Laserfiche WebLink
Steel Column <br />LIC# : KW-06017148, Build:20.24.10.30 CASTILLO ENGINEERING INC.(c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:C1* <br />Project File: 25-132.ec6 <br />Project Title: <br />Engineer: <br />.Code References <br />Calculations per AISC 360-16, IBC 2018, CBC 2019 <br />Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) <br />General Information <br />Steel Stress Grade <br />Analysis Method : <br />8.5Overall Column Height <br />Top & Bottom FixityAllowable Strength <br />Fy : Steel Yield ksi <br />Steel Section Name :HSS6x6x1/2 <br />46.0 <br />ft <br />E : Elastic Bending Modulus <br />.Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Column self weight included : 299.540 lbs * Dead Load Factor <br />AXIAL LOADS . . . <br />B3: Axial Load at 8.50 ft, D = 0.6520, LR = 0.8680 k <br />B4: Axial Load at 8.50 ft, D = 0.5440, LR = 0.7260 k <br />BENDING LOADS . . . <br />Lat. Point Load at 8.50 ft creating Mx-x, E = 0.8040 k <br />.DESIGN SUMMARY <br />PASS Max. Axial+Bending Stress Ratio =0.1402 <br />Location of max.above base 0.0 ft <br />1.799 k <br />268.287 k <br />-6.219 k-ft <br />Load Combination +1.203D+0.910E <br />Load Combination +1.203D+0.910E <br />45.449 k-ft <br />Bending & Shear Check Results <br />PASS Maximum Shear Stress Ratio = <br />0.7316 k <br />0.01034 : 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 />45.449 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 0.0 k <br />Bottom along Y-Y 0.8040 k <br />Maximum Load Deflections . . . <br />Along Y-Y 0.2020 in at 8.50 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 />70.779 <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 Only PASS PASS0.00 0.000 0.00 ftft0.006 1.00 1.00 0.00 0.00 <br />+D+Lr PASS PASS0.00 0.000 0.00 ftft0.012 1.00 1.00 0.00 0.00 <br />+D+0.750Lr PASS PASS0.00 0.000 0.00 ftft0.010 1.00 1.00 0.00 0.00 <br />+0.60D PASS PASS0.00 0.000 0.00 ftft0.003 1.00 1.00 0.00 0.00 <br />+1.203D+0.910E PASS PASS0.00 0.010 0.00 ftft0.140 1.00 1.00 0.00 0.00 <br />+1.203D-0.910E PASS PASS0.00 0.010 0.00 ftft0.140 1.00 1.00 0.00 0.00 <br />+1.152D+0.6825E PASS PASS0.00 0.008 0.00 ftft0.106 1.00 1.00 0.00 0.00 <br />+1.152D-0.6825E PASS PASS0.00 0.008 0.00 ftft0.106 1.00 1.00 0.00 0.00 <br />+0.3970D+0.910E PASS PASS0.00 0.010 0.00 ftft0.138 1.00 1.00 0.00 0.00 <br />+0.3970D-0.910E PASS PASS0.00 0.010 0.00 ftft0.138 1.00 1.00 0.00 0.00 <br />. <br />k k-ft <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />X-X Axis Reaction Y-Y Axis ReactionAxial Reaction <br />@ Base @ Top@ Base @ Base @ Top <br />Maximum Reactions <br />@ Base @ Base@ Top @ Top <br />Mx - End Moments My - End Moments <br />D Only 1.496 <br />+D+Lr 3.090 <br />+D+0.750Lr 2.691 <br />122