Figure $1$ shows the elevation and main floor plan for a fivestory building. The floor slabs are $15$ cm thick. Assume an imposed load of $4\mathrm{.}0$ kN$/$m$2,$ which includes a $1\mathrm{.}0$ kN$/$m$2$ partition loading. The roof is assumed to have similarsized structural members, carrying a reduced imposed load of $4\mathrm{.}0$ kN$/$m$2.$ Design the beams along the assigned axis for bending and shear reinforcement, and the columns assigned. For the case need is beam position $3$ in second floor upper column.

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