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Company Boeing <br />11RISA <br />Designer :Daniel Jaffe <br />Job Number <br />ANEMETSCHEKCOMPANv Model Name 40-26 4th Floor Cantilever Rack <br />Detail Report: M1 Unity Check: 0.731 (axial/bending) <br />Input Data: <br />12/17/2024 <br />3:46:24 PM <br />Checked By: Clemens Ro... <br />Load Combination: LC 3: LRFD LC 5x+ <br />x Shape: 2-Column-FF I Node: <br />Member Type: Column J Node: <br />z Length (ft): 12 1 Release: <br />Material Type: Cold Formed Steel J Release: <br />Design Rule: Typical I Offset (in): <br />Number of Internal Sections: 97 J Offset (in): <br />Material Properties: <br />Material: <br />E (ksi): <br />G (ksi): <br />Shape Properties: <br />D (in): <br />B (in): <br />t (in): <br />R (in): <br />d (in): <br />I YY (in'): <br />Iu(in'): <br />Design Properties: <br />Lby-Y (ft): <br />L b Z-Z (ft) <br />Lcomp top (ft) <br />Lcomp bot (ft) <br />C b: <br />Cm Y-Y' <br />CM Z-Z: <br />N1 <br />Diagrams: <br />5.172 at 0 ft <br />0 at 8.125 ft <br />Axial Force ( kips <br />CF1 Nu: 0.3 FY (ksi): <br />29000 Therm. Coeff. (1e"F-1): 0.65 FU (ksi): <br />11520 Density(k/ft3): 0.49 <br />10 <br />Area (inZ): <br />4 <br />J (in'): <br />0.188 <br />C. (in'): <br />0.25 <br />ro(in): <br />0.885 <br />rZ (in): <br />14.718 <br />rY (in): <br />69.082 <br />SeZ (in'): <br />5.425 <br />Sett (in'): <br />38.61 <br />StZ (in'): <br />49.661 <br />Sfyz (in'): <br />3.93 <br />Se,Y (in'): <br />3.569 <br />Sety (in'): <br />1.647 <br />Sty (in 3): <br />13.811 <br />StvY (in 3): <br />3 <br />KY-Y: <br />1 <br />N/A <br />KZ-Z: <br />1 <br />Lbyy <br />R. <br />N/A <br />N/A <br />y sway: <br />No <br />1 <br />z sway: <br />No <br />N/A <br />a (ft): <br />0.75 <br />N/A <br />Function: <br />Lateral <br />M1 <br />y Deflection (in) <br />1.954at1.5ft <br />0 at 8.125 ft <br />y Shear Force ( kips ) <br />Max Defl Ratio: <br />Max Defl Location: <br />Span: <br />10.024at0ft <br />N1 <br />N2 <br />Fixed <br />Fixed <br />N/A <br />N/A <br />42 <br />58 <br />13.812 <br />13.816 <br />13.816 <br />6.269 <br />6.269 <br />7.359 <br />7.359 <br />L/170 <br />0 <br />N/A <br />N2 <br />1.811 e-04 at 12 ft <br />-1.969e-04 at 3.625 ft <br />z Deflection (in) <br />-0.001 at 5.125 ft <br />z Shear Force ( kips ) <br />RISA-3D Version 19 [ 40-26 cantilever rack copy.r3d ] Page 14 <br />