**PDF Free Download | 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

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