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Company Boeing 12/17/2024 <br />11RISA <br />Designer :Daniel Jaffe 3:46:24 PM <br />Job Number : Checked By: Clemens Ro... <br />ANEMETSCHEK COMPANY Model Name : 40-26 4th Floor Cantilever Rack <br />3.911 a-05 at 0 ft <br />0.953 at 0 ft <br />0 at 8.125 ft <br />Torsion ( kip-ft) <br />0 at 8.125 ft <br />Axial Stress ( ksi ) <br />AISI S100-16: LRFD Code Check <br />22.131 at 0 ft <br />19.267 at 0 ft <br />0.008 at 1.5 ft <br />0 at 8.125 ft -0.028 at 0 ft <br />z-z Moment ( kip-ft) y-y Moment ( kip-ft) <br />0 at 8.125 ft <br />Bending Compression Stress ( ksi ) <br />Bending Tension Stress ( ksi ) <br />Limit State <br />Required <br />Available Unity Check Result <br />Applied Loading - Bending/Axial <br />Applied Loading - Shear + Torsion <br />[Axial Tension Analysis <br />0.000 k <br />205.054 k - - <br />[Axial Compression Analysis <br />5.172 k <br />68.606 k - - <br />[Flexural Analysis (Strong Axis) <br />22.131 k-ft <br />33.839 k-ft - - <br />FFlexural Analysis (Weak Axis) <br />0.028 k-ft <br />19.747 k-ft - - <br />Shear Analysis (Major Axis y) <br />Shear Analysis (Minor Axis z) <br />Bending & Axial Interaction Check (UC Bending Max) <br />1.958 k 82.129 k 0.024 Pass <br />0.002 k 20.235 k 0.000 Pass <br />- - 0.731 Pass <br />RISA-3D Version 19 [ 40-26 cantilever rack copy.r3d I Page 15 <br />