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Detail Report: M90 Unity Check: 0.123 (LC 10)Load Combination: EnvelopeWARNING: Detail Report Based On Less Than 10 Sections!y z y zx Input Data:Shape:Member Type:Length (ft):Material Type:Design Rule:Number of Internal Sections:HSS8X8X4Column7.85Hot Rolled SteelTypical5 I Node:J Node:I Release:J Release:I Offset (in):J Offset (in):N93N94FixedFixedN/AN/AMaterial Properties:Material :A500 Gr.B RECT Therm. Coeff.(1e⁵°F⁻¹):0.65 Ry :1.4E(ksi):29000 Density (k/ft³):0.527 F u (ksi):58G(ksi):11154 F y (ksi):46 Rt :1.3Nu:0.3Shape Properties:d (in):8 I yy (in⁴):70.7 Area (in²):7.1bf(in):8 I zz (in⁴):70.7 J (in⁴):111t(in):0.233Design Properties:L b y-y (ft):N/ALb z-z (ft):N/ALcomp top (ft):LbyyLcomp bot (ft):N/ALtorque(ft):N/A K y-y:0.8Kz-z:0.8y sway:Noz sway:NoFunction:LateralSeismic DR:None Max Defl Ratio:L/0Max Defl Location:0Span:N/AN93N94M90Diagrams:1.882e-04 at 7.85 ft-0.025 at 3.925 fty Deflection ( )in 0.334 at 7.85 ftz Deflection ( )in17192.519 at 0 ft <br />1267.922 at 7.85 ft <br />Axial Force ( )lbs <br />786.111 at 0 ft <br />65.404 at 0 ft <br />y Shear Force ( )lbs <br />0.019 at 0 ft <br />-0.092 at 0 ft <br />z Shear Force ( )lbs <br />Torsion ( )lb-ft <br />-6170.97 at 7.85 ft <br />z-z Moment ( )lb-ft <br />0.151 at 7.85 ft <br />-0.725 at 7.85 ft <br />y-y Moment ( )lb-ft <br />2.421 at 0 ft <br />0.179 at 7.85 ft <br />Axial Stress ( )ksi <br />4.19 at 7.85 ft <br />-4.19 at 7.85 ft <br />Bending Strong Stress ( )ksi <br />4.922e-04 at 7.85 ft <br />-4.922e-04 at 7.85 ft <br />Bending Weak Stress ( )ksi <br />AISC 15th (360-16): LRFD Code Check <br />Limit State Required Available Unity Check <br />Applied Loading - Bending/Axial 10 - - -- <br />Applied Loading - Shear + Torsion 10 - - -- <br />Axial Tension Analysis 10 0.000 lb 293940 lb -- <br />Axial Compression Analysis 10 16947.75 lb 282876.75 lb -- <br />Flexural Analysis (Strong Axis)10 6170.97 lb-ft 66287.773 lb-ft -- <br />Flexural Analysis (Weak Axis)0.151 lb-ft 66287.773 lb-ft -- <br />Shear Analysis (Major Axis y)10 786.111 lb 84512.289 lb 0.009 Pass <br />Shear Analysis (Minor Axis z)10 0.019 lb 84512.289 lb 0.000 Pass <br />Bending & Axial Interaction Check (UC Bending Max)10 - - 0.123 Pass <br />Torsional Analysis 10 0.000 lb-ft 58090.801 lb-ft 0.000 Pass <br />RISA-3D Version 20 [ RISA CFa.r3d ]Page 21 <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />DOTec Corp. <br />AG <br />#2303092 <br />Tera wray <br />Checked By : ALG <br />Page 36 of 44 <br />3201 S Halladay St <br />5/5/2025