self vreight included -46.1Gf31bs' �ea� Load fe�ier <br />AXI�L LOADS . . . <br />Aaial Load a18.0 fl�= d 020 k <br />6EIJDING LOADS ... <br />Lal. Poin� Load al 4.01� crea,�n� Mx-x, W= 0.5970 k <br />Overall Colurcn Heighl 8A A <br />Top & Bollom Fixity Top & Botloin Pinned <br />Brace condilion for detlection (buckling) along columns : <br />X-X (w�d�h) axis : <br />Fuliy braceA against buckling aiong X-X Aris <br />Y-Y (depth) axis : <br />Fuily braced againsl buckling along Y�Y Axis <br />DESIGN SUMMARY - - ___ <br />Bending 8 Shear Check Results <br />PASS Max. AxialaBending Slress Ratio = 0.7195 :� <br />Load Combination +D*W+H <br />Localion ol max.above base 3.973 (1 <br />At maximum localion values are .. . <br />Pa : Azial <br />Pn I Omega : Allowable <br />Ma-x : Applied ' <br />tdn�x I Omcga : Allowable <br />Ma�y: Apptied <br />Idn-y I Omeqa : Allowable <br />PASS MaximumShear5lressRalio= <br />Load Combinalion <br />Location ol mac.above base <br />AI maximum bcation values a-� ... <br />Va : Applied <br />Vn I Omega � Allowable <br />Load Combination Results _ _ _ <br />Load Combination __ stress K�•ic <br />D Only � > > 9 <br />,D�L+H 0.119 <br />.D�Lr+H � >>`� <br />.D+S�+i 0.119 <br />+D,0.750L'�0.750L�H 0.119 <br />.D�0.750Lt0750S+H 0.119 <br />aD�W+H 0.720 <br />,D+070E,H 0.119 <br />.D+O7G�Lr+a.750L+0750W+H 0.554 <br />�D�075C1nQ750L+0.5250E�H 0.119 <br />+G�0.750L+07505+0750W+H 0.554 <br />+D�0.750L+p75C5a0b250E.H 0.119 <br />*0 6��D+WaH 0.696 <br />+0.60D�0.70E+1{ 0.071 <br />4.06G k <br />34.275 k <br />1.186 k�fl <br />1.796 k(I <br />0.0 k (1 <br />1.796 k-it <br />0.03809 �.1 <br />+D+W+H <br />0.0 (t <br />02985 K <br />7.836 k <br />PASS <br />PASS <br />PASS <br />PASS <br />PASS <br />PASS <br />PnSS <br />PASS <br />PASS <br />PASS <br />PASS <br />PASS <br />PASS <br />PASS <br />£ervice loads entered. LoaA Fadors wi�l be applied (or calculabons. <br />0.00 ft <br />0.00 (i <br />0.00 It <br />0.00 (t <br />0.00 fl <br />O OO lt <br />3.971t <br />0.00 ft <br />3.37 ft <br />0.00 p <br />3.97 (t <br />0.00 (t <br />3.97 It <br />O.OD It <br />Maximum SERNC'. W ad ReacUons .. <br />Top along X--'( 0.0 k <br />Bottom alon� X-X 0.0 k <br />Top along Y-Y 0.2985 k <br />Bottom along Y-Y 02965 k <br />Maximum SERVICE Load Deliections ... <br />AlongY-Y 0.5004in a� <br />Iorloadcombination:W Only <br />Along X-X 0.0 in at <br />lar load comhinafinn : <br />Stress <br />0.000 <br />0.000 <br />0.000 <br />D.000 <br />0.000 <br />0.000 <br />0.038 <br />0.000 <br />0.029 <br />0.000 <br />0.029 <br />0.000 <br />0.038 <br />0.000 <br />PASS <br />PASS <br />PASS <br />�ASS <br />PASS <br />PASS <br />PASS <br />PASS <br />PASS <br />PASS <br />P�SS <br />PASS <br />PASS <br />PASS <br />4.027ft abovebase <br />OA(t zbovebase <br />0.00 (t <br />0.00 It <br />0.00 it <br />0.00 ft <br />0.00 fl <br />0.00 (t <br />0.00 ft <br />O.DO ti <br />0.00 ft <br />0.00 It <br />0.00 ft <br />0.00 fl <br />0.00 it <br />O.OD (t <br />