Structural Concrete Theory and Design 5th Edition by Nadim and Akthem

Structural Concrete Theory and Design Fifth Edition by M. Nadim Hassoun and Akthem Al-Manaseer

Contents of Structural Concrete Theory and Design

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
Assumptions
Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure
Types of Flexural Failure and Strain Limits
Load Factors
Strength Reduction Factor φ
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 (φ < )
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
Flexural Design of Reinforced Concrete Beams
Rectangular Sections with Reinforcement Only
Spacing of Reinforcement and Concrete Cover
Rectangular Sections with Compression Reinforcement
Design of T-Sections
Additional Examples
Examples Using SI Units
Shear and Diagonal Tension
Shear Stresses in Concrete Beams
Behavior of Beams without Shear Reinforcement
Moment Effect on Shear Strength
Beams with Shear Reinforcement
ACI Code Shear Design Requirements
Design of Vertical Stirrups
Design Summary
Shear Force due to Live Loads
Shear Stresses in Members of Variable Depth
Examples Using SI Units
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 Flexural Members
ACI Code Requirements
Development Length of Reinforcing Bars
Development of Bond Stresses
Development Length in Tension
Development Length in Compression
Summary for Computation of Id in Tension
Critical Sections in Flexural Members
Standard Hooks (ACI Code, Sections and )
Splices of Reinforcement
Moment–Resistance Diagram (Bar Cutoff Points)
Design of Deep Beams by the Strut-and-Tie Method
B– and D–Regions
Strut-and-Tie Model
ACI Design Procedure to Build a Strut-and-Tie Model
Strut-and-Tie Method According to AASHTO LRFD
Deep Members
Design of One-Way Solid Slabs
Design Limitations According to ACI Code
Temperature and Shrinkage Reinforcement
Reinforcement Details
Distribution of Loads from One-Way Slabs to Supporting Beams
One-Way Joist Floor System
Axially Loaded Columns
Types of Columns
Behavior of Axially Loaded Columns
ACI Code Limitations
Spiral Reinforcement
Design Equations
Axial Tension
Long Columns
Members in Compression and Bending
Design Assumptions for Columns
Load–Moment Interaction Diagram
Safety Provisions
Balanced Condition: Rectangular Sections
Column Sections under Eccentric Loading
Strength of Columns for Tension Failure
Strength of Columns for Compression Failure
Interaction Diagram Example
Rectangular Columns with Side Bars
Load Capacity of Circular Columns
Analysis and Design of Columns Using Charts
Design of Columns under Eccentric Loading
Biaxial Bending
Circular Columns with Uniform Reinforcement under Biaxial Bending
Square and Rectangular Columns under Biaxial Bending
Parme Load Contour Method
Equation of Failure Surface
SI Example
Slender Columns
Effective Column Length (Klu)
Effective Length Factor (K)
Member Stiffness (EI)
Limitation of the Slenderness Ratio (Klu/r)
Moment-Magnifier Design Method
Footings
Types of Footings
Distribution of Soil Pressure
Design Considerations
Plain Concrete Footings
Combined Footings
Footings Under Eccentric Column Loads
Footings Under Biaxial Moment
Slabs On Ground
Footings On Piles
SI Equations
Retaining Walls
Types of Retaining Walls
Forces on Retaining Walls
Active and Passive Soil Pressures
Effect of Surcharge
Friction on the Retaining Wall Base
Stability against Overturning
Proportions of Retaining Walls
Design Requirements
Drainage
Basement Walls
Design for Torsion
Torsional Moments in Beams
Torsional Stresses
Torsional Moment in Rectangular Sections
Combined Shear and Torsion
Torsion Theories for Concrete Members
Torsional Strength of Plain Concrete Members
Torsion in Reinforced Concrete Members (ACI Code Procedure)
Summary of ACI Code Procedures
Continuous Beams and Frames
Maximum Moments in Continuous Beams
Building Frames
Portal Frames
General Frames
Design of Frame Hinges
Introduction to Limit Design
The Collapsec Mechanism
Principles of Limit Design
Upper and Lower Bounds of Load Factors
Limit Analysis
Rotation of Plastic Hinges
Summary of Limit Design Procedure
Moment Redistribution of Maximum Negative or Positive Moments in Continuous Beams
Design of Two-Way Slabs
Types of Two-Way Slabs
Economical Choice of Concrete Floor Systems
Design Concepts
Column and Middle Strips
Minimum Slab Thickness to Control Deflection
Shear Strength of Slabs
Analysis of Two-Way Slabs by the Direct Design Method
Design Moments in Columns
Transfer of Unbalanced Moments to Columns
Waffle Slabs
Equivalent Frame Method
Stairs
Types of Stairs
Introduction to Prestressed Concrete
Prestressed Concrete
Materials and Serviceability Requirements
Loss of Prestress
Analysis of Flexural Members
Design of Flexural Members
Cracking Moment
Deflection
Design for Shear
Preliminary Design of Prestressed Concrete Flexural Members
End-Block Stresses
Seismic Design of Reinforced Concrete Structures
Seismic Design Category
Analysis Procedures
Load Combinations
Special Requirements in Design of Structures Subjected to
Earthquake Loads
Beams Curved in Plan
Uniformly Loaded Circular Beams
Semicircular Beam Fixed at End Supports
Fixed-End Semicircular Beam under Uniform Loading
Circular Beam Subjected to Uniform Loading
Circular Beam Subjected to a Concentrated Load at Midspan
V-Shape Beams Subjected to Uniform Loading
V-Shape Beams Subjected to a Concentrated Load at the Centerline of the Beam
Prestressed Concrete Bridge Design Based on AASHTO LRFD Bridge
Design
Specifications
Typical Cross Sections
Design Philosophy of AASHTO Specificatioins
Load Factors and Combinations (AASHTO )
Gravity Loads