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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 />.Code References <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combinations Used : ASCE 7-16 <br />General Information <br />Steel Stress Grade <br />Top & Bottom PinnedAnalysis Method : <br />18.0Overall Column Height <br />Top & Bottom FixityAllowable Strength <br />Fy : Steel Yield <br />ksi29,000.0 <br />ksi <br />Steel Section Name :HSS3-1/2x3-1/2x1/4 <br />46.0 <br />ft <br />E : Elastic Bending Modulus <br />Y-Y (depth) axis : <br />X-X (width) axis : <br />Unbraced Length for buckling ABOUT Y-Y Axis = 18.0 ft, K = 1.50 <br />Unbraced Length for buckling ABOUT X-X Axis = 18.0 ft, K = 1.50 <br />Brace condition for deflection (buckling) along columns : <br />.Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Column self weight included : 188.629 lbs * Dead Load Factor <br />AXIAL LOADS . . . <br />Axial Load at 18.0 ft, D = 1.836, E = 0.6310 k <br />BENDING LOADS . . . <br />Moment acting about X-X axis at 11.0 ft, E = 0.490 k-ft <br />. <br />X-X & Y-Y kl/r > 200 <br />DESIGN SUMMARY <br />PASS Max. Axial+Bending Stress Ratio =0.3629 <br />Location of max.above base 10.993 ft <br />2.466 k <br />7.260 k <br />0.2095 k-ft <br />Load Combination +D+0.70E+0.60H <br />Load Combination +D+0.70E+0.60H <br />8.034 k-ft <br />Bending & Shear Check Results <br />PASS Maximum Shear Stress Ratio = <br />0.01906 k <br />0.000883 : 1 <br />Location of max.above base 0.0 ft <br />At maximum location values are . . . <br />: 1 <br />At maximum location values are . . . <br />k <br />8.034 k-ft <br />0.0 k-ft <br />Pa : Axial <br />Pn / Omega : Allowable <br />Ma-x : Applied <br />Mn-x / Omega : Allowable <br />Ma-y : Applied <br />Mn-y / Omega : Allowable <br />Va : Applied <br />Vn / Omega : Allowable <br />Maximum Load Reactions . . <br />Top along X-X 0.0 k <br />Bottom along X-X 0.0 k <br />Top along Y-Y 0.02722 k <br />Bottom along Y-Y 0.02722 k <br />Maximum Load Deflections . . . <br />Along Y-Y 0.04919 in at 7.732 ft above base <br />for load combination :E Only <br />Along X-X 0.0 in at 0.0 ft above base <br />for load combination : <br />21.572 <br />. <br />Maximum Axial + Bending Stress Ratios Maximum Shear Ratios <br />Load Combination Stress Ratio Location Stress Ratio Status LocationStatus <br />Load Combination Results <br />Cbx Cby KxLx/Rx KyLy/Ry <br />+D+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+L+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+Lr+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+S+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+0.750Lr+0.750L+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+0.750L+0.750S+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+0.60W+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+0.750Lr+0.450W+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+D+0.750S+0.450W+H PASS PASS0.00 0.000 0.00 ftft0.279 1.52 1.00 245.45 245.45 <br />+0.60D+0.60W+0.60H PASS PASS0.00 0.000 0.00 ftft0.167 1.52 1.00 245.45 245.45 <br />+D+0.70E+0.60H PASS PASS10.99 0.001 0.00 ftft0.363 1.52 1.00 245.45 245.45 <br />+D+0.750L+0.750S+0.5250E+H PASS PASS10.99 0.001 0.00 ftft0.342 1.52 1.00 245.45 245.45 <br />+0.60D+0.70E+H PASS PASS10.99 0.001 0.00 ftft0.251 1.52 1.00 245.45 245.45 <br />. <br />Page 38 of 68 <br />2331 S Pullman St <br />2/18/2025