2. Steel floor beams arranged as shown in Figure 1(a) support a 175 mm thick reinforced concrete slab. The floor is desi
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2. Steel floor beams arranged as shown in Figure 1(a) support a 175 mm thick reinforced concrete slab. The floor is desi
2. Steel floor beams arranged as shown in Figure 1(a) support a 175 mm thick reinforced concrete slab. The floor is designed to carry an imposed load of 3.5 kN/m2 and finishes of 1.0 kN/m². In addition, the external beam is also designed to carry 115 mm thick brick wall of 2.8 m high. Calculate the total UDL (in kN/m) that supported by the internal and external beam based on ULS and SLS. Figure 1(b) shows the individual steel beam span and the UB size is to be assumed. (PLOI, CLO2) (15 marks) Steel floor beams Slab span Slab span 6m External beam Internal beam External beam 4 m 4 m Floor plan Figure 1(a): Floor beam arrangement Total UDL 6m Isolated steel beam Figure 1(b): Beam span
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