Design of Reinforced Concrete 8th Edition

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Design of Reinforced Concrete, 8th Edition Description:

With its accessible approach and streamlined coverage of theory, engineers will quickly learn how to apply the concepts in the eighth edition. The contents have been updated to conform to the 2008 building code of the American Concrete Institute (ACI 318-08). New spreadsheets are included that arm the reader with tools to analyze and design reinforced concrete elements and quickly compare alternative solutions. A new chapter on seismic design explores the issues related to the design of reinforced concrete structures to resist earthquakes. The new materials section also provides engineers with details and examples on how to design shear walls for combined axial load and bending moment.

Contents:

Table of Contents Preface Chapter 1. Introduction 1.1 Concrete and Reinforced Concrete 1.2 Advantages of Reinforced Concrete as a Structural Material 1.3 Disadvantages of Reinforced Concrete as a Structural Material 1.4 Historical Background 1.5 Comparison of Reinforced Concrete and Structural Steel for Buildings and Bridges 1.6 Compatibility of Concrete and Steel 1.7 Design Codes 1.8 SI Units and Shaded Areas 1.9 Types of Portland Cement 1.10 Admixtures 1.11 Properties of Reinforced Concrete 1.12 Aggregates 1.13 High-Strength Concretes 1.14 Fiber-Reinforced Concretes 1.15 Concrete Durability 1.16 Reinforcing Steel 1.17 Grades of Reinforcing Steel 1.18 Bar Sizes and Material Strengths 1.19 Corrosive Environments 1.20 Identifying Marks on Reinforcing Bars 1.21 Introduction to Loads 1.22 Dead Loads 1.23 Live Loads 1.24 Environmental Loads 1.25 Selection of Design Loads 1.26 Calculation Accuracy 1.27 Impact of Computers on Reinforced Concrete Design Chapter 2. Flexural Analysis of Beams 2.1 2.2 2.3 2.4 2.5 2.6

Introduction Cracking Moment Elastic Stresses-Concrete Cracked Ultimate or Nominal Flexural Moments Example Problem Using SI Units Computer Spreadsheets

Chapter 3. Strength Analysis of Beams According to ACI Code 3.1 Design Methods 3.2 Advantages of Strength Design 3.3 Structural Safety 3.4 Derivation of Beam Expressions 3.5 Strains in Flexural Members 3.6 Balanced Sections, Tension-Controlled Sections, and Compression-Controlled or Brittle Sections 3.7 Strength Reduction or f Factors 3.8 Minimum Percentage of Steel 3.9 Balanced Steel Percentage 3.10 Example Problems 3.11 Computer Example Chapter 4. Design of Rectangular Beams and One-Way Slabs 4.1 Load Factors 4.2 Design of Rectangular Beams 4.3 Beam Design Examples 4.4 Miscellaneous Beam Considerations 4.5 Determining Steel Area When Beam Dimensions Are Predetermined 4.6 Bundled Bars 4.7 One-Way Slabs 4.8 Cantilever Beams and Continuous Beams 4.9 SI Example 4.10 Computer Example Chapter 5. Analysis and Design of T Beams and Doubly Reinforced Beams 5.1 T Beams 5.2 Analysis of T Beams 5.3 Another Method for Analyzing T Beams 5.4 Design of T Beams 5.5 Design of T Beams for Negative Moments 5.6 L-Shaped Beams 5.7 Compression Steel 5.8 Design of Doubly Reinforced Beams 5.9 SI Examples 5.10 Computer Examples Chapter 6. Serviceability 6.1 Introduction 6.2 Importance of Deflections 6.3 Control of Deflections 6.4 Calculation of Deflections 6.5 Effective Moments of Inertia 6.6 Long-Term Deflections 6.7 Simple-Beam Deflections 6.8 Continuous-Beam Deflections 6.9 Types of Cracks 6.10 Control of Flexural Cracks 6.11 ACI Code Provisions Concerning Cracks 6.12 Miscellaneous Cracks 6.13 SI Example 6.14 Computer Examples Chapter 7. Bond, Development Lengths, and Splices 7.1 7.2 7.3 7.4

Cutting Off or Bending Bars Bond Stresses Development Lengths for Tension Reinforcing Development Lengths for Bundled Bars

7.5 Hooks 7.6 Development Lengths for Welded Wire Fabric in Tension 7.7 Development Lengths for Compression Bars 7.8 Critical Sections for Development Length 7.9 Effect of Combined Shear and Moment on Development Lengths 7.10 Effect of Shape of Moment Diagram on Development Lengths 7.11 Cutting Off or Bending Bars (Continued) 7.12 Bar Splices in Flexural Members 7.13 Tension Splices 7.14 Compression Splices 7.15 Headed and Mechanically Anchored Bars 7.16 SI Example 7.17 Computer Example Chapter 8. Shear and Diagonal Tension 8.1 Introduction 8.2 Shear Stresses in Concrete Beams 8.3 Lightweight Concrete 8.4 Shear Strength of Concrete 8.5 Shear Cracking of Reinforced Concrete Beams 8.6 Web Reinforcement 8.7 Behavior of Beams with Web Reinforcement 8.8 Design for Shear 8.9 ACI Code Requirements 8.10 Example Shear Design Problems 8.11 Economical Spacing of Stirrups 8.12 Shear Friction and Corbels 8.13 Shear Strength of Members Subjected to Axial Forces 8.14 Shear Design Provisions for Deep Beams 8.15 Introductory Comments on Torsion 8.16 SI Example 8.17 Computer Example Chapter 9. Introduction to Columns 9.1 General 9.2 Types of Columns 9.3 Axial Load Capacity of Columns 9.4 Failure of Tied and Spiral Columns 9.5 Code Requirements for Cast-in-Place Columns 9.6 Safety Provisions for Columns 9.7 Design Formulas 9.8 Comments on Economical Column Design 9.9 Design of Axially Loaded Columns 9.10 SI Example 9.11 Computer Example Chapter 10. Design of Short Columns Subject to Axial Load and Bending 10.1 Axial Load and Bending 10.2 The Plastic Centroid 10.3 Development of Interaction Diagrams 10.4 Use of Interaction Diagrams 10.5 Code Modifications of Column Interaction Diagrams 10.6 Design and Analysis of Eccentrically Loaded Columns Using Interaction Diagrams 10.7 Shear in Columns 10.8 Biaxial Bending 10.9 Design of Biaxially Loaded Columns 10.10 Discussion of Capacity Reduction Factor, f 10.11 Computer Example Chapter 11. Slender Columns

11.1 Introduction 11.2 Nonsway and Sway Frames 11.3 Slenderness Effects 11.4 Determining k Factors with Alignment Charts 11.5 Determining k Factors with Equations 11.6 First-Order Analyses Using Special Member Properties 11.7 Slender Columns in Nonsway or Sway Frames 11.8 ACI Code Treatment of Slenderness Effects 11.9 Magnification of Column Moments in Nonsway Frames 11.10 Magnification of Column Moments in Sway Frames 11.11 Analysis of Sway Frames 11.12 Computer Examples Chapter 12. Footings 12.1 Introduction 12.2 Types of Footings 12.3 Actual Soil Pressures 12.4 Allowable Soil Pressures 12.5 Design of Wall Footings 12.6 Design of Square Isolated Footings 12.7 Footings Supporting Round or Regular Polygon-Shaped Footings 12.8 Load Transfer from Columns to Footings 12.9 Rectangular Isolated Footings 12.10 Combined Footings 12.11 Footing Design for Equal Settlements 12.12 Footings Subjected to Lateral Moments 12.13 Transfer of Horizontal Forces 12.14 Plain Concrete Footings 12.15 SI Example 12.16 Computer Examples Chapter 13. Retaining Walls 13.1 Introduction 13.2 Types of Retaining Walls 13.3 Drainage 13.4 Failures of Retaining Walls 13.5 Lateral Pressures on Retaining Walls 13.6 Footing Soil Pressures 13.7 Design of Semigravity Retaining Walls 13.8 Effect of Surcharge 13.9 Estimating the Sizes of Cantilever Retaining Walls 13.10 Design Procedure for Cantilever Retaining Walls 13.11 Cracks and Wall Joints Chapter 14. Continuous Reinforced Concrete Structures 14.1 Introduction 14.2 General Discussion of Analysis Methods 14.3 Qualitative Influence Lines 14.4 Limit Design 14.5 Limit Design under the ACI Code 14.6 Preliminary Design of Members 14.7 Approximate Analysis of Continuous Frames for Vertical Loads 14.8 Approximate Analysis of Continuous Frames for Lateral Loads 14.9 Computer Analysis of Building Frames 14.10 Lateral Bracing for Buildings 14.11 Development Length Requirements for Continuous Members Chapter 15. Torsion

15.1 Introduction 15.2 Torsional Reinforcing 15.3 The Torsional Moments That Have to Be Considered in Design 15.4 Torsional Stresses 15.5 When Torsional Reinforcing is Required by the ACI 15.6 Torsional Moment Strength 15.7 Design of Torsional Reinforcing 15.8 Additional ACI Requirements 15.9 Example Problems Using U.S. Customary Units 15.10 SI Equations and Example Problem 15.11 Computer Example Chapter 16. Two-Way Slabs, Direct Design Method 16.1 Introduction 16.2 Analysis of Two-Way Slabs 16.3 Design of Two-Way Slabs By the ACI Code 16.4 Column and Middle Strips 16.5 Shear Resistance of Slabs 16.6 Depth Limitations and Stiffness Requirements 16.7 Limitations of Direct Design Method 16.8 Distribution of Moments in Slabs 16.9 Design of An Interior Flat Plate 16.10 Placing of Live Loads 16.11 Analysis of Two-Way Slabs with Beams 16.12 Transfer of Moments and Shears Between Slabs and Columns 16.13 Openings in Slab Systems 16.14 Computer Examples Chapter 17. Two-Way Slabs, Equivalent Frame Method 17.1 17.2 17.3 17.4 17.5 17.6

Moment Distribution for Nonprismatic Members Introduction to the Equivalent Frame Method Properties of Slab Beams Properties of Columns Example Problem Computer Analysis

Chapter 18. Walls 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8

Introduction Non-Load-Bearing Walls Load-Bearing Concrete Walls-Empirical Design Method Load-Bearing Concrete Walls-Rational Design Shear Walls ACI Provisions for Shear Walls Economy in Wall Construction Computer Examples

Chapter 19. Prestressed Concrete 19.1 Introduction 19.2 Advantages and Disadvantages of Prestressed Concrete 19.3 Pretensioning and Posttensioning 19.4 Materials Used for Prestressed Concrete 19.5 Stress Calculations 19.6 Shapes of Prestressed Sections 19.7 Prestess Losses 19.8 Ultimate Strength of Prestressed Sections 19.9 Deflections 19.10 Shear in Prestressed Sections 19.11 Design of Shear Reinforcement 19.12 Additional Topics

19.13 Computer Examples Chapter 20. Formwork 20.1 Introduction 20.2 Responsibility for Formwork Design 20.3 Materials Used for Formwork 20.4 Furnishing of Formwork 20.5 Economy in Formwork 20.6 Form Maintenance 20.7 Definitions 20.8 Forces Applied to Concrete Forms 20.9 Analysis of Formwork for Floor and Roof Slabs 20.10 Design of Formwork for Floor and Roof Slabs 20.11 Design of Shoring 20.12 Bearing Stresses 20.13 Design of Formwork for Walls Chapter 21. Seismic Design of Reinforced Concrete Structure 21.1 Introduction 21.2 Maximum Considered Earthquake 21.3 Soil Site Class 21.4 Occupancy and Importance Factors 21.5 Seismic Design Categories 21.6 Seismic Design Loads 21.7 Detailing Requirements for Different Classes of Reinforce Concrete Moment Frames A. Tables and Graphs: U.S. Customary Units B. Tables in SI Units C. The Strut-and-Tie Method of Design

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