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Detail Report: M90 Unity Check: 0.123 (LC 10)Load Combination: Envelope WARNING: Detail Report Based On Less Than 10 Sections! y z y z x Input Data: Shape: Member Type: Length (ft): Material Type: Design Rule: Number of Internal Sections: HSS8X8X4 Column 7.85 Hot Rolled Steel Typical 5 I Node: J Node: I Release: J Release: I Offset (in): J Offset (in): N93 N94 Fixed Fixed N/A N/A Material Properties: Material :A500 Gr.B RECT Therm. Coeff.(1e⁵°F⁻¹):0.65 Ry :1.4 E (ksi):29000 Density (k/ft³):0.527 F u (ksi):58 G (ksi):11154 F y (ksi):46 Rt :1.3 Nu :0.3 Shape Properties: d (in):8 I yy (in⁴):70.7 Area (in²):7.1 b f (in):8 I zz (in⁴):70.7 J (in⁴):111 t (in):0.233 Design Properties: L b y-y (ft):N/A L b z-z (ft):N/A L comp top (ft):Lbyy L comp bot (ft):N/A L torque (ft):N/A K y-y:0.8 K z-z:0.8 y sway:No z sway:No Function:Lateral Seismic DR:None Max Defl Ratio:L/0 Max Defl Location:0 Span:N/A N93 N94 M90 Diagrams:1.882e-04 at 7.85 ft -0.025 at 3.925 ft y Deflection ( )in 0.334 at 7.85 ft z Deflection ( )in 17192.519 at 0 ft 1267.922 at 7.85 ft Axial Force ( )lbs 786.111 at 0 ft 65.404 at 0 ft y Shear Force ( )lbs 0.019 at 0 ft -0.092 at 0 ft z Shear Force ( )lbs Torsion ( )lb-ft -6170.97 at 7.85 ft z-z Moment ( )lb-ft 0.151 at 7.85 ft -0.725 at 7.85 ft y-y Moment ( )lb-ft 2.421 at 0 ft 0.179 at 7.85 ft Axial Stress ( )ksi 4.19 at 7.85 ft -4.19 at 7.85 ft Bending Strong Stress ( )ksi 4.922e-04 at 7.85 ft -4.922e-04 at 7.85 ft Bending Weak Stress ( )ksi AISC 15th (360-16): LRFD Code Check Limit State Required Available Unity Check Applied Loading - Bending/Axial 10 - - -- Applied Loading - Shear + Torsion 10 - - -- Axial Tension Analysis 10 0.000 lb 293940 lb -- Axial Compression Analysis 10 16947.75 lb 282876.75 lb -- Flexural Analysis (Strong Axis)10 6170.97 lb-ft 66287.773 lb-ft -- Flexural Analysis (Weak Axis)0.151 lb-ft 66287.773 lb-ft -- Shear Analysis (Major Axis y)10 786.111 lb 84512.289 lb 0.009 Pass Shear Analysis (Minor Axis z)10 0.019 lb 84512.289 lb 0.000 Pass Bending & Axial Interaction Check (UC Bending Max)10 - - 0.123 Pass Torsional Analysis 10 0.000 lb-ft 58090.801 lb-ft 0.000 Pass RISA-3D Version 20 [ RISA CFa.r3d ]Page 20 Company Designer Job Number Model Name : : : : DOTec Corp. AG #2303092 Tera wray Checked By : ALG Page 35 of 44 3201 S Halladay St 5/5/2025