2611 ROCKEFELLER AVE ROCKEFELLER SQUARE 2 2024-08-12

IProject Title: Engineer: Project ID: I Project Descr: Concrete Column File=R:1_2019 Projects\19399.10 Rockefeller Squaret_Structural\Engineering\Gravitytheader.ec6. I Software copyright ENERCALC,INC.1983-2019,Build:12.19 8.31 . Lao#:KYV 0600 1 5 CG ENGINEERING DESCRIPTION: 12x24 I Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @Base @Top @Base @Top @Base @ Base @ Top @ Base @ Top +D+0.750L+0.750S 284.775 I +0.60D 120.240 L Only 93.100 S Only 19.400 Maximum Moment Reactions Note:Only non-zero reactions are listed. Moment About X-X Axis Moment About Y-Y Axis Load Combination @ Base @ Top @ Base @ Top D Only k-ft k-ft +D+L k-ft k-ft I +D+S k-ft k-ft +D+0.750L k-ft k-ft +D+0.750L+0.750S k-ft k-ft +0.60D k-ft k-ft L Only k-ft k-ft S Only k-ft k-ft Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance I D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S 0.0000 in 0.000 ft 0.000 in 0.000 ft I +0.60D 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 n 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Sketches • 40, ; --"' 40„ , 410, I4100. 1 I I I 1.042 I