1. Design an eccentrically loaded column, Pu=___, Mux=___. Keep r<=0.03. 2. Design a biaxial eccentrically loaded column, Pu=___, Mux=___, Muy=___. Keep r<=0.03 3. Design the columns to support the continuous beam-slab system. I see four unique cases, columns 1 through 4 highlighted on the figure. Loads are given in the Excel file. Keep r<=0.03