Efnisyfirlit

• Cover image
• Title page
• Table of Contents
• Dedication
• Copyright
• Preface to the First Edition
• Preface to the Second Edition
• Preface to the Third Edition
• Chapter 1. Introduction
• 1.1 Function of a structure
• 1.2 Loads
• 1.3 Structural systems
• 1.4 Support systems
• 1.5 Statically determinate and indeterminate structures
• 1.6 Analysis and design
• 1.7 Structural and load idealization
• 1.8 Structural elements
• 1.9 Materials of construction
• 1.10 The use of computers
• Chapter 2. Principles of Statics
• 2.1 Force
• 2.2 Moment of a force
• 2.3 The resultant of a system of parallel forces
• 2.4 Equilibrium of force systems
• 2.5 Calculation of support reactions
• Problems
• Solutions to Chapter 2 Problems
• Chapter 3. Normal Force, Shear Force, Bending Moment and Torsion
• 3.1 Types of load
• 3.2 Notation and sign convention
• 3.3 Normal force
• 3.4 Shear force and bending moment
• 3.5 Load, shear force and bending moment relationships
• 3.6 Torsion
• 3.7 Principle of superposition
• Problems
• Solutions to Chapter 3 Problems
• Chapter 4. Analysis of Pin-Jointed Trusses
• 4.1 Types of truss
• 4.2 Assumptions in truss analysis
• 4.3 Idealization of a truss
• 4.4 Statical determinacy
• 4.5 Resistance of a truss to shear force and bending moment
• 4.6 Method of joints
• 4.7 Method of sections
• 4.8 Method of tension coefficients
• 4.9 Graphical method of solution
• 4.10 Compound trusses
• 4.11 Space trusses
• 4.12 A computer-based approach
• Problems
• Solutions to Chapter 4 Problems
• Chapter 5. Cables
• 5.1 Lightweight cables carrying concentrated loads
• 5.2 Heavy cables
• Problems
• Solutions to Chapter 5 Problems
• Chapter 6. Arches
• 6.1 The linear arch
• 6.2 The three-pinned arch
• 6.3 A three-pinned parabolic arch carrying a uniform horizontally distributed load
• 6.4 Bending moment diagram for a three-pinned arch
• Problems
• Solutions to Chapter 6 Problems
• Chapter 7. Stress and Strain
• 7.1 Direct stress in tension and compression
• 7.2 Shear stress in shear and torsion
• 7.3 Complementary shear stress
• 7.4 Direct strain
• 7.5 Shear strain
• 7.6 Volumetric strain due to hydrostatic pressure
• 7.7 Stress–strain relationships
• 7.8 Poisson effect
• 7.9 Relationships between the elastic constants
• 7.10 Strain energy in simple tension or compression
• 7.11 Plane stress
• 7.12 Plane strain
• Problems
• Solutions to Chapter 7 Problems
• Chapter 8. Properties of Engineering Materials
• 8.1 Classification of engineering materials
• 8.2 Testing of engineering materials
• 8.3 Stress–strain curves
• 8.4 Strain hardening
• 8.5 Creep and relaxation
• 8.6 Fatigue
• 8.7 Design methods
• 8.8 Material properties
• Problems
• Solutions to Chapter 8 Problems
• Chapter 9. Bending of Beams
• 9.1 Symmetrical bending
• 9.2 Combined bending and axial load
• 9.3 Anticlastic bending
• 9.4 Strain energy in bending
• 9.5 Unsymmetrical bending
• 9.6 Calculation of section properties
• 9.7 Principal axes and principal second moments of area
• 9.8 Effect of shear forces on the theory of bending
• 9.9 Load, shear force and bending moment relationships, general case
• Problems
• Solutions to Chapter 9 Problems
• Chapter 10. Shear of Beams
• 10.1 Shear stress distribution in a beam of unsymmetrical section
• 10.2 Shear stress distribution in symmetrical sections
• 10.3 Strain energy due to shear
• 10.4 Shear stress distribution in thin-walled open section beams
• 10.5 Shear stress distribution in thin-walled closed section beams
• Problems
• Solutions to Chapter 10 Problems
• Chapter 11. Torsion of Beams
• 11.1 Torsion of solid and hollow circular section bars
• 11.2 Strain energy due to torsion
• 11.3 Plastic torsion of circular section bars
• 11.4 Torsion of a thin-walled closed section beam
• 11.5 Torsion of solid section beams
• 11.6 Warping of cross sections under torsion
• Problems
• Solutions to Chapter 11 Problems
• Chapter 12. Composite Beams
• 12.1 Steel-reinforced timber beams
• 12.2 Reinforced concrete beams
• 12.3 Steel and concrete beams
• Problems
• Solutions to Chapter 12 Problems
• Chapter 13. Deflection of Beams
• 13.1 Differential equation of symmetrical bending
• 13.2 Singularity functions
• 13.3 Moment-area method for symmetrical bending
• 13.4 Deflections due to unsymmetrical bending
• 13.5 Deflection due to shear
• 13.6 Statically indeterminate beams
• Problems
• Solutions to Chapter 13 Problems
• Chapter 14. Complex Stress and Strain
• 14.1 Representation of stress at a point
• 14.2 Determination of stresses on inclined planes
• 14.3 Principal stresses
• 14.4 Mohr’s circle of stress
• 14.5 Stress trajectories
• 14.6 Determination of strains on inclined planes
• 14.7 Principal strains
• 14.8 Mohr’s circle of strain
• 14.9 Experimental measurement of surface strains and stresses
• 14.10 Theories of elastic failure
• Problems
• Solutions to Chapter 14 Problems
• Chapter 15. Virtual Work and Energy Methods
• 15.1 Work
• 15.2 Principle of virtual work
• 15.3 Energy methods
• 15.4 Reciprocal theorems
• Problems
• Solutions to Chapter 15 Problems
• Chapter 16. Analysis of Statically Indeterminate Structures
• 16.1 Flexibility and stiffness methods
• 16.2 Degree of statical indeterminacy
• 16.3 Kinematic indeterminacy
• 16.4 Statically indeterminate beams
• 16.5 Statically indeterminate trusses
• 16.6 Braced beams
• 16.7 Portal frames
• 16.8 Two-pinned arches
• 16.9 Slope–deflection method
• 16.10 Moment distribution
• 16.11 Portal frames
• Problems
• Solutions to Chapter 16 Problems
• Chapter 17. Matrix Methods of Analysis
• 17.1 Axially loaded members
• 17.2 Stiffness matrix for a uniform beam
• 17.3 Finite element method for continuum structures
• Problems
• Solutions to Chapter 17 Problems
• Chapter 18. Plastic Analysis of Beams and Frames
• 18.1 Theorems of plastic analysis
• 18.2 Plastic analysis of beams
• 18.3 Plastic analysis of frames
• Problems
• Solutions to Chapter 18 Problems
• Chapter 19. Yield Line Analysis of Slabs
• 19.1 Yield line theory
• 19.2 Discussion
• Problems
• Solutions to Chapter 19 Problems
• Chapter 20. Influence Lines
• 20.1 Influence lines for beams in contact with the load
• 20.2 Mueller-Breslau principle
• 20.3 Systems of travelling loads
• 20.4 Influence lines for beams not in contact with the load
• 20.5 Forces in the members of a truss
• 20.6 Influence lines for continuous beams
• Problems
• Solutions to Chapter 20 Problems
• Chapter 21. Structural Instability
• 21.1 Euler theory for slender columns
• 21.2 Limitations of the Euler theory
• 21.3 Failure of columns of any length
• 21.4 Effect of cross section on the buckling of columns
• 21.5 Stability of beams under transverse and axial loads
• 21.6 Energy method for the calculation of buckling loads in columns (Rayleigh–Ritz Method)
• Problems
• Solutions to Chapter 21 Problems
• Appendix A. Table of Section Properties
• Appendix B. Bending of Beams: Standard Cases
• Index