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Detail Report: M12 <br />Load Combination:Envelope Code check:0.054 (LC 19) <br />y <br />z <br />y <br />z <br />x <br />Input Data <br />Shape:HSS4X4X1/8'' <br />Member Type:Beam <br />Length (in):48 <br />Material Type:Hot Rolled Steel <br />Design Rule:Typical <br />Internal Sections:97 <br />Design Code:AISC 15th (360-16): <br />ASD <br />I Node:N25 <br />J Node:N24 <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:A500 Gr.B Rect <br />E (ksi):29000 <br />G (ksi):11154 <br />Nu:0.3 <br />Therm. Coeff. (/1E5 <br />F): <br />0.65 <br />Density (k/ft ):3 0.527 <br />Fy (ksi):46 <br />R :y 1.4 <br />Fu (ksi):58 <br />R :t 1.3 <br />M12 <br />N25 N24 <br />AISC 15th (360-16): ASD Code Check <br />Limit State Gov. LC Required Available Unity Check Result <br />Applied Loading - Bending/Axial 19 ---- <br />Applied Loading - Shear + Torsion 3 ---- <br />Axial Tension Analysis 19 0.006 k 53.368 k -- <br />Axial Compression Analysis 19 0 k 50.167 k -- <br />Flexural Analysis (Strong Axis)19 0.167 k-ft 6.355 k-ft -- <br />Flexural Analysis (Weak Axis)- 0.177 k-ft 6.355 k-ft -- <br />Shear Analysis (Major Axis y)3 0.349 k 14.978 k 0.023 PASS <br />Shear Analysis (Minor Axis z)3 0.22 k 14.978 k 0.015 PASS <br />Bending & Axial Interaction Check (UC Bending Max)19 --0.054 PASS <br />Torsional Analysis 19 0.05 k-ft 5.16 k-ft 0.01 PASS <br />RISA-3D Version 22 [ Risa_01.r3d ] <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />DOTec Corp. <br />MA <br />B2411094_000 <br />RL Construction <br />Checked By : ALG <br />3/6/2025 <br />1:16:16 PM <br />77 of 89 <br />3201 S Halladay St <br />5/5/2025