CIVL 232 Design of Structural Concrete Assignment 6:Continuous beams, one-way and two-way slabs, staircasesAssigned: Thursday 4 May 2006 Due date: Thursday 11 May 2006 1. The floor plan and slab arrangement of a building are shown in Fig. 6.1. The slab depth is assumed to be 120 mm. The loading is as follows: Dead load = self-weight + screed + finish + ceiling = 8 kN/m2; Imposed load = 5 kN/m2. The condition of exposure is mild. fcu= 30 N/mm2and fy= 460 N/mm2. Design the continuous beam S1-S2-S3-S3-S4-S5-S6 and the continuous one-way slabs between A3-D3 and A4-D4. Show the reinforcement on sketches. Fig. 6.1 2. The floor plan of a building is shown in Fig. 6.2. It consists of restrained slabs poured monolithically with edge beams. The slab thickness is to be 150 mm.
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