a$)$ Design the one way slab. A typical $1$m strip is shown on the plan. The beams can be assumed to be$350$ wide $($to start$)$ that will allow you to find the slab clear span. Live Load is see above kPa and thedead load $=$ see above kPa to account for partitions and other finishes. Self weight not included.b$)$ Beam Design:Design Beam line B$3-$B$4-$B$3$ in the floor plan $(9\mathrm{.}86$m$,8\mathrm{.}23$m$,9\mathrm{.}86$m clear spans$)$You can treat the beam as $3$ span continuous. Design for max positive andnegative moments. Design stirrups. Sketch elevation view of beams with bardetails.c$)$ Girder Design: Design a typical Girder G$3.$ For the bottom steel, you may assume simply supportedspan with point load at its midspan; also add its self weight. Design stirrups for girder. Sketchelevation view of beams with bar details. $($watch video for more details$)$Suggestion for group members: Parts a$)$ and c$)$ for one member; Part b$)$ for the other. Part b covers all designaspects. Though part c makes the $$simply supported$$ assumption, part a$)$ will cover the continuity concept inMoment calcs