An five-Storey Hotel is to be designed using a two-way slab supported by 400mm x 650mm monolithic beams on the beam-column lines, having a slab dimensions of 5.85m x 7.25m center-to-center spacing. A supper imposed Dead load of 4.55KPa for partition and Live loading of 15.68KPa is specified. Find the required slab thickness, using the steel ratio of approximately 0.0151 maximum, and design the reinforcement for a typical exterior-edge panel (two-sides without continuous slab). Detail the reinforcement, showing size, spacing, and length of rebars. All straight bars will be used. Material strengths will be f’c= 21.5MPa and fy =275MPa. Use combination: 1.2 DL + 1.6 LL. Use the moment coefficient method.

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