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

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

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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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