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:::. <br /> Boeing Rail Yard by1<riff Everett,WA date 6/19/2023 :no <br /> . <br /> client <br /> Boeing <br /> 1601 Sth Avenue,Suite 1600 23000208 <br /> Seattle,WA 9&101 206 622.5822 Existing Column Design <br /> P—M INTERACTION: DETAILED CALCULATIONS— WIDE FLANGE SHAPES <br /> Member Properties <br /> Area 51.45 in2 t„, #NIA in ro #N/A in Computed: <br /> d #N/A in bf/2tf #N/A ho #N/A in (JE/Fy) 24 <br /> h #N/A in h/t„, #N/A J #N/A in4 Axial Ary, 36 <br /> Axial Capacity(AISC Steel Construction Manual,15th Edition,Section E2) <br /> *L.=KL, <br /> Strong Axis Weak Axis <br /> 4.710E/Fy) 113.4 (E3) 4.710E/Fy) 113.4 (E3) <br /> Lk. #N/A (E3) Lc/ry 142.6 (E3) <br /> LJrx #NIA 4.71(4E/Fy) Ldry > 4.71(4E/Fy) <br /> Fe #N/A ksi (E3-4) Fe 14.1 ksi (E3-4) <br /> Fcr #N/A ksi #N/A Fcr 12.3 ksi (E3-3) <br /> Controlling Fcr 12.. ksi <br /> #NI• <br /> Pn #N/A k #N/A Pn 635.4 k #N/A <br /> OP. #N/A k OP. 571.8 k <br /> Wall Comp.Bucklinq(Section E71 <br /> #NIA <br /> Ae 51.45 in2 <br /> Ar JFy/Fc, #N/A (E7) <br /> A #N/A Ar JFy/Fc, <br /> c, #N/A (Table E7.1) <br /> c2 #N/A (Table E7.1) <br /> Fe1 #N/A ksi (E7-5) <br /> he,y #N/A in #N/A <br /> #N/A <br /> Approx.2nd-Order(App.81 Second order effects accounted for outside of spreadsheet <br /> Pnr 2572.5 (C2-2) P. #N/A (C2-2) <br /> a 1.0 (C2-2) a 1.0 (C2-2) <br /> Tb 1 (C2-2) Tb #N/A (C2-2) <br /> Trans.Loads No (App-8-4) Trans.Loads No (App-8-4) <br /> M1 0 k-ft (App-8-4) Mf 0 k-ft (App-8-4) <br /> M2 0 k-ft (App-8-4) M2 0 k-ft (App-8-4) <br /> Cm 1.00 (App-8-4) Cm 1.00 (App-8-4) <br /> Pei #N/A (App-8-5) Pei 724 (App-8-5) <br /> B1 1.00 (App-8-3) B1 1.00 (App-8-3) <br /> Mr 0.0 k-ft (App-8-1) Mr 0.0 k-ft (App-8-1) <br /> C017 <br />