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Meet no1(13ff . <br /> ProittotBoeing Rail Yard by TWK <br /> location Everett,WA date 6/19/2023 <br /> diem lob no. <br /> Boeing <br /> 1601 Sth Avenue,Suite 1600 23000208 <br /> Seattle,WA 98101 206 622-5822 Existing Column Design <br /> P-M INTERACTION CALCULATIONS- WIDE FLANGE SHAPES <br /> Member Data Loads Resistance Factors Geometry <br /> Shape P. 0 k oc 0.9 Kx 1.0 <br /> Fy 50 ksi M„x 0 k-ft 0b 0.9 KY 1.0 <br /> E 29000 ksi M„y 0 k-ft INCREASED Lb.(Axial) 47.5 ft <br /> Loads from 2nd Order Analysis BRACED LENGTH Lby -. ". 47.5 ft <br /> Lb.(Flexure) 47.5 ft <br /> v. ... <br /> Strong Axis Properties p Weak Axis Properties p <br /> Ix #N/A in4 -Mx ly 822.2 in" My <br /> S. #N/A in3 v x Sy 128.5 in3 <br /> rx #N/A in ry 3.998 in <br /> Zx #N/A in3 - Zy 162.5 in3 <br /> Axi. Capacity <br /> Strong Axis Weak Axis <br /> LJrx #NIA Ljry 143 <br /> Fcr #NIA ksi #N/A F., 12.3 ksi (E3-3) <br /> P. #N/A k #N/A P„ 635 k #N/A <br /> GP„ #N/A k mP„ 572 k <br /> Mom nt Capacity » EXISTING <br /> Strong Axis Weak Axis COLUMN CAPACITY <br /> M. #NIA k-ft (F2-1) Mp 677 k-ft (►-6-7) <br /> M„ #N/A k-ft #NIA Mn #N/A k-ft #N/A <br /> (M„ #N/A k-ft (DM„ #N/A k-ft <br /> Interaction(AISC Steel Construction Manual,15th Edition,Section H1) <br /> Pr 0 k P. #N/A k Interaction Eqn: #N/A <br /> Mr„ 0 k-ft M.x #N/A k-ft #N/A <br /> Mry 0 k-ft M.y #N/A k-ft I Interaction DCR #N/A #N/A #NIA <br /> Strong Axis -Interaction Diagram Weak Axis -Interaction Diagram <br /> 1 ; 1 --- <br /> 1 1 <br /> 1 __ - •Pr,Mrx 1 _---- •Pr,Mry <br /> 1 L_ — 1 <br /> 1 _ 1 _. <br /> o. 0 = 0 <br /> 0 0 <br /> 0 __ 0 .._ <br /> 0 0 <br /> 0 0.2 0.4 0.6 0.8 1 0 0.2 0.4 0.6 0.8 1 <br /> Mx(k-ft) My(k-ft) <br /> C016 <br />