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Project Title: • <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Concrete Column Project File:COL LAT DEFLECTION.ec6 <br /> LIC#:KW-06016450,Build:20.21.12.16 QUANTUM CONSULTING ENGINEERS (c)ENERCALC INC 1983-2021 <br /> DESCRIPTION: (e) 16x24 <br /> Governing Load Combination Results <br /> Governing Factored Moment Dist.from Axial Load Bending Analysis k-ft <br /> Load CombinationUtilization <br /> X-X Y-Y base ft Pu � *Pn $x $x Mux $y $y`Muy Alpha (deg) g Mu �Mn Ratio <br /> +1.20D+1.60L M2,min 17.88 465.041,246.75 1.108 56.67 0.000 56.67 153.38 0.371 <br /> +1.20D+0.50L M2,min 17.88 351.741,246.75 1.000 38.69 0.000 38.69 135.56 0.284 <br /> +1.20D M2,min 17.88 300.241,246.75 1.000 33.03 0.000 33.03 135.56 0.243 <br /> +1.20D+0.50L+E 17.88 351.741,246.75 1.400 54.17 0.000 54.17 191.81 0.282 <br /> +0.90D M2,min 17.88 225.181,246.75 1.000 24.77 0.000 24.77 135.56 0.182 <br /> +0.90D+E 17.88 225.181,246.75 1.285 31.84 0.000 31.84 176.08 0.181 <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments <br /> Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top <br /> D Only 250.200 <br /> +D+L 353.200 <br /> +D+0.750L 327.450 <br /> +D+0.70E 1.750 1.750 250.200 <br /> +D+0.750L+0.5250E 1.313 1.313 327.450 <br /> +0.60D 150.120 <br /> +0.60D+0.70E 1.750 1.750 150.120 <br /> L Only • 103.000 <br /> E Only 2.500 2.500 <br /> Maximum Moment Reactions Note:Only non-zero reactions are listed. <br /> Moment About X-X Axis Moment About Y-Y Axis <br /> Load Combination ©Base @ Top @ Base @ Top <br /> D Only k-ft k-ft <br /> +D+L k-ft k-ft <br /> +D+0.750L k-ft k-ft <br /> +D+0.70E k-ft k-ft <br /> +D+0.750L+0.5250E k-ft k-ft <br /> +0.60D k-ft k-ft <br /> +0.60D+0.70E k-ft k-ft <br /> L Only k-ft k-ft <br /> E Only k-ft k-ft <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+L 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.750L 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.70E 0.0000 in 0.000 ft 0.013 in 9.060 ft <br /> +D+0.750L+0.5250E 0.0000 in 0.000 ft 0.010 in 9.060 ft <br /> +0.60D 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +0.60D+0.70E 0.0000 in 0.000 ft 0.013 in 9.060 ft <br /> L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> E Only 0.0000 in 0.000 ft 0.018 in 9.060 ft <br /> rl L13 <br />