(Ebook) Design of Reinforced Concrete 9th Edition by Jack C McCormac, Russell H Brown ISBN 9781118129845 1118129849

(Ebook) Design of Reinforced Concrete 9th Edition by Jack C McCormac, Russell H Brown ISBN 9781118129845 1118129849

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ISBN 10: 1118129849
ISBN 13: 9781118129845
Author: Jack C McCormac, Russell H Brown

(Ebook) Design of Reinforced Concrete 9th Edition Table of contents:

Chapter 1: Reinforced Concrete as a Structural Material
1.1 Advantages of Reinforced Concrete as a Structural Material
1.2 Disadvantages of Reinforced Concrete as a Structural Material
1.3 Historical Background
1.4 Comparison of Reinforced Concrete and Structural Steel for Buildings and Bridges
1.5 Design Codes
1.6 Types of Portland Cement
1.7 Admixtures
1.8 Compressive Strength
1.9 Static Modulus of Elasticity
1.10 Poisson’s Ratio
1.11 Shrinkage
1.12 Creep
1.13 Tensile Strength
1.14 Shear Strength
1.15 Aggregates
1.16 High-Strength Concretes
1.17 Fiber-Reinforced Concretes
1.18 Concrete Durability
1.19 Reinforcing Steel
1.20 Grades of Reinforcing Steel
1.21 SI Bar Sizes and Material Strengths
1.22 Identifying Marks on Reinforcing Bars
1.23 Dead Loads
1.24 Live Loads
1.25 Environmental Loads
1.26 Selection of Design Loads
1.27 Calculation Accuracy
1.28 Problems

Chapter 2: Flexural Behavior of Beams
2.1 Concrete Cracked–Elastic Stresses Stage
2.2 Beam Failure—Ultimate-Strength Stage
2.3 Cracking Moment
2.4 Elastic Stresses-Concrete Cracked
2.5 Discussion
2.6 Ultimate or Nominal Flexural Moments
2.7 SI Example
2.8 Computer Examples
2.9 Problems

Chapter 3: Design Methods
3.1 Design Methods
3.2 Structural Safety
3.3 Derivation of Beam Expressions
3.4 Strains in Flexural Members
3.5 Strength Reduction or φ Factors
3.6 Minimum Percentage of Steel
3.7 Balanced Steel Percentage
3.8 Example Problems
3.9 Computer Examples
3.10 Problems

Chapter 4: Design of Rectangular Beams
4.1 Load Factors
4.2 Design of Rectangular Beams
4.3 Beam Design Examples
4.4 Skin Reinforcement for Deep Beams
4.5 Use of ρ Formula
4.6 Trial-and-Error (Iterative) Method
4.7 Bundled Bars
4.8 One-Way Slabs
4.9 Cantilever Beams and Continuous Beams
4.10 SI Example
4.11 Computer Example
4.12 Problems

Chapter 5: T 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 Compression Steel
5.7 Design of Doubly Reinforced Beams
5.8 SI Examples
5.9 Computer Examples
5.10 Problems

Chapter 6: Deflections and Cracks
6.1 Importance of Deflections
6.2 Minimum Thicknesses
6.3 Camber
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 SI Example
6.13 Computer Example
6.14 Problems

Chapter 7: 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 Effect of Combined Shear and Moment on Development Lengths
7.9 Effect of Shape of Moment Diagram on Development Lengths
7.10 Cutting Off or Bending Bars (Continued)
7.11 Bar Splices in Flexural Members
7.12 Compression Splices
7.13 Headed and Mechanically Anchored Bars
7.14 SI Example
7.15 Computer Example
7.16 Problems

Chapter 8: Shear in Concrete Beams
8.1 Shear Stresses in Concrete Beams
8.2 Lightweight Concrete
8.3 Shear Strength of Concrete
8.4 Shear Cracking of Reinforced Concrete Beams
8.5 Web Reinforcement
8.6 Behavior of Beams with Web Reinforcement
8.7 Design for Shear
8.8 ACI Code Requirements
8.9 Shear Design Example Problems
8.10 Economical Spacing of Stirrups
8.11 Shear Friction and Corbels
8.12 Shear Strength of Members Subjected to Axial Forces
8.13 Shear Design Provisions for Deep Beams
8.14 Introductory Comments on Torsion
8.15 SI Example
8.16 Computer Example
8.17 Problems

Chapter 9: Columns
9.1 General
9.2 Types of Columns
9.3 Failure of Tied and Spiral Columns
9.4 Code Requirements for Cast-in-Place Columns
9.5 Safety Provisions for Columns
9.6 Design Formulas
9.7 Comments on Economical Column Design
9.8 Design of Axially Loaded Columns
9.9 SI Example
9.10 Computer Example
9.11 Problems

Chapter 10: Axial Load and Bending in Columns
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
10.12 Problems

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Tags: Jack C McCormac, Russell H Brown, Reinforced Concrete