Question Help 1 A two-storey office building is shown below. The floor slab and the roof slab are 150mm thick reinforced concrete. The ground floor is used as retaining space and the second floor is used as office space. Both roofs are designed as wafficable roofs. The beam has a uniform rectangular cross section of 400«600mm. Beams are supported by square columns of side 400 mm. a) Calculate the loads carried by the beams BC, CF and DE b) Calculate the column loads at AB, HC and GF —— Unit = mm — — ee sy SS | eet se] — FE ac “ts a — | -~ enn = _— a } ic. ee Se el - l + | ——_B pon ee —— i? + [= | SS ee ual = al yo a Ps a . Addition Information Required Ground floor retaining space — Live load = 5.0 kN/m? Second floor office space — Live load = 3.0 kN/m2 Please see attached worked examples Question Help 2 The beam below carries a total dead load of 10 kKN/m and a live load of 8 KN/m. Draw the shear force and bending moment for the beam (simple-end support condition). A B c 350 mm 7500 mm g 6500 mm y 5500 mm Y 7 a Please see additional information and worked example Question Help 3 A beam with rectangular cross section of 350*500 mm is shown in the figure below. All dimensions are in mm. a) Calculate the effective moment capacity for the beam. b) Determine the maximum number of N16 bars which may be added to the beam so that code condition k,
Question Help 1 Addition Information Required Ground floor retaining space ? Live load = 5.0 kN/m2 Second floor office space ? Live load = 3.0 kN/m2 Please see attached worked examples Question Help 2 Please see additional information and worked example Question Help 3 Please see additional information and worked example Fsy = 500 MPa Question Help 4 Please see additional information and worked example