Question-1 Figure 1 shows a reinforced concrete floor which is to be designed for a uniform storage loading of 8 kPa, in adition to its own weight. The structural system consists of a central T-beam simply supported on brick piers, and a one-way slab which is continuous over the T-beam and simply supported on brick walls at each side. Concrete strength f', = 25 MPa; required cover to reinforcement = 25 mm. The storage load of 8 kPa is to be treated as a live load for design purposes, and is assumed to always act over the entire floor - partial load is not considered. The shear force and bending moment diagrams for the slab under a uniformly distributed load w are given in the figure. a) Design the longitudinal and transverse reinforcement for the slab, and show the reinforcement on a typical cross-section similar to Section a-a. fridth
79 750 ht Section de 5m 5m 3.125 1625 4.62w S.F.D. 3.125w 9m -325 Som 1:32 B.MD. بول Figure - 1
Question-1 Figure 1 shows a reinforced concrete floor which is to be designed for a uniform storage loading of 8 kPa, in
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