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Company Boeing 12/17/2024 <br />11RISA <br />Designer :Daniel Jaffe 3:45:19 PM <br />Job Number : Checked By: Clemens Ro... <br />ANEMETSCHEK COMPANY Model Name : 40-26 4th Floor Cantilever Rack <br />Detail Report: M1 <br />z <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 />I. (in'): <br />Design Properties: <br />L b Y-Y (ft) : <br />L b �-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 />Unity Check: 0.731 (LC 3) <br />Input Data: <br />x <br />Shape: <br />2-Column-FF <br />I Node: <br />Member Type: <br />Column <br />J Node: <br />z <br />Length (ft): <br />12 <br />1 Release: <br />Material Type: <br />Cold Formed Steel <br />J Release: <br />Design Rule: <br />Typical <br />I Offset (in): <br />Number of Internal Sections: <br />97 <br />J Offset (in): <br />CF1 Nu: <br />0.3 <br />IF (ksi): <br />29000 Therm. Coeff. (1e"F-'): <br />0.65 <br />IF (ksi): <br />11520 Density (k/ft3): <br />0.49 <br />Load Combination: Envelope <br />N1 <br />N2 <br />Fixed <br />Fixed <br />N/A <br />N/A <br />42 <br />58 <br />10 <br />Area (in'): <br />5.425 <br />SetZ(in'): <br />13.812 <br />4 <br />J (in 4): <br />38.61 <br />SfZ (in'): <br />13.816 <br />0.188 <br />CW(in'): <br />49.661 <br />StyZ(in'): <br />13.816 <br />0.25 <br />ro(in): <br />3.93 <br />Sey (in 3): <br />6.269 <br />0.885 <br />rZ(in): <br />3.569 <br />Sett (in'): <br />6.269 <br />14.718 <br />ry(in): <br />1.647 <br />Sty (in'): <br />7.359 <br />69.082 <br />See (in 3): <br />13.811 <br />Sfy,y (in 3): <br />7.359 <br />3 <br />Ky-y: <br />1 Max Defl Ratio: <br />N/A <br />KZ-Z: <br />1 Max Defl Location: <br />Lbyy <br />R: <br />N/A Span: <br />N/A <br />ysway: <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 />Axial Force (kips) <br />M1 <br />0.036 at 12 ft <br />--0.848at 12 ft <br />ft <br />y Deflection (in) <br />y Shear Force ( kips ) <br />0.085 at 6 ft <br />-0.085 at 6 ft <br />z Deflection (in) <br />z Shear Force ( kips ) <br />N2 <br />RISA-3D Version 19 [ 40-26 cantilever rack copy.r3d ] Page 4 <br />