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Detail Report: 2 <br />Load Combination:LC 22: DL+0.6WL(10)Code check:0.349 (axial/bending) <br />y <br />z <br />y <br />z <br />x <br />Input Data <br />Shape:W12X40 <br />Member Type:Beam <br />Length (ft):14.825 <br />Material Type:Hot Rolled Steel <br />Design Rule:Typical <br />Internal Sections:97 <br />Design Code:AISC 14th (360-10): <br />ASD <br />I Node:3 <br />J Node:2 <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 />Diagrams: <br />0.079 at 14.83 ft <br />-1.601 at 0 ft <br />y Deflection (in)z Deflection (in) <br />-0.03 at 0 ft <br />-0.275 at 14.83 ft <br />Axial Force (k) <br />-0.641 at 0 ft <br />-4.518 at 14.83 ft <br />y Shear Force (k)z Shear Force (k) <br />Torsion (k-ft)y-y Moment (k-ft) <br />39.404 at 14.83 ft <br />z-z Moment (k-ft) <br />-0.003 at 0 ft <br />-0.024 at 14.83 ft <br />Axial Stress (ksi) <br />9.164 at 14.83 ft <br />Bending Compression Stress (ksi) <br />-9.164 at 14.83 ft <br />Bending Tension Stress (ksi) <br />AISC 14th (360-10): ASD Code Check <br />Limit State Required Available Unity Check Result <br />Applied Loading -Bending/Axial ---- <br />Applied Loading -Shear + Torsion ---- <br />Axial Tension Analysis 0.275 k 350.299 k -- <br />Axial Compression Analysis 0 k 189.585 k -- <br />Flexural Analysis (Strong Axis)39.404 k-ft 113.113 k-ft -- <br />Flexural Analysis (Weak Axis)0 k-ft 41.916 k-ft -- <br />Shear Analysis (Major Axis y)4.518 k 70.21 k 0.064 PASS <br />Shear Analysis (Minor Axis z)0 k 148.209 k 0 PASS <br />Bending & Axial Interaction Check (UC Bending Max)--0.349 PASS <br />RISA-3D Version 21 [ 24-0076 22 ft Semi-Cantilever.r3d ]Page 1 <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Caruso Turley Scott, Inc. <br />JKC <br />24-0076 <br />22 ft Semi-Cantilever <br />Checked By : __________ <br />1/25/2024 <br />3:37:15 PM <br />61 1610 E First St - 101118465 & <br />201822505/7/2024