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Detail Report: M18 <br />Load Combination:Envelope Code check:0.403 (LC 14) <br />y <br />z <br />y <br />z <br />x <br />Input Data <br />Shape:HSS5X3X3 <br />Member Type:Beam <br />Length (in):231 <br />Material Type:Hot Rolled Steel <br />Design Rule:Beams <br />Internal Sections:96 <br />Design Code:AISC 15th (360-16): ASD <br />I Node:N30 <br />J Node:N4 <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-B <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):46 <br />R :y 1.4 <br />Fu (ksi):58 <br />R :t 1.3 <br />M18 <br />N30 N4 <br />AISC 15th (360-16): ASD Code Check <br />Limit State Gov. LC Required Available Unity Check Result <br />Applied Loading - Bending/Axial 14 - -- - <br />Applied Loading - Shear + Torsion 14 - -- - <br />Axial Tension Analysis 14 0 k 71.066 k - - <br />Axial Compression Analysis 14 0.202 k 10.845 k - - <br />Flexural Analysis (Strong Axis)14 3.273 k-ft 9.664 k-ft - - <br />Flexural Analysis (Weak Axis)- 0.373 k-ft 6.794 k-ft - - <br />Shear Analysis (Major Axis y)14 1.522 k 25.755 k 0.059 PASS <br />Shear Analysis (Minor Axis z)14 0.328 k 14.252 k 0.023 PASS <br />Bending & Axial Interaction Check (UC Bending Max)14 - -0.403 PASS <br />Torsional Analysis 14 0.127 k-ft 6.509 k-ft 0.02 PASS <br />RISA-3D Version 22 [ Monoslope 224730-1.r3d ] <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Americana Outdoors <br />AO <br />224730-1 <br />Monoslope Shelter 22' x 56.5' <br />Checked By : __________ <br />6/10/2025 <br />9:50:23 PM <br />Page 49 of 111