Reinforced Concrete Design by Pillai & Menon (KEBT0022)

Reinforced Concrete Design by Pillai & Menon, CONTENTS:      

1. Reinforced concrete structures

1.1 Introduction 1

1.2 Plain and Reinforced Concrete 4

1.3 Objectives of Structural Design 7

1.4 Reinforced Concrete Construction 8

1.5 Structural Systems 9

1.6 Reinforced Concrete Buildings 9

1.7 Structural Analysis and Design 21

1.8 Design Codes and Handbooks 22

2. Basic material properties

2.1 Introduction 25

2.2 Cement 26

2.3 Aggregate 29

2.4 Water 32

2.5 Admixtures 36

2.6 Grade of Concrete 38

2.7 Concrete Mix Design 40

2.8 Behaviour of Concrete under Uniaxial Compression 42

2.9 Behaviour of Concrete under Tension 50

2.10 Behaviour of Concrete under Combined Stresses 53

2.11 Creep of Concrete 55

2.12 Shrinkage and Temperature Effects in Concrete 57

2.13 Durability of Concrete 59

2.14 Reinforcing Steel 65

2.15 List of Relevant Indian Standards 70

3. Basic design concepts

3.1 Introduction 77

3.2 Working Stress Method (WSM) 79

3.3 Ultimate Load Method (ULM) 80

3.4 Probabilistic Analysis and Design 80

3.5 Limit States Method (LSM) 85

3.6 Code Recommendations for Limit States Design 87

4. Behaviour in flexure

4.1 Introduction 95

4.2 Theory of Flexure for Homogeneous Materials 97

4.3 Linear Elastic Analysis of Composite Sections 99

4.4 Modular Ratio and Cracking Moment 101

4.5 Flexural Behaviour of Reinforced Concrete 105

4.6 Analysis at Service Loads (WSM) 112

4.7 Analysis at Ultimate Limit State 134

4.8 Analysis of Slabs as Rectangular Beams 160

5. Design of beams and one-way slabs for flexure

5.1 Introduction 169

5.2 Requirements of Flexural Reinforcement 170

5.3 Requirements for Deflection Control 176

5.4 Guidelines for Selection of Member Sizes 179

5.5 Design of Singly Reinforced Rectangular Sections 181

5.6 Design of Continuous One-Way Slabs 189

5.7 Design of Doubly Reinforced Rectangular Sections 197

5.8 Design of Flanged Beam Sections 203

5.9 Curtailment of Flexural Tension Reinforcement 210

6. Design for shear

6.1 Introduction 225

6.2 Shear Stresses in Homogeneous Rectangular Beams 226

6.3 Behaviour of Reinforced Concrete under Shear 228

6.4 Nominal Shear Stress 234

6.5 Critical Sections for Shear Design 236

6.6 Design Shear Strength without Shear Reinforcement 238

6.7 Design Shear Strength with Shear Reinforcement 242

6.8 Additional Comments on Shear Reinforcement Design 249

6.9 Interface Shear and Shear Friction 251

6.10 Shear Connectors in Flexural Members 256

6.11 Shear Design Examples – Conventional Method 257

7. Design for torsion

7.1 Introduction 267

7.2 Equilibrium Torsion and Compatibility Torsion 267

7.3 General Behaviour in Torsion 271

7.4 Design Strength in Torsion 274

7.5 Analysis and Design Examples 284

8. Design for bond

8.1 Introduction 295

8.2 Flexural Bond 297

8.3 Anchorage (Development) Bond 299

8.4 Bond Failure and Bond Strength 301

8.5 Review of Code Requirements for Bond 305

8.6 Splicing of Reinforcement 308

8.7 Design Examples 311

9. Analysis for design moments in continuous systems

9.1 Introduction

9.2 Gravity Load Patterns for Maximum Design Moments 321

9.3 Simplified (Approximate) Methods of Analysis 324

9.4 Proportioning of Member Sizes for Preliminary Design 328

9.5 Estimation of Stiffnesses of Frame Elements 330

9.6 Adjustment of Design Moments at Beam-Column Junctions 331

9.7 Inelastic Analysis and Moment Redistribution 334

10. Serviceability limit states: deflection and cracking

10.1 Introduction 357

10.2 Serviceability Limit States: Deflection 358

10.3 Short-Term Deflections 360

10.4 Long-Term Deflection 380

10.5 Serviceability Limit State: Cracking 391

11. Design of Two-way Slab Systems

11.1 Introduction 417

11.2 Design of Wall-Supported Two-Way Slabs 422

11.3 Design of Beam-Supported Two-Way Slabs 454

11.4 Design of Column-Supported Slabs (with/without Beams) under Gravity Loads 460

11.5 Direct Design Method 469

11.6 Equivalent Frame Method 481

11.7 Reinforcement Details in Column-Supported Two-Way Slabs 494

11.8 Shear in Column-Supported Two-Way Slabs 497

11.9 Design Examples of Column-Supported Two-Way Slabs 504

12. Design of Staircases

12.1 Introduction 533

12.2 Types of Staircases 535

12.3 Loads and Load Effects on Stair Slabs 540

12.4 Design Examples of Stair Slabs Spanning Transversely 547

12.5 Design Examples of Stair Slabs Spanning Longitudinally 552

13. Design of compression members

13.1 Introduction 565

13.2 Estimation of Effective Length of a Column 569

13.3 Code Requirements on Slenderness Limits, Minimum Eccentricities and Reinforcement 581

13.4 Design of Short Columns under Axial Compression 586

13.5 Design of Short Columns under Compression with Uniaxial Bending 594

13.6 Design of Short Columns under Axial Compression with Biaxial Bending 625

13.7 Design of Slender Columns 634

14. Design of footings and retaining walls

14.1 Introduction 655

14.2 Types of Footings 656

14.3 Soil Pressures under Isolated Footings 659

14.4 General Design Considerations and Code Requirements 665

14.5 Design Examples of Isolated and Wall Footings 674

14.6 Design of Combined Footings 692

14.7 Types of Retaining Walls and Their Behaviour 703

14.8 Earth Pressures and Stability Requirements 706

14.9 Proportioning and Design of Cantilever and Counterfort Walls

15. Good detailing and construction practices

15.1 Introduction 749

15.2 Design and Detailing Practices 752

15.3 Materials and Construction Practices 765

15.4 Summary 767

16. Special provisions for earthquake-resistant design

16.1 Introduction 771

16.2 Importance of Ductility in Seismic Design 773

16.3 Major Design Considerations 778

16.4 Closure 792

17. Selected Special Topics 

17.1 Design for Shear by Compression Field Theory

17.2 Design Using Strut-and-Tie Model

17.3 Fire Resistance

Reinforced Concrete Design