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Length | 170 mm |
Thickness | 40 mm |
Height | 235 mm |
Weight | 1185 g |
Author | Dr. H. J. Shah |
Pages | 928 + 16 = 944 |
Binding | Paperback |
ISBN | 9789385039188 |
Size | Crown |
Edition | 11th |
Year | 2016 |
This Volume I elucidates the basic principles involved in the analysis and design of Elementary
Reinforced Concrete Structures. The book begins with an introduction to concrete technology
and continues with chapters on design of beams, slabs, columns, foundations, retaining
walls, etc. These chapters are based on the Limit State Method following latest revision of
IS : 456-2000. A few computer programmes to design a section for flexure are introduced. It
also includes chapters on formwork and detailing of reinforcements.
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REINFORCED CONCRETE VOL. I[ELEMENTARY REINFORCED CONCRETE]Dr. H. J. ShahEdition : 11th Edition : 2016 ISBN : 9789385039188 Size : 170 mm × 235 mm Binding : Paperback Pages : 928 + 16 = 944` 425.00ABOUT THE BOOKThis Volume I elucidates the basic principles involved in the analysis and design of Elementary Reinforced Concrete Structures. The book begins with an introduction to concrete technology and continues with chapters on design of beams, slabs, columns, foundations, retaining walls, etc. These chapters are based on the Limit State Method following latest revision of IS : 456-2000. A few computer programmes to design a section for flexure are introduced. It also includes chapters on formwork and detailing of reinforcements. The salient features of the book are: * Simple, lucid and easy language * Step-by-step treatment * Exposition to practical problems This book in its 24 chapters now contains: * 500 Self explanatory and neat diagrams with excellent detailing * 228 Fully-solved examples * 257 Unsolved examples with answers and questions at the end of chapters * 150 Useful tables * 9 Computer programmes * 235 Short questions with answers is given in APPENDIX A. It is hoped that the book should be extremely useful to the Civil Engineering and Architecture students preparing for Degree Examinations of all the Indian Universities, Diploma Examinations conducted by various Boards of Technical Education, Certificate Courses, as well as for the A.M.I.E., U.P.S.C., G.A.T.E. and other similar competitive and professional Examinations.CONTENTThis Volume I elucidates the basic principles involved in the analysis and design of Elementary Reinforced Concrete Structures. The book begins with an introduction to concrete technology and continues with chapters on design of beams, slabs, columns, foundations, retaining walls, etc. These chapters are based on the Limit State Method following latest revision of IS : 456-2000. A few computer programmes to design a section for flexure are introduced. It also includes chapters on formwork and detailing of reinforcements. The salient features of the book are: * Simple, lucid and easy language * Step-by-step treatment * Exposition to practical problems This book in its 24 chapters now contains: * 500 Self explanatory and neat diagrams with excellent detailing * 228 Fully-solved examples * 257 Unsolved examples with answers and questions at the end of chapters * 150 Useful tables * 9 Computer programmes * 235 Short questions with answers is given in APPENDIX A. It is hoped that the book should be extremely useful to the Civil Engineering and Architecture students preparing for Degree Examinations of all the Indian Universities, Diploma Examinations conducted by various Boards of Technical Education, Certificate Courses, as well as for the A.M.I.E., U.P.S.C., G.A.T.E. and other similar competitive and professional Examinations.REINFORCED CONCRETE – VOL. I DETAILED CONTENTSChapter 1 Introduction 1-1. Structural design—Role of a structural engineer 1-2. Reinforced concrete 1-3. Structural elements 1-4. Loads on structure 1-5. Ductility versus brittleness 1-6. Strength and serviceability 1-7. Methods of design 1-8. Codes of practice 1-9. Adaptation of SI units QUESTIONS I Chapter 2 Properties of materials 2-1. Constituents of concrete CEMENT 2-2. General 2-3. Manufacture of Portland cement 2-4. Basic chemistry of cement 2-5. Chemical properties of cement 2-6. Hydration of cement 2-7. Types of cement 2-8. Selection of cement for production of concrete 2-9. Tests for cement 2-10. Fineness test 2-11. Consistency of standard cement paste 2-12. Test for setting times 2-13. Soundness test 2-14. Autoclave expansion 2-15. Density test 2-16. Test for compressive strength 2-17. Heat of hydration test 2-18. Storing of cement AGGREGATES 2-19. Introductory 2-20. Aggregate size 2-21. Fine and coarse aggregate 2-22. Particle shape 2-23. Surface texture 2-24. Strength of aggregate 2-25. Specific gravity 2-26. Bulk density 2-27. Water absorption and surface moisture 2-28. Bulking of sand 2-29. Deleterious substances in aggregates 2-30. Soundness of aggregate 2-31. Alkali-aggregate reaction 2-32. Sieve analysis 2-33. Standard grading 2-34. Use of grading curves WATER 2-35. Water for mixing concrete CHEMICAL ADMIXTURES 2-36. Admixtures REINFORCEMENT 2-37. Steel as reinforcement 2-38. Types of reinforcement 2-39. Mild steel bars 2-40. Cold Twisted Deformed (CTD) bars 2-41. Thermo-mechanically treated (TMT) bars 2-42. Corrosion–resistant steel 2-43. Hard-drawn steel wire fabric 2-44. Bending and fixing of bars 2-45. Requirements for reinforcing bars 2-46. Welding of reinforcement 2-47. General notes for site engineers QUESTIONS II EXAMPLES II Chapter 3 STRUCTURAL CONCRETE 3-1. Proportioning of ingredients 3-2. Measurement of materials 3-3. Mixing and placing of concrete 3-4. Compaction 3-5. Curing 3-6. Formwork for R.C.C. members 3-7. Workability 3-8. Factors influencing workability 3-9. Strength of concrete and water-cement ratio 3-10. Compressive strength of concrete 3-11. Tensile strength of concrete 3-12. Non-destructive tests 3-13. Stress-strain behaviour of concrete under short term loads 3-14. Short term static modulus of elasticity 3-15. Shrinkage 3-16. Creep 3-17. Durability of concrete 3-18. Temperature change 3-19. Concrete quality control 3-20. Sampling and strength tests of concrete 3-21. Statistical analysis of test results 3-22. Standard deviation 3-23. Acceptance criteria QUESTIONS III EXAMPLES III Chapter 4 design for flexure: fundamentals 4-1. Introductory 4-2. Review of theory of simple bending 4-3. Practical requirements of an R.C.C. beam 4-4. Size of the beam 4-5. Cover to the reinforcement 4-6. Spacing of bars 4-7. Design requirements of a beam 4-8. Classification of beams 4-9. Effective width of a flanged beam 4-10. Balanced, Under-reinforced and Over-reinforced design 4-11. Cracking moment 4-12. Bending of an R.C.C. beam 4-13. Design methods Chapter 5 design for flexure: working stress method 5-1. Permissible stresses 5-2. Modular ratio 5-3. Design for flexure–assumptions SINGLY REINFORCED BEAMS 5-4. Derivation of formulae for balanced design 5-5. Transformed area method 5-6. Types of problems 5-7. Analysis of the section 5-8. Design of the section 5-9. Use of design aids DOUBLY REINFORCED BEAMS 5-10. Introductory 5-11. Derivation of formulae for balanced design 5-12. Transformed area method 5-13. Types of problems 5-14. Use of design aids FLANGED BEAMS 5-15. Moment of resistance of a singly reinforced flanged beam 5-16. Types of problems 5-17. Doubly reinforced flanged beams 5-18. Slabs Examples V Chapter 6 limit state method 6-1. Inelastic behaviour of materials 6-2. Ultimate load theory 6-3. Limit state method 6-4. Limit state of collapse 6-5. Limit state of serviceability 6-6. Characteristic and design values and partial safety factors 6-7. Limit state of collapse: Flexure SINGLY REINFORCED RECTANGULAR BEAMS 6-8. Derivation of formulae 6-9. General values 6-10. Types of problems 6-11. Failure of R.C.C. beam in flexure 6-12. Code provisions to prevent the brittle failure 6-13. Computer programmes DOUBLY REINFORCED BEAMS 6-14. Derivation of formulae 6-15. Types of problems 6-16. Use of design aids 6-17. Computer programmes for doubly reinforced rectangular sections FLANGED BEAMS 6-18. Introductory 6-19. Position of neutral axis 6-20. Derivation of formulae 6-21. Use of design aids 6-22. Doubly reinforced flanged beams 6-23. Sections subjected to reversal of moments 6-24. Computer programmes for flanged sections EXAMPLES VI Chapter 7 shear and development length 7-1. Shear in structural members 7-2. Flexure and shear in homogeneous beam 7-3. Shear in reinforced concrete beams – Elastic theory 7-4. Diagonal tension and diagonal compression 7-5. Limit state theory 7-6. Design shear strength of concrete 7-7. Design for shear 7-8. Shear reinforcement in beams 7-9. Practical considerations 7-10. Critical sections for shear 7-11. Design of a complete beam for shear 7-12. Use of design aids 7-13. Shear design of beams with variable depth DEVELOPMENT LENGTH 7-14. Introductory 7-15. Development length : Pull out test 7-16. Code provision 7-17. Use of bundled bars 7-18. Anchoring reinforcements 7-19. Bearing stresses at bends 7-20. Reinforcement splicing EXAMPLES VII Chapter 8 Deflection and cracking DEFLECTION 8-1. Introductory 8-2. Span/effective depth ratio 8-3. Control of deflection on site 8-4. Deflection calculations 8-5. Short term deflections 8-6. Long term deflections CRACKING 8-7. Introductory 8-8. Bar spacing controls 8-9. Calculation of crack width EXAMPLES VIII Chapter 9 Simply supported and cantilever beams 9-1. Design procedure 9-2. Anchorage of bars: Check for development length 9-3. Reinforcement requirements 9-4. Slenderness limits for beams to ensure lateral stability SIMPLY SUPPORTED BEAMS 9-5. Introductory 9-6. Design S.F. diagram 9-7. Curtailment of bars 9-8. Design of a template 9-9. Design of a lintel CANTILEVER BEAMS 9-10. Design considerations EXAMPLES IX Chapter 10 simply supported and cantilever slabs 10-1. Introductory 10-2. Analysis 10-3. One-way spanning slabs 10-4. Simply supported one-way slab 10-5. Detailing of slabs 10-6. Inclined slabs 10-7. Straight slabs having a small length inclined along the span 10-8. Cantilever slab 10-9. Concentrated load on slabs 10-10. Two-way slabs 10-11. Simply supported two-way slabs EXAMPLES X Chapter 11 continuous beams and slabs CONTINUOUS BEAMS 11-1. Introductory 11-2. Analysis parameters 11-3. Live load arrangements 11-4. Redistribution of moment 11-5. Reinforcement requirements 11-6. Typical continuous beam details 11-7. Flexure design considerations 11-8. Simplified analysis for uniform loads 11-9. Moment and shear coefficients for continuous beams CONTINUOUS SLABS 11-10. Continuous one-way slab 11-11. Restrained two-way slabs EXAMPLES XI Chapter 12 torsion 12-1. General 12-2. Effect of torsion: Provision of reinforcement 12-3. Code provisions 12-4. General cases of torsion EXAMPLES XII Chapter 13 stairs 13-1. Stair slabs 13-2. Classification of stairs 13-3. Design requirements for stair 13-4. Reducing the span 13-5. Tread-riser staircase 13-6. Closure EXAMPLES XIII Chapter 14 load calculations - 1 14-1. Introductory 14-2. Loads on slabs 14-3. Loading on beams from one-way slabs 14-4. Wall loads and self weight of beams 14-5. Loading on beams from two-way slabs 14-6. Unit loads EXAMPLES XIV Chapter 15 simple designs 15-1. Introductory 15-2. Design S.F. diagram 15-3. Loads from two-way slabs EXAMPLES XV Chapter 16 framed beams 16-1. Structural joints 16-2. Fixed, cantilever and framed beams 16-3. Analysis and design of the framed beams 16-4. Single span portal frame 16-5. Substitute frame EXAMPLES XVI Chapter 17 columns 17-1. Introductory 17-2. Braced and Unbraced columns 17-3. No–Sway and Sway columns 17-4. Tied, Spiral and Composite columns 17-5. Short and Long columns 17-6. Reinforcement requirements 17-7. Minimum eccentricity 17-8. Assumptions made for design SHORT COLUMNS 17-9. Axially loaded tied columns 17-10. Axially loaded spiral columns 17-11. Short eccentrically loaded columns—uniaxial bending 17-12. Modes of failure in combined axial load and uniaxial bending 17-13. Types of problems 17-14. The interaction diagram 17-15. Stress block parameters when N.A. lies outside the section 17-16. Construction of interaction diagrams 17-17. Pure axial load 17-18. Axial load with uniaxial moment 17-19. Neutral axis (N.A.) lies outside the section 17-20. Neutral axis (N.A.) lies inside the section 17-21. Charts for compression with bending 17-22. Tension with bending 17-23. Use of interaction diagram 17-24. Unsymmetrically reinforced columns with uniaxial eccentricity 17-25. Short eccentrically loaded columns: Biaxial bending SLENDER COLUMNS 17-26. Slender columns 17-27. Effective length calculations 17-28. Lengths of column 17-29. Design of slender columns 17-30. Design and detailing of a practical column EXAMPLES XVII Chapter 18 DESIGN OF FOUNDATIONS: Fundamentals 18-1. Introductory 18-2. Classification of foundations 18-3. Types of footings 18-4. R.C.C. footings 18-5. Aspects of soil design 18-6. General soil design considerations 18-7. Footing for eccentrically loaded columns 18-8. General structural design considerations 18-9. Concrete pedestal 18-10. Transfer of load at the base of column EXAMPLES XVIII Chapter 19 ISOLATED FOOTINGS 19-1. Introductory 19-2. Wall footings 19-3. Axially loaded pad footing 19-4. Axially loaded sloped footing 19-5. Eccentrically loaded footings 19-6. Fixing up footing dimensions 19-7. Isolated slab and beam type footing 19-8. Resistance to horizontal loads 19-9. Footing for multi-storeyed building columns EXAMPLES XIX Chapter 20 combined FOOTINGS 20-1. Combined footings 20-2. Combined footing for two axially loaded columns 20-3. Strap footings 20-4. Strip footings 20-5. Raft foundation 20-6. Closure EXAMPLES XX Chapter 21 pile foundations 21-1. Introductory 21-2. Loads on pile groups 21-3. Soil design of a pile 21-4. Structural design of a pile 21-5. Design of a pile cap EXAMPLES xxi Chapter 22 retaining walls 22-1. Introductory 22-2. Types of retaining walls 22-3. Earth pressure on walls 22-4. Calculation of earth pressure 22-5. Earth pressure of submerged soil 22-6. Earth pressure due to surcharge 22-7. Drainage of retaining walls 22-8. Stability requirements CANTILEVER RETAINING WALL 22-9. Preliminary proportioning of cantilever retaining wall 22-10. Design of a cantilever retaining wall COUNTERFORT RETAINING WALL 22-11. Counterfort wall 22-12. Stability and design procedure EXAMPLES XXII Chapter 23 Formwork 23-1. Introductory 23-2. Requirements for good formwork 23-3. Materials for forms 23-4. Choice of formwork 23-5. Loads on formwork 23-6. Permissible stresses for timber 23-7. Design of formwork 23-8. Shuttering for columns 23-9. Shuttering for beam and slab floor 23-10. Practical considerations 23-11. Erection of forms 23-12. Action prior to and during concreting 23-13. Striking of forms EXAMPLES XXIII Chapter 24 detailing of reinforcement 24-1. Introduction 24-2. General informations for drawing 24-3. Drafting 24-4. Columns framing plan and foundation details 24-5. Columns details 24-6. Slabs and beams details 24-7. Closure Appendix A Short Questions WITH ANSWERS Appendix B USEFUL TABLES
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