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sheet no1q3iff. . <br /> Project 40-55 and Rail Yard by MGK <br /> location Everett,Wa date 6/21/2023 <br /> Giant job no. <br /> Boeing <br /> 1601 Sth Avenue,Suite 1600 2300384 <br /> Seattle,WA 98101 206 622-5822 Column Design <br /> P-M INTERACTION CALCULATIONS- WIDE FLANGE SHAPES <br /> Member Data Loads Resistance Factors Geometry <br /> Shape W27X114 P„ 0 k Gc 0.9 K. 1.0 <br /> Fy 50 ksi M„x 0 k-ft Ob 0.9 KY 1.0 <br /> E 29000 ksi May 0 k-ft Lbx(Axial) 28 ft <br /> Loads from 2nd Order Analysis Lby(Axial) 28 ft <br /> Lb.(Flexure) 28 ft <br /> Strong Axis Properties P Weak Axis Properties p <br /> Ix 4080 in4 Iy 159 in4 M„ <br /> S. 299 in3 �M'x Sy 31.5 in3 � <br /> I-. 11 in 3Y-" ry 2.18 in r .. - <br /> Z. 343 in3 rj _.__ 7`Y 49.3 in3 <br /> Axial Capacity <br /> Strong Axis Weak Axis <br /> Lirx 31 Lc/ry 154 <br /> Fcr 46.7 ksi (E3-2) Fcr 10.6 ksi (E3-3) <br /> P„ 1569.2 k (E7-1) P„ 5 k (E7-1) <br /> 0Pn 1412 k (PP„ 320 k <br /> EXISTING COLUMN <br /> Moment Capacity CAPACITY <br /> Strong Axis Weak Axis <br /> Mp 1429 k-ft (F2-1) MP 205 k-ft (F6-1) <br /> Mn 653 k-ft (F2-3) Mn 205 k-ft (F6-1) <br /> (1)M„ 587 k-ft OM„ 185 k-ft <br /> Interaction(AISC Steel Construction Manual,15th Edition,Section H1) <br /> Pr 0 k Pc 320 k Interaction Eqn: (Pr/Pc/2)+((Mrx/Mcx)+(Mry/Mcy)) <br /> Mrx 0 k-ft Max 587 k-ft <br /> Mry 0 k-ft Mcy 185 k-ft ( Interaction DCR 0.00 OK (H1-1b) <br /> Strong Axis -Interaction Diagram Weak Axis -Interaction Diagram <br /> 350 350 7 <br /> • .• <br /> 300 •Pr,Mrx 300 . ` •Pr,Mry <br /> • <br /> • <br /> 250 - • --- 250 - • <br /> • <br /> 200 - 200 ---- <br /> • <br /> n` 150 - • a` 150 - • <br /> • <br /> 100 • 100 - <br /> 50 1 50 - ‘ <br /> 0 200 400 600 800 0 50 100 150 200 <br /> Mx(k-ft) My(k-ft) <br /> C014 <br />