Design of Slabs Part - 1

Lecture 14 Design of Reinforced Concrete Structures



Contents of the video:

1. Effective Span
2. . Continuous Beam or Slab
3. . Cantilever
4. . Frames
5. Moment and Shear Coefficients for Continuous Beams
6. Table 12 : Bending Moment Coefficients
7. Table 12 Bending Moment Coefficients
8. Tabel 13 : Shear Force Coefficients
9. Table 13 Shear Force Coefficients
10. . Clause 22.5.1: IS 4561:2000
11. Clause 22.5.2 : Beams or Slabs over Free End Suppots
12. Clause 22.5.2 Beams or Slabs over Free End Supports
13. Clause 22.5.2 : Beams or Slabs over
14. Reinforced Concrete Solid Slabs
15. Loading on slabs for buildings
16. Concrete Cover
17. Control of Deflection
18. The vertical deflection limits may generally be assumed to be satisfied provided that the span to depth ratios are not greater than the values obtained as below:
19. For spans above 10m, the basic values may be multiplied by 10/span in meters, except for cantilever in which case deflection calculation should be made
20. Depending on the area and the stress of steel for tension reinforcement, the basic values shall be modified by Multipling with the modification factor obtained as per Fig.4 (Is456 : 2000)36:19
21. Depending on the area and the stress of steel for tension reinforcement, the basic values shall be modified by Multiplying with the modification factor obtained as per Fig.4 (IS456 : 2000)
22. Depkending on the area of
23. Depending on the area of
24. For flanged beams, the basic values be
25. Diagram