In this book explain about Reinforced Concrete Design that complied with ACI 318-08 (American Concrete Institute) for Building Code included Examples and Problem. Now you can consider with list of content below.
Title: Reinforced Concrete a Fundamental Approach EDWARD G.NAWY 6th Edition
Page Number: 940 pages
File type: pdf
File size: 15.6 MB
Content
1 INTRODUCTION
1.1Historical Development of Structural Concrete
1.2 Basic Hypothesis of Reinforced Concrete
1.3 Analysis versus Design of Section
2. INTRODUCTION
2.1 Introduction
2.2 Portland Cement
2.3 Water and Air
2.4 Aggregate
2.5 Admixtures
3 CONCRETE
3.1 Introduction
3.2 Proportioning Theory-Normal Strength Concrete
3.3 High-Strength High-Performance Concrete Mixture Design
3.4 PCA Method of Mixture Design
3.5 Estimating Compressive Strength of a Trial Mixture Using the Specified Compressive Strength
3.6 Mixture Designs for Nuclear-Shielding Concrete
3.7 Quality Tests on Concrete
3.8 Placing and Curing of Concrete
3.9 Properties of Hardened Concrete
3.10 High-Strength Concrete
3.11 Durability of Reequipments in Concrete
4.REINFORCED CONCRETE
4.1 Introduction
4.2 Types and Properties of Steel Reinforcement
4.3 Bar Spacing and Concrete Cover for Steel Reinforcement
4.4 Concrete Structural Systems
4.5 Reliability and Structural Safety of Concrete Components
4.6 ACI Load Factors and Safety Margin
4.7 Design Strength versus Nominal Strength: Strength Reduction Factor
4.8 Quality Control and Quality Assurance
5.FLEXURE IN BEAMS
5.1 Introduction
5.2 The Equivalent Rectangular Block
5.3 Strain Limits Method for Analysis and Design
5.4 Analysis of Singly Reinforced Rectangular Beams for Flexure
5.5 Trial and Adjustment Procedures for the Design of Singly Reinforced Beams
5.6 One-Way Slabs
5.7 Doubly Reinforced Sections
5.8 Nonrectangular Sections
5.9 Analysis of T and L Beams
5.10 Trial and Adjustment Procedures for the Design of Flanged Sections
5.11 Concrete Joist Construction
5.12 SI Expressions and Example for Flexural Design of Beams
6.SHERE AND DIAGONAL TENSION IN BEAMS
6.1 Introduction
6.2 Behavior of Homogeneous Beams
6.3 Behavior of Reinforced Concrete Beams as Nonhomogeneous Sections
6.4 Reinforced Concrete Beams without Diagonal Tension Reinforcement
6.5 Diagonal Tension Analysis of Slender and Intermediate Beams
6.6 Web Steel Planar Truss Analogy
6.7 Web Reinforcement Design Procedure for Shear
6.8 Examples of the Design of Web Steel for Shear
6.9 Deep Beams: Non-Linear Approach
6.10 Brackets of Corbels
6.11 Strut and Tie -Model Analysis and Design of Concrete Elements
6.12 Si Design Expressions and Example for Shear Design
7.TORSION
7.1 Introduction
7.2 Pure Torsion in Plain Concrete Elements
7.3 Torsion in Reinforced Concrete Elements
7.4 Shear-Torsion-Bending Interaction
7.5 ACI Design of Reinforced Concrete Beams Subjected to Combined Torsion, Bending, and Shear
7.6 SI Metric Torsion Expression and Example for Torsion Design
8.SERVICEABILITY OF BEAMS AND ONE-WAY SLABS
8.1 Introduction
8.2 Significance of Deflection Observation
8.3 Deflection Behavior of Beams
8.4 Long-Term Deflection
8.5 Permissible Deflections in Beams and One-Ways Slabs
8.6 Computation of Deflection
8.7 Deflection of Continuous Beams
8.8 Operational Deflection Calculation Procedure and Flowchart
8.9 Deflection Control in One-Way Slabs
8.10 Flexural Cracking in Beams and One-Way Slabs
8.11 Tolerable Crack Width
8.12 ACI 318 Code Provisions for Control of Flexural Cracking
8.13 SI Conversion Expressions and Example of Deflection Evaluation
9.COMBINED COMPRESSION AND BENDING: COLUMNS
9.1 Introduction
9.2 Types of Columns
9.3 Strength of Non-slender Concentrically Loaded Columns
9.4 Strength of Eccentrically Loaded Column: Axial Load and Bending
9.5 Strain Limits Method to Establish Reliability Factor and Analysis and Design of Compression Member
9.6 Whitney's Approximate Solution in Lieu of Exact Solutions
9.7 Column Strength Reduction Factor
9.8 Load Moment Strength Interaction Diagram (P-M Diagrams) for Columns
9.9 Practical Design Consideration
9.10 Operational Procedure for the Design of Non-Slender Columns
9.11 Numerical Examples for Analysis and Design of Non-Slender Columns
9.12 Limit State at Buckling Failure( Slender or Long Columns)
9.13 Second-Order Frame Analysis and the PΔ Effect
9.14 Moment Magnification; First-Order Analysis
9.15 Operational Procedure Flowchart for the Design of Slender Columns
9.16 Compression Members in Biaxial Bending
9.17 SI Expression and Example for the Design of Compression Members
10.BOND DEVELOPMENT OF REINFORCING BARS
10.1 Introduction
10.2 Bond Stress Development Length
10.3 Basic Development length
10.4 Development of Flexural Reinforcement in Continuous Beams
11.DESIGN OF TWO-WAY SLABS AND PLATES
11.1 Introduction: Review of Methods
11.2 Flexural Behavior of Two-Way Slabs and Plates
11.3 The Direct Design Method
11.4 Distributed Factored Moments and Slab Reinforcement by the Direct Design Method
11.5 Design and Analysis Procedure: Direct Design Method
11.6 Equivalent Frame Method for Floor Slab Design
11.7 SI Two-Way Slab Design Expressions and Example
11.8 Direct Method of Deflection Evaluation
11.9 Cracking Behavior and Crack Control in Two-Way Action Slabs and Plates
11.10 Yield-Line Theory for Two-Way Action Plates
12.FOOTINGS
12.1 Introduction
12.2 Types of Foundations
12.3 Shear and Flexural Behavior of Footings
12.4 Soil Bearing Pressure at Base of Footings
12.5 Design Consideration in Flexure
12.6 Design Consideration in Shear
12.7 Operational Procedure for the Design of Footing
12.8 Examples of Footings
12.9 Structural Design of Other Types of Foundations
13.CONTINUOUS REINFORCED CONCRETE STRUCTURES
13.1 Introduction
13.2 Longhand Displacement Method
13.3 Force Method of Analysis
13.4 Displacement
13.5 Finite-Element Methods and Computer Usage
13.6 Approximate Analysis of Continuous Beams and Frames
13.7 Limit Design (Analysis) of Indeterminate Beams and Frames
14.INTRODUCTION TO PRESTRESSED CONCRETE
14.1 Basic Concept of Prestressing
14.2 Partial Loss of Prestress
14.3 Flexural Design of Prestressed Concrete Element
14.4 Serviceability Requirement in Prestressed Concrete Members
14.5 Ultimate-Strength Flexural Design of Prestressed Beams
14.6 Example 14.5: Ultimate-Strength Flexural Design of Prestressed Simply Supported Beams by Strain Compatibility
15. LRFD AASHTO DESIGN OF CONCRETE BRIDGE STRUCTURES
15.1 LRFD Truck Load Specifications
15.2 Flexural Design Considerations
15.3 Shear Design Considerations
15.4 Horizontal Interface Shear
15.5 Combined Shear and Torsion
15.6 Step-by-Step LRFD Design Procedures
15.7 LRFD Design of Bulb-Tee Bridge Deck: Example 15.1
15.8 LRFD Shear and Deflection Design: Example 15.2.
16.SEISMIC DESIGN OF CONCRETE STRUCTURES
16.1 Introduction: Mechanism of Earthquakes
16.2 Spectral Response Method
16.3 Equivalent Lateral Force Method
16.4 Simplified Analysis Procedure for Seismic Design of Buildings
16.5 Other Aspects in Seismic Design
16.6 Flexural Design of Beams and Columns
16.7 Seismic Detailing Requirements for Beams and Columns
16.8 Horizontal Shear in Beam-Column Connections (Joints)
16.9 Design of Shear Walls
16.10 Design Procedure for Earthquake-Resistant Structures
16.11 Example 16.1: Seismic Base Shear and Lateral Forces and Moments by the International Building Code (IBC) Approach
16.12 Example 16.2: Design of Confining Reinforcement for Beam-Column Connections
16.13 Example 16.3: Transverse Reinforcement in a Beam Potential Hinge Region
16.14 Example 16.4: Probable Shear Strength of Monolithic Beam-Column Joint
16.15 Example 16.5: Seismic Shear Wall Design and Detailing
17.STRENGTH DESIGN OF MASONRY STRUCTURES
17.1 Introduction
17.2 Design Principles
17.3 Strength Reduction Factors
17.4 Flexural Strength
17. 5Shear Strength
17.6 Axial Compression Strength
17.7 Anchorage of Masonry Reinforcement
17.8 Prestressed Masonry
17.9 Deflection
17.10 Example 17.9: Detailed Design of CMU Lintel in Seismic Zone
17:11 Example 17.10: Design of Grouted CMU Wall Supporting Beam Lintel of Example 17.9
17:12 Example 17.11: Torsion Anchor Design
APPENDIX A TABLE AND NOMOGRAMS
INDEX
