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Calculation: Angle Design 11-11 <br /> Induced Loading Derivation: <br /> 7.Simple Beam-Conc.At centers an Deflection: <br /> LI: 6.5 ft. M,a�: 5.85 k-in. E: 29000 ksi <br /> EQ EQ ► P: 0.30 k V,,,as: 0.15 k Ix: 3 in. <br /> 4 <br /> RI LI R RI=R2: 0.15 k A�(@ Center): 0.034 in. <br /> � 2 <br /> L/2288 <br /> yi 'Z <br /> Induced Loading: Try: I L4x4xl/4 LLV Design Method: ASD x-- 7"Y <br /> xPtension: 0 k Material Properties: 52 b: 1.67 52 t,yield: 1.67 S2 c: 1.67 <br /> Peompression: 0 k ASTMDesignation: A36 n v: 1.67 S2 t,rupt. : 2.00 Z'� <br /> Strong Axis Mx: 5.9 k-in E: 29000 ksi Member Analysis: I Axial Unbraced Lengths: <br /> Strong Axis Vy: 0.2 k G: 11200 ksi Major Principal-Axis Unbraced Length,Lb-,: 6.5 ft Kx: 1.00 <br /> Weak-Axis My: 0.0 k-in Fy: 36 ksi Minor Principal-Axis Unbraced Length,Lb_,: 6.5 ft KY: 1.00 <br /> Weak-Axis Vx: 0.0 k Fn: 58 ksi Flexural Unbraced Length/Conditions: <br /> Ry: 1.5 Laterally Unbraced Length,LOOnlp: 8 ft <br /> Rt: 1.2 Flexure Condition: Laterally Unrestrained/Biaxial Bending <br /> Lateral Torsional Buckling Condition: Short Leg in Compression <br /> Span: 0 ft Leg Local Buckling Condition: Toe in Compression <br /> Member Check Deflection Check: Transient: L/ 360 D+Transient: L/ 240 <br /> Shear Unity: 0.01 OK ATransient,x-x: 0.00 in-> L/ 10000 OK <br /> Flexure Unity: 0.25 OK AD+Transient,x-x: 0.00 in-> L/ 10000 OK USE L4x4x1/4 <br /> Tension+Flexure: 0.25 OK ATransient,y-y: 0.00 in-> L/ 10000 OK <br /> Comp.+Flexure: 0.25 OK AD+Transient, - : 0.00 in-> L/ 10000 OK <br /> 13228 NE 20th St.,Suite 100,Bellevue,WA 98005 1 (425)614-0949 <br /> Project: Casino Road RTU Pg.No: B- 1 <br /> AUE Address: 2525 Casino Road Everett,WA 98204 Date: 12/22/23 <br /> Client: Acco Engineered System Job No.: 23454 <br />