The column shown in figure 1 is subjected to an axial compressive stress of 56,000 kg. it is designed and proposed in which cross section it is required to support it; taking into account the maximum unit stress for the steel. make the design with beam "i" and with "2 ["; in case 2 there is a 3.30 m high column. it is assumed that a column is articulated at both ends and that for its construction there is a 5 "depth beam" i ", plus two steel plates. excel.