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Detail Report: M1 <br />Load Combination:Envelope Code check:0.566 (LC 30) <br />y <br />z <br />y <br />z <br />x <br />Input Data <br />Shape:HSS6X6X4 <br />Member Type:Column <br />Length (in):97.575 <br />Material Type:Hot Rolled Steel <br />Design Rule:Columns <br />Internal Sections:96 <br />Design Code:AISC 15th (360-16): ASD <br />I Node:N7 <br />J Node:N11 <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 />M1 <br />N7 N11 <br />AISC 15th (360-16): ASD Code Check <br />Limit State Gov. LC Required Available Unity Check Result <br />Applied Loading - Bending/Axial 30 - -- - <br />Applied Loading - Shear + Torsion 36 - -- - <br />Axial Tension Analysis 30 0.335 k 144.335 k - - <br />Axial Compression Analysis 30 0 k 128.355 k - - <br />Flexural Analysis (Strong Axis)30 13.194 k-ft 25.709 k-ft - - <br />Flexural Analysis (Weak Axis)- 1.321 k-ft 25.709 k-ft - - <br />Shear Analysis (Major Axis y)36 1.673 k 40.826 k 0.041 PASS <br />Shear Analysis (Minor Axis z)36 0.141 k 40.826 k 0.003 PASS <br />Bending & Axial Interaction Check (UC Bending Max)30 - -0.566 PASS <br />Torsional Analysis 30 0 k-ft 21.278 k-ft 0 PASS <br />RISA-3D Version 22 [ Monoslope 224730-2.r3d ] <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Americana Outdoors <br />AO <br />224730-2 <br />Monoslope Shelter 20' x 112.5' <br />Checked By : __________ <br />6/10/2025 <br />10:02:02 PM <br />Page 103 of 111