How we calculate the ultimate moment ( Mu) for the column design in case of a two storied school building framed structure. Only given data is loads coming from various slabs , beams around the column.
Only tell the steps how to procceed.
(This ultimate moment may be generated in case of axial load-Uniaxial bending condition or axial load-biaxial bending condition.)
(This is the problem of column design, so nothing is given except loading condition.)