(Solved): (6) The steel column section shown is subjected to an axial concentric compressive force \( (\mathr ...

(6) The steel column section shown is subjected to an axial concentric compressive force \( (\mathrm{P})=400 \mathrm{kN} \), a bending moment about \( \mathrm{x} \)-axis \( \left(\mathrm{M}_{\mathrm{x}}\right)=24 \mathrm{kN} . \mathrm{m} \). and a bending moment about \( y \)-axis \( \left(M_{y}\right)=15 \mathrm{kN} . \mathrm{m} \). It is required to calculate the maximum compressive and tensile stresses acting on the section.