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Concrete Column <br />LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 <br />DESCRIPTION: D2 - C5 column shear <br />Project File: Santa Ana.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />. <br />k k-ft <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />X-X Axis Reaction Y-Y Axis Reaction Axial Reaction <br />@ Base @ Top @ Base@ Base @ Top <br />Maximum Reactions <br />@ Base @ Base @ Top @ Top <br />My - End Moments Mx - End Moments <br />D Only 7.9507.000 92.750 <br />+0.60D 4.7704.200 55.650 <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />Moment About X-X Axis Moment About Y-Y Axis <br />@ Base @ Top@ Base @ Top <br />Maximum Moment Reactions <br />D Only k-ft k-ft92.750 <br />+0.60D k-ft k-ft55.650 <br />.Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />D Only 0.1081 0.000 0.000 ftftinin 13.250 <br />+0.60D 0.0642 0.000 0.000 ftftin in 13.161 <br />.Sketches <br />. Interaction Diagrams <br />2677 N Main St - <br />101110159-60 & <br />20175958-5902/07/23