Tutorial Question 7-2: The building frame below, has got two stories, the first floor is used as residential and is a two-way concrete slab as per the details shown. The second floor is a trafficable roof and is made of cold formed steel joists and 75mm reinforced concrete slab.Assume concrete density is 2500kq/m3 and ignore weighit of steel elements and any external walls in your calculation. Using AS1170.0, Determine: a) Sketch Dead load and live load on the following beams: C2-B2, D1-A1, A1-B1 b) Draw shear force and bending moment diagram for each of the above beams under Dead load and live loads separately. c) Short-term and long-term serviceability design actions (shear force and bending moment) for the above-mentioned beams. d) Ultimate design load for column B. 4000 6000 B000 500 Beam C2-B2 Level2 6000 Level 1 Beam D1-A1 4000 Beam A1-B1 D B Level 0 A