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Steel Column <br />STORAGE RACK ENGINEERING, INC.Lic. # : KW-06008597 <br />DESCRIPTION:ROLL UP DOOR COLUMN <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.10.31 <br />File: AXIOM MATERIALS INC 23-1019-4 COLUMN AND BEAM.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 24 OCT 2023, 12:51PM <br />Project Descr: <br />Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 0.000 0.000 ftftinin0.000 <br />S Only 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.000 0.000 ftftinin0.000 <br />E Only 0.0000 0.049 7.732 ftftinin0.000 <br />H Only 0.0000 0.000 0.000 ftftinin0.000 <br />.Steel Section Properties :HSS3-1/2x3-1/2x1/4 <br />R xx = <br />1.320 <br />in <br />Depth =3.500 in <br />R yy = <br />1.320 <br />in <br />J =8.350 in^4 <br />Width =3.500 in <br />Wall Thick <br />= <br />0.250 in Zx =3.500 in^3 <br />Area <br />= <br />2.910 in^2 <br />Weight =10.479 plf <br />I xx =5.04 in^4 <br />S xx =2.88 in^3Design Thick =0.233 in <br />I yy =5.040 in^4 C =4.920 in^3 <br />S yy =2.880 in^3 <br />Ycg =0.000 in <br />Sketches <br />Page 40 of 68 <br />2331 S Pullman St <br />2/18/2025