In this book explain about Reinforced Concrete Design that complied with ACI 318-11 (American Concrete Institute) for Building Code included Examples and Problem. Now you can consider with list of content below.
Title: Design of Reinforced Concrete Ninth Edition by JACK C.McCORMAC RUSSELL H.BROWN
Page Number: 742 pages
File type: pdf
File size: 14.9 MB
Permission: available downloading go to bottom of page.
Content of this book
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 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 SI 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 Problems
2.Flexural Analysis of Beams
2.1 Introduction
2.2 Cracking Moment
2.3 Elastic Stresses—Concrete Cracked
2.4 Ultimate or Nominal Flexural Moments
2.5 SI Example
2.6 Computer Examples
Problems
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 φ Factors
3.8 Minimum Percentage of Steel
3.9 Balanced Steel Percentage
3.10 Example Problems
3.11 Computer Examples
Problems
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
Problems
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
Problems
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 Example
Problems
7.Bond, Development Lengths, and Splices
7.1 Cutting Off or Bending Bars
7.2 Bond Stresses
7.3 Development Lengths for Tension Reinforcing
7.4 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
Problems
8.Bond, Development Lengths, and Splices
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 Shear Design Example 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
Problems
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
Problems
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 Continued Discussion of Capacity Reduction Factors, φ
10.11 Computer Example
Problems
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 and Sway Frames
11.8 ACI Code Treatments 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
Problems
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 Columns
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 Axial Loads and Moments
12.13 Transfer of Horizontal Forces
12.14 Plain Concrete Footings
12.15 SI Example
12.16 Computer Examples
Problems
13.Retaining Walls
13.1 Introduction
13.2 Types of Retaining Walls
13.3 Drainage
13.4 Failures of Retaining Walls
13.5 Lateral Pressure 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
Problems
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
Problems
15.Torsion
15.1 Introduction
15.2 Torsional Reinforcing
15.3 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
Problems
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 Example
Problems
17. Two-Way Slabs, Equivalent Frame Method
17.1 Moment Distribution for Nonprismatic Members
17.2 Introduction to the Equivalent Frame Method
17.3 Properties of Slab Beams
17.4 Properties of Columns
17.5 Example Problem
17.6 Computer Analysis
17.7 Computer Example
Problems
18. Walls
18.1 Introduction
18.2 Non–Load-Bearing Walls
18.3 Load-Bearing Concrete Walls—Empirical Design Method
18.4 Load-Bearing Concrete Walls—Rational Design
18.5 Shear Walls
18.6 ACI Provisions for Shear Walls
18.7 Economy in Wall Construction
18.8 Computer Example
Problems
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 Prestress 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 Example
Problems
20 Reinforced Concrete Masonry
20.1 Introduction
20.2 Masonry Materials
20.3 Specified Compressive Strength of Masonry
20.4 Maximum Flexural Tensile Reinforcement
20.5 Walls with Out-of-Plane Loads—Non–Load-Bearing Walls
20.6 Masonry Lintels, 611
20.7 Walls with Out-of-Plane Loads—Load-Bearing
20.8 Walls with In-Plane Loading—Shear Walls
20.9 Computer Example
Problems
A Tables and Graphs: U.S. Customary Units
B Tables in SI Units
C The Strut-and-Tie Method of Design
C.1 Introduction
C.2 Deep Beams
C.3 Shear Span and Behavior Regions
C.4 Truss Analogy
C.5 Definitions
C.6 ACI Code Requirements for Strut-and-Tie Design
C.7 Selecting a Truss Model
C.8 Angles of Struts in Truss Models
C.9 Design Procedure
D Seismic Design of Reinforced Concrete Structures
D.1 Introduction
D.2 Maximum Considered Earthquake
D.3 Soil Site Class
D.4 Risk and Importance Factors
D.5 Seismic Design Categories
D.6 Seismic Design Loads
D.7 Detailing Requirements for Different Classes of Reinforced Concrete Moment Frames
Problems
Glossary
Index
click download
Please Share
