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IProject Title: <br /> Engineer: <br /> Project ID: <br /> IProject Descr: <br /> Concrete Column File=R:1_2019 Projects119399.10 Rockefeller Square\_Structural\Engineering\Gravitylheader.ec6 <br /> I Software copyright ENERCALC,INC.1983-2019,Build:12.19.8.31 . <br /> Lic:# KW t38Do5155 CG ENGINEERING <br /> DESCRIPTION: 12x12 <br /> II 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+0.750L+0.750S 139.118 <br /> I +0.60D 58.680 <br /> L Only 45.600 <br /> S Only 9.490 <br /> Maximum Moment Reactions Note:Only non-zero reactions are listed. <br /> I <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 /> I +D+S k-ft k-ft <br /> +D+0.750L k-ft k-ft <br /> +D+0.750L+0.750S k-ft k-ft <br /> +0.60D k-ft k-ft <br /> L Only k-ft k-ft• <br /> S 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 /> I 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+S 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+0.750L+0.750S 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> I +0.60D 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> Sketches <br /> I <br /> i ' .- -1.---"---' .,, 1 " <br /> •„ •:, •= <br /> I <br /> I <br /> I 1.040 <br />