QUESTION $5$A short column having a standard $356$ x $368$ mm x $133$ kg$/$m H$-$section $($parallel flange$)$ cross$-$section is used to support a point load of P kN$.$ Due to an alignment error during construction, the point load P is applied at an eccentricity of f from the centroid axis X$-$X and on the centroid axis Y$-$Y as shown in Figure Qn$\mathrm{.}5.-$ XFigure Qn$\mathrm{.}5$The misaligned load P induces an overall compressive stress of $160$ MPa at point A and an overall tensile stress of $30$ MPa at point B$.$ Points A and B lie on the extreme surfaces of the column as shown in Figure Qn$\mathrm{.}5.$ Calculate the load P and the eccentricity $9-$