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Blurb

Bureau of Indian Standards, Delhi made large number of changes and alterations in IS: 456-2000, Code of Practice for Plain and Reinforced concrete. Realizing the necessity and importance, authors have updated the complete text and presented this subject Limit State Design of Concrete Structures . Ultimate Limit State (ULS- conditions to be avoided) and serviceability Limit State (SLS- limits undesirable cracks and deflections) are two main essential elements of this subject. ULS includes `Limit State of Collapse in compression, in flexure, in shear and in torsion as sub elements. Whereas, SLS includes Limit State of Serviceability for deflections, cracking, fatigue, durability and vibrations as sub-elements. (i) Text for life of concrete structures, fire resistance and corrosion.(ii) For all those, who carry-out their design using computer-programme, authors have given procedures (developed by them) for determining the stress in Hysd-steel bars corresponding to strain developed in concrete.

PART I - INTRODUCTION
1. Introduction to Limit State Design of Concrete Structure

PART II - LOADS, STRENGTH AND PARTIAL SAFETY FACTORS
2. Characteristic Load, Characteristic strength of Materials and Partial Safety Factors

PART III - DESIGN OF BEAMS
3. Limit State of Collapse in Flexure (Design of Singly Reinforced); 4. Limit State of Collapse in shear (Design of Singly Reinforced); 5. Limit State of Serviceability for Deflections (Design of Singly Reinforced); 6. Limit State of Serviceability for Cracking (Design of Singly Reinforced Rectangular Beams - IV); 7. Limit State of Collapse for other Requirements (Design of Singly Reinforced Rectangular Beams - V); 8. Limit state of Collapse in Flexure, shear and other Requirements (Design of Doubly Reinforced Rectangular Beams - I); 9. Limit State of Serviceability in Deflections (Design of Doubly Reinforced Rectangular Beams- II); 10. Limit State of Collapse in Flexure, Shear and other Requirements (Design of Flanged Beams- I); 11. Limit State of Torsion and Shear and Torsion Combined (Design of Flanged Beams- II); 12. Limit State of Serviceability for Deflections (Design of Flanged Beams - III); 13. Limit State of Collapse in Flexure (Design of Continuous Beams-I); 14. Limit State of Collapse in Shear (Design of Continuous Beams - II); 15. Limit State of Serviceability for Deflections (Design of Continuous Beams - III); 16. Redistribution of Moments in Ideal Elastic Plastic Materials.

PART - IV. DESIGN OF SLABS
17. ULS and SLS Methods of Design (Design of Slabs Spanning in one-Direction); 18. ULS and SLS Methods of Design (Design of Slabs spanning in Two - Directions); 19. ULS and SLS Methods of Design (Design of Flat Slabs); 20. ULS and SLS Methods of Design (Design of Circular Slabs)
PART - V. DESIGN OF COLUMNS
21. Limit State of Collapse in Compression (Design of Short Columns); 22. Limit State of Collapse in Compression and Bending Combined (Design of Long (Slender) Columns)

PART - VI. DESIGN OF FOOTINGS
23. Limit State of Collapse in Flexure and in shear (Design of Independent Footing); 24. Limit State of Collapse in Flexure and in shear (Design of Combined Footing)

PART - VII. DESIGN OF OTHER CONCRETE STRUCTURES
25. Limit State of collapse in shear Design of Stairs; 26. Limit State of Collapse in Flexure and shear (Design of Retaining Walls); 27. Design of Domes; 28. Limit State of Collapse in Flexure and in shear (Design of Lintens)