A 6-metre-long steel column is considered for resisting a designaxial compression force of 1500 kN and a design major-axis bendingmoment of 300 kNm. The column is fixed at its base and is pinned atits crest. You are required to determine a suitable UC section toresist the design axial load and moment, and to verify the adequacyof the column you have designed. Ignore the self-weight of thecolumn selected.