A$.)$ Calculate loads for all the beams shown$($B$1-$B$10)$ given the floor plan and that uniform area load $35$ psi is applied across all areas. Characterize the slabs. Use $45$ degrees to distribute the load $2-$way slabs. Draw the beams and loads on each one along with their load value and direction. Show all necessary lengths to each beam.

B$.)$ What is the load $($point load$)$ for columns C$1-$C$5?$