Title type
eBook

#structstuf (Custom Edition eBook) (8e)

By R. C. Hibbeler
$60.00
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ISBN
9781486022618
Published date
03/03/2014
 
 
 

Description

This custom edition is specifically published for Curtin University and is a cut-down version of Hibbeler 8th edition. It provides students with the theory and application of structural analysis as it applies to trusses, beams and frames.

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Product details
ISBN
 
9781486022618
Edition
 
8th
Published date
 
03/03/2014
Published by
 
Pearson Custom Books
Pages
 
Format
 
Table of contents
  • 1. Types of Structures and Loads
  • 1.1 Introduction 
  • 1.2 Classification of Structures 
  • 1.3 Loads 
  • 1.4 Structural Design 
  • 2 Analysis of Statically Determinate Structures
  • 2.1 Idealized Structure
  • 2.2 Principle of Superposition 
  • 2.3 Equations of Equilibrium 
  • 2.4 Determinacy and Stability
  • 2.5 Application of the Equations of Equilibrium 
  • 3 Analysis of Statically Determinate Trusses
  • 3.1 Common Types of Trusses 
  • 3.2 Classification of Coplanar Trusses 
  • 3.3 The Method of Joints 
  • 3.4 Zero-Force Members
  • 3.5 The Method of Sections 
  • 3.6 Compound Trusses 
  • 3.7 Complex Trusses 
  • 3.8 Space Trusses 
  • 4 Internal Loadings Developed in Structural Members
  • 4.1 Internal Loadings at a Specified Point 
  • 4.2 Shear and Moment Functions
  • 4.3 Shear and Moment Diagrams for a Beam
  • 4.4 Shear and Moment Diagrams for a Frame 
  • 4.5 Moment Diagrams Constructed by the Method of Superposition 
  • 6 Influence Lines for Statically Determinate Structures
  • 6.1 Influence Lines
  • 6.2 Influence Lines for Beams 
  • 6.3 Qualitative Influence Lines 
  • 6.4 Influence Lines for Floor Girders 
  • 6.5 Influence Lines for Trusses
  • 6.6 Maximum Influence at a Point due to a Series of Concentrated Loads
  • 6.7 Absolute Maximum Shear and Moment 
  • 7 Approximate Analysis of Statically Indeterminate Structures
  • 7.1 Use of Approximate Methods 
  • 7.2 Trusses
  • 7.3 Vertical Loads on Building Frames
  • 7.4 Portal Frames and Trusses 
  • 7.5 Lateral Loads on Building Frames: Portal Method
  • 7.6 Lateral Loads on Building Frames: Cantilever Method
  • 8 Deflections 
  • 8.1 Deflection Diagrams and the Elastic Curve
  • 8.2 Elastic-Beam Theory 
  • 8.3 The Double Integration Method
  • 8.4 Moment-Area Theorems 
  • 8.5 Conjugate-Beam Method 
  • 9 Deflections Using Energy Methods 
  • 9.1 External Work and Strain Energy 
  • 9.2 Principle of Work and Energy 
  • 9.3 Principle of Virtual Work
  • 9.4 Method of Virtual Work: Trusses 
  • 9.5 Castigliano’s Theorem 
  • 9.6 Castigliano’s Theorem for Trusses 
  • 9.7 Method of Virtual Work: Beams and Frames
  • 9.8 Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature
  • 9.9 Castigliano’s Theorem for Beams and Frames
  • 10 Analysis of Statically Indeterminate Structures by the Force Method 
  • 10.1 Statically Indeterminate Structures
  • 10.2 Force Method of Analysis: General Procedure
  • 10.3 Maxwell’s Theorem of Reciprocal Displacements; Betti’s Law
  • 10.4 Force Method of Analysis: Beams
  • 10.5 Force Method of Analysis: Frames 
  • 10.6 Force Method of Analysis: Trusses 
  • 10.7 Composite Structures
  • 10.8 Additional Remarks on the Force Method of Analysis
  • 10.9 Symmetric Structures
  • 10.10 Influence Lines for Statically Indeterminate Beams 
  • 10.11 Qualitative Influence Lines for Frames
  • 11 Displacement Method of Analysis: Slope-Deflection Equations
  • 11.1 Displacement Method of Analysis: General Procedures
  • 11.2 Slope-Deflection Equations
  • 11.3 Analysis of Beams 
  • 11.4 Analysis of Frames: No Sidesway
  • 11.5 Analysis of Frames: Sidesway
  • 12 Displacement Method of Analysis: Moment Distribution
  • 12.1 General Principles and Definitions
  • 12.2 Moment Distribution for Beams
  • 12.3 Stiffness-Factor Modifications 
  • 12.4 Moment Distribution for Frames: No Sidesway
  • 12.5 Moment Distribution for Frames: Sidesway
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