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
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