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Structural Concrete Theory and Design

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ISBN-10: 1118131347

ISBN-13: 9781118131343

Edition: 5th 2012

Authors: M. Nadim Hassoun, Akthem Al-Manaseer

List price: $115.00
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Description:

Emphasizing a conceptual understanding of concrete design and analysis, this revised and updated edition builds the students understanding by presenting design methods in an easy to understand manner supported with the use of numerous examples and problems. Written in intuitive, easy-to-understand language, it includes SI unit examples in all chapters, equivalent conversion factors from US customary to SI throughout the book, and SI unit design tables. In addition, the coverage has been completely updated to reflect the latest ACI 318-11 code.
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Book details

List price: $115.00
Edition: 5th
Copyright year: 2012
Publisher: John Wiley & Sons, Limited
Publication date: 5/15/2012
Binding: Hardcover
Pages: 1032
Size: 7.74" wide x 9.52" long x 1.65" tall
Weight: 4.092
Language: English

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 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 Shrinkage and Creep of Concrete
Unit Weight of Concrete
Fire Resistance
High-Performance Concrete
Lightweight Concrete
Fibrous Concrete
Steel Reinforcement
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 (? <0.9)
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
Shear Stresses in Members of Variable Depth
Examples Using SI Units