Figure 1 shows a reinforced concrete floor which is to be designed for a uniform storage loading of 8 kPa, in adition to

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Figure 1 Shows A Reinforced Concrete Floor Which Is To Be Designed For A Uniform Storage Loading Of 8 Kpa In Adition To 1 (118.88 KiB) Viewed 8 times

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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. 7° 750 section da 5m 1-6254 == ية ليف Im Figure - 1 3-125W *3.125w -3-125w 1.6256 S.F.D. B.M.D.