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F ISS colunm for GLB { 1-3 <br />le Derivation: <br />Load From New GLB: 26.1 k <br />Load Fiopm (E) GLB: 6.39 k (Uplift) <br />e: 3.5 in <br />e: 3.5 in <br />Induced Loading: Try. I 1-ISS5x5xl/4 <br />P,eso,,: 0.0k Material Properties: I 0 <br />Pe.Wresslmr 26.1 k ASTnmesignation: A500 Gi. C (Rect.) Q <br />Moment: 91.35 k-in <br />Moment: 22.37 k-in <br />113.7 k-in <br />i <br />gn Melhod: ASD <br />1.67 D t,yield : 1.67 6d_T : 1.67 - -- <br />1.67 D t,ruut.: 2.00 Q c : 1.67 y <br />Strong Axis M. 113.7 k-in <br />E: <br />29000 ksi <br />Member Analysis: I Axial Unbraced Lengths: <br />Strong Axis Vy 0.0 k <br />G: <br />11200 ksi <br />Strong -Axis Unbraced Length, LU,: 16 ft K,: 1.00 <br />Weak -Axis My, 0.0 k-in <br />Fy: <br />50 ksi <br />Weak Axis Unbraced Length, Lay: 16 ft Ky: 1.00 <br />Weak -Axis Vx, 0.0 k <br />Fn: <br />62 ksi <br />Flexural Unbraced Lengths: <br />Torsion, T: 0.0 k-in <br />Ry: <br />R,: <br />1.3 <br />1.2 <br />Comp. Flange Unbraced Length, l ,,',-x: 16 ft <br />Comp. Flange Unbraced Length, Leo,,, >.-y: 16 ft <br />Span: 16 ft <br />Member Cheek: Shear Unity: <br />0.00 ON <br />Deflection Check: <br />'transient: L/ 360 <br />Flexure Unity: <br />0.50 ON <br />D+Transient 1✓ 240 <br />Tension + Flexure: <br />0.50 OK <br />ATrmrsiclax-x: 0.00 in-> <br />L/ 10000 OIC <br />Compression + Flexure: <br />0.86 OK <br />AD+T.0 ion,x-x: 0.00 in-> <br />L/ 10000 OK <br />USE HSSSx5x1/4 <br />Tells. + Shear + Flexure +Torsion: <br />0.50 OK <br />OT.mwnt,y-y: 0.00 in <br />L/ 10000 01, <br />Comp.+Shear + Flexure +Torsion: <br />0.92 ON <br />oD+Trwtsiein.v-v: 0.00 in <br />L/ 10000 OK <br />3228 NE 20th St., Suite 100, Bellevue, WA 98005 ( (425) 614-0949 <br />hnject South Point Plaza Pg. No: C- I <br />rddress: 10121 Evergreen Way 41 Everett,WA 98204 Date: 6/27/23 <br />;Bent: SDA Architects, LLC Job No.: 23136 <br />