M. Nadim Hassoun, PhD, PE, FASCE, FICE, MACI, is Professor Emeritus of Civil Engineering at South Dakota State University.
Akthem Al-Manaseer, PhD, PEng, FASCE, FACI, FCSCE, MIstructE, is Professor of Civil and Environmental Engineering at San Jose State University.
Preface | |
Notation | |
Conversion | |
Factors | |
Introduction | |
Structural Concrete | |
Historical Background | |
Advantages and Disadvantages of Reinforced Concrete | |
Codes of Practice | |
Design Philosophy and Concepts | |
Units of Measurement | |
Loads | |
Safety Provisions | |
Structural Concrete Elements | |
Structural Concrete Design | |
Accuracy of Calculations | |
Concrete High-Rise Buildings | |
References | |
Properties of Reinforced Concrete | |
Factors Affecting the Strength of Concrete | |
Compressive Strength | |
Stress-Strain Curves of Concrete | |
Tensile Strength of Concrete | |
Flexural Strength (Modulus of Rupture) of Concrete | |
Shear Strength | |
Modulus of Elasticity of Concrete | |
Poisson's Ratio | |
Shear Modulus | |
Modular Ratio | |
Volume Changes of Concrete | |
Creep | |
Models for Predicting the Shrinkage and Creep of Concrete | |
Unit Weight of Concrete | |
Fire Resistance | |
High-Performance Concrete | |
Lightweight Concrete | |
Fibrous Concrete | |
Steel Reinforcement | |
Summary | |
References | |
Problems | |
Flexural Analysis of Reinforced Concrete Beams | |
Introduction | |
Assumptions | |
Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure | |
Types of Flexural Failure and Strain Limits | |
Load Factors | |
Strength-Reduction Factor _ | |
Significance of Analysis and Design Expressions | |
Equivalent Compressive Stress Distribution | |
Singly Reinforced Rectangular Section in Bending | |
Lower Limit or Minimum Percentage of Steel | |
Adequacy of Sections | |
Bundled Bars | |
Sections in the Transition Region | |
Rectangular Sections with Compression Reinforcement | |
Analysis of T- and I-Sections | |
Dimensions of Isolated T-Shaped Sections | |
Inverted L-Shaped Sections | |
Sections of Other Shapes | |
Analysis of Sections Using Tables | |
Additional Examples | |
Examples Using SI Units | |
Summary | |
References | |
Problems | |
Flexural Design of Reinforced Concrete Beams | |
Introduction | |
Rectangular Sections with Reinforcement Only | |
Spacing of Reinforcement and Concrete Cover | |
Rectangular Sections with Compression Reinforcement | |
Design of | |
Additional Examples | |
Examples Using SI Units | |
Summary | |
Problems | |
Alternative Design Methods | |
Introduction | |
Load Factors | |
Strength-Reduction Factor | |
Rectangular Sections with Tension Reinforcement | |
Rectangular Sections with Compression Reinforcement | |
Design of T-Sections | |
Strut and Tie Method | |
References | |
Deflection and Control of Cracking | |
Deflection of Structural Concrete Members | |
Instantaneous Deflection | |
Long-Time Deflection | |
Allowable Deflection | |
Deflection Due to Combinations of Loads | |
Cracks in Flexu | |
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