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Detail Report: M15 <br />Load Combination:Envelope Code check:0.011 (LC 3) <br />y <br />z <br />y <br />z <br />x <br />Input Data <br />Shape:HSS6X4X3/16 <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:N7 <br />J Node:N3 <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 />M15 <br />N7 N3 <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 0.059 k 99.675 k -- <br />Axial Compression Analysis 19 0 k 94.072 k -- <br />Flexural Analysis (Strong Axis)19 0.073 k-ft 16.857 k-ft -- <br />Flexural Analysis (Weak Axis)- 0.059 k-ft 12.528 k-ft -- <br />Shear Analysis (Major Axis y)3 0.295 k 33.78 k 0.009 PASS <br />Shear Analysis (Minor Axis z)3 0.236 k 21.352 k 0.011 PASS <br />Bending & Axial Interaction Check (UC Bending Max)19 --0.009 PASS <br />Torsional Analysis 19 0.074 k-ft 11.438 k-ft 0.006 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 />1:16:15 PM <br />76 of 89 <br />3201 S Halladay St <br />5/5/2025