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Detail Report: M1 <br />Load Combination:Envelope Code check:0.168 (LC 2) <br />y <br />z <br />y <br />z <br />x <br />Input Data <br />Shape:HSS4X4X4 <br />Member Type:Column <br />Length (ft):8 <br />Material Type:Hot Rolled Steel <br />Design Rule:Typical <br />Internal Sections:97 <br />Design Code:AISC 15th (360-16): <br />LRFD <br />I Node:N1 <br />J Node:N2 <br />I Release:Fixed <br />J Release:Fixed <br />I Offset:N/A <br />J Offset:N/A <br />T/C Only:Both Way <br />Material Properties <br />Material:A992 <br />E (ksi):29000 <br />G (ksi):11154 <br />Nu:0.3 <br />Therm. Coeff. (/1E5 F):0.65 <br />Density (k/ft ):3 0.49 <br />Fy (ksi):50 <br />R :y 1.1 <br />Fu (ksi):65 <br />R :t 1.1 <br />Shape Properties <br />d (in):4 <br />bf (in):4 <br />t (in):0.233 <br />Iyy (in ):4 7.8 <br />Izz (in ):4 7.8 <br />Area (in ):2 3.37 <br />J (in ):4 12.8 <br />Design Properties <br />Lb y-y (ft):8 <br />Lb z-z (ft):8 <br />L :comp top Lbyy <br />Lcomp bot (ft):8 <br />Ltorque (ft):8 <br />K :y-y 1 <br />K :z-z 1 <br />y sway:No <br />z sway:No <br />Function:Lateral <br />Seismic DR:None <br />Max Defl Ratio:L/222 <br />Max Defl Location:8 <br />Span:N/A <br />τ :b 1 <br />M1 <br />N1 N2 <br />y Deflection (in) <br />Diagrams: <br />z Deflection (in) <br />RISA-3D Version 22 [ Fence Post.r3d ] Page 1 <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Buehler <br />KeithS <br />2024-0137 <br />SimonMed Santa Ana <br />Checked By : __________ <br />9/11/2024 <br />8:02:31 AM <br />8