Given a concrete column that would be required to support loads of Pu=400kips and Mu=50 kip-feet, we will determine the column interaction curve and decide if the column is adequate for this particular application

Given a concrete column that would be required to support loads of Pu=400kips and Mu=50 kip-feet, we will determine the column interaction curve and decide if the column is adequate for this particular application.The column will be a 14”x14” square, tied column with #9 bars at the corners.The center of the reinforcement in each corner is 3” from each of the sides.The f’c of the concrete is 4 ksi and the reinforcement is Grade 60.Note:All of the interaction curves that are eventually plotted in EXCEL should be shown on the same plot, not on additional pages.