Design of RCC Structure
CE 702
Question
2075 AshwinChapter 9: Design of Slabs and Staircase9.1 Design of one-way and two-way slabs
A rectangular slab panel 5 m × 4 m (clear span) is continuous over three edges and discontinuous over one short edge. The slab carries a floor finish of 1.20 KN/m² and live load of 4.0 KN/m². Design the slab panel with detailing of the top and bottom reinforcements. Sketches the re-bar details clearly. The width of slab supported beam as 225 mm. Take M20 concrete and Fe 415 steel.
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