3003 W CASINO RD BLDG 40-26 2025-10-22

Company Boeing IIRISA Designer :Daniel Jaffe Job Number : Model Name : 40-26 4th Floor Cantilever Rack 3.911 e-05 at 0 ft 1.976 at 0 ft 0at8.125ft Torsion ( kip-ft) -0.428 at 7 ft _ Axial Stress ( ksi ) AISI S100-16: LRFD Code Check 22.131 at Oft 4.606at0ft 12/17/2024 3:45:25 PM Checked By: Clemens Ro... -4.888 at 0 ft 4.659 at Oft z-z Moment ( kip-ft) y-y Moment ( kip-ft) Bending Strong Stress ( ksi ) Bending Weak Stress ( ksi ) Limit State Gov. LC Required Available Unity Check Result Applied Loading - Bending/Axial 3 - - - - Location Oft Governing bending and axial location (71)y,top = —0.046 ksi Extreme top fiber positive bending stress about y-axis jhy,hot 0.046 ksi Extreme bottom fiber positive bending stress about y-axis Qhz,top 19.221 ksi Extreme top fiber positive bending stress about z-axis Qhz.hot 19.221 ksi Extreme bottom fiber positive bending stress about z-axis Qhz,con,,p = Qhz,hot = 19.221 ksi Compressive Stress from bending about z- axis Qbz,ten =—Qbz,top = 19.221 ksi Tensile stress from bending about z-axis Qby,comp = Qby,bot 0.046 ksi Compressive Stress from bending about y- axis Qby,ten =—Qby,top = 0.046 ksi Tensile stress from bending about y-axis P = P,,, = 5.172 k Compressive axial force due to factored loads Sy = 7.359 in Elastic shape modulus about local y-axis (weak) Mny = aby,tenSy = 0.028 k-ft Flexural force due to factored loads (with respect to y-axis) Sz = 13.816 in Elastic shape modulus about local z-axis (strong) trbr,t,,5� = 22.131 k-ft Mew = e. Flexural force due to factored loads (with respect to z-axis) Applied Loading - Shear + Torsion 6 - - - Location = 1.5 ft Governing shear location per governing axis RISA-3D Version 19 [ 40-26 cantilever rack copy.r3d ] Page 5