A$.)$ Calculate load for beam $($B$5)$ given the floor plan and that uniform area load $2\mathrm{.}4$ kPa is applied across all areas. Characterize the slabs. Use $45$ degrees to distribute the load $2-$way slabs. Draw the beam and their load values and direction.

B$.)$ What is the load $($point load$)$ for columns C$1?$

Floorplan

Area load applied on all slabs of this floorplan: $2\mathrm{.}4$kPa$=2\mathrm{.}4k\frac{N}{m^2}$