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Reinforced Concrete
Structures
Design according to CSA
A-23.3-04 |
| Reinforced Concrete Structures Design according to
CSA A-23.3-04 focuses on the analysis and design of reinforced concrete
structures in conformity with CSA A23.3-04 Canadian standard. Such members are
often encountered in engineering practice, particularly in buildings. Using an
original approach, the authors present the subject matter as clearly and
effectively as possible. Each aspect is carefully illustrated and is the
subject of a thorough theoretical development. This is followed by a
step-by-step procedure for both design and verification, along with many fully
developped numerical applications. |
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Reinforced Concrete Structures
Design according to CSA A-23.3-04 is intended for practicing engineers as
well as for engineering students. Engineers will find it a valuable and concise
reference which complements the standards and other engineering tools for their
daily tasks. Students will use it as a textbook on reinforced concrete
structures presented in an original and easy-to-use format.
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Table of Contents:
Materials
- Notations Used in This Chapter
- Concrete
- Steel Reinforcement
- Examples and Problems
Basic Concepts for Design
- Notations used in This Chaper
- Basic Requirements
- Safety Considerations
- ULS Verifications According to CSA A23 3-04
- Tolerances
Behaviour of Beams and One-Way Slabs in
Flexure
- Notations used in This Chapter
- Assumptions for Limit States Design of Reinforced
Concrete
- Behaviour under Bending
- Serviceability Limit States
- Examples and Problems
Design and Verification of Beams and One-Way
Slabs in Flexure
- Notations used in This Chapter
- Minimum Requirements and Construction
Considerations
- Rectangular Sections with Tension
Reinforcement
- Rectangular Sections with Tension and Compression
Reinforcement
- T-Beams
- One-Way Slabs
- Problems
Shear Design
- Notations Used in This Chapter
- Behaviour of Beams under Shear
- Regulatory and Practical Considerations n Methods
for Shear Resistance
- Simplified Method n General Method
- Special Cases
- Strut-and-Tie Method
- Interface Shear-Friction Approach
- Problems
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Torsion
- Notations Used in This Chapter
- Torsion Types
- Torsional Shear Stresses
- Torsional Resistance Mechanisms
- Derivation of Equations
- Regulatory and Practical Considerations
- Design and Verification of Members in Torsion
- Examples and Problems
Bond Development and Splice Reinforcement
- Notations used in This Chaper
- Bond Stresses
- Pullout Resistance Mechanisms and Failure
Modes
- Development Length of Straight Reinforcing
Bars
- Standard Hooks in Tension
- Bar Cutoffs and Development Length in Flexure
- Splice Reinforcement
- Examples and Problems
Approximate Frame Analysis Method for Continuous
RC Beams and One-Way Slabs
- Notations used in This Chapter
- Justification for Using the Approximate Frame
Analysis Method
- Description of the Approximate Frame Analysis
Method
- Approximate Bending Moments and Shear Forces at
Characteristic Points
- Moment Envelope Diagram and Bar Cutoffs
- Step-by-Step Design Procedure Using the Approximate
Frame Analysis Method
- Examples and Problems
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Two-Way Slabs on Stiff Beams or Walls on Four
Sides
- Notations used in This Chapter
- Analysis of Two-Way Slabs
- Initial Calculations
- Procedure for Computations of Moments
- Transfer of Loads to Supporting Beams or Walls
- Shear Force in the Slab
- Other Requirements and Practical
Considerations
- Design and Verification of Slabs
- Examples and Problems
Two-Way Slabs - Direct-Design Method
- Notations Used in This Chapter
- Basis for the Method
- Step-by-Step Analysis and Calculation
Procedure
- Step-by-Step Design Procedure
- Examples and Problems
Compression Members - Braced Columns
- Notation used in this Chapter
- Overview and Definitions
- Column Slenderness
- Designing a Short Column
- Slender Braced Columns
- Introduction to Unbraced Columns
- Minimum Regulatory Requirements and Construction
Considerations
- Examples and Problem
Foundations
- Notations Used in This Chapter
- Overview, Geotechnical Considerations, and
Definitions
- Concentrically Loaded Isolated Footings
- Eccentrically Loaded Isolated Footings
- Continuous Footings
- Examples and Problem
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About the authors:
Omar Chaallal, P.
Eng., Ph.D. (University of Liverpool, Great Britain) is currently Professor
at the Engineering Faculty of ETS (Université du Québec) in
Montreal. He is also an invited lecturer at various universities worldwide and
provides lectures and training to professional engineers on different
specialized topics : seismic design and analysis, soil-structure interaction
for bridges, and strengthening and seismic retrofit of existing structures. He
has been a professional practicing structural engineer for more than twenty
years to various consulting engineering firms in Canada, the U.S.A. and abroad.
He has published more than 150 peer-reviewed technical publications. He is a
member of various national and international technical
committees.
Mohamed Lachemi, P. Eng., Ph.D. (Université de
Sherbrooke) is currently Professor of Civil Engineering and Dean of the Faculty
of Engineering, Architecture, and Science at Ryerson University, Toronto,
Ontario. He has more than eighteen years of professional engineering experience
as an academic, as a researcher, and as a practicing engineer in Quebec and
Ontario. He has made significant contributions toward reducing the overall
environmental impacts of the construction industry. He has published over 100
peer-reviewed technical publications. His work has received several awards and
recognitions, including a Canada Research Chair in Sustainable
Construction. |
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