Efnisyfirlit

• Mechanics of Materials
• Title Page
• Copyright Page
• Preface
• Acknowledgements
• Contents
• 1 Stress
  • Chapter Objectives
  • 1.1 Introduction
  • 1.2 Equilibrium of a Deformable Body
  • 1.3 Stres
  • 1.4 Average Normal Stres in an Axially Loaded Bar
  • 1.5 Average Shear Stres
  • 1.6 Allowable Stres Design
  • 1.7 Limit State Design
• 2 Strain
  • Chapter Objectives
  • 2.1 Deformation
  • 2.2 Strain
• 3 Mechanical Properties of Materials
  • Chapter Objectives
  • 3.1 The Tension and Compression Test
  • 3.2 The Stress–Strain Diagram
  • 3.3 Stress–Strain Behavior of Ductile and Brittle Materials
  • 3.4 Strain Energy
  • 3.5 Poisson’s Ratio
  • 3.6 The Shear Stress–Strain Diagram
  • *3.7 Failure of Materials Due to Creep and Fatigue
• 4 Axial Load
  • Chapter Objectives
  • 4.1 Saint-Venant’s Principle
  • 4.2 Elastic Deformation of An Axially Loaded Member
  • 4.3 Principle of Superposition
  • 4.4 Statically Indeterminate Axially Loaded Members
  • 4.5 T He Force Method of Analysis for Axially Loaded Members
  • 4.6 T Hermal Stress
  • 4.7 Stress Concentrations
  • *4.8 Inelastic Axial Deformation
  • *4.9 Residual Stress
• 5 Torsion
  • Chapter Objectives
  • 5.1 Torsional Deformation of a Circular Shaft Torque
  • 5.2 The Torsion Formula
  • 5.3 Power Transmission
  • 5.4 Angle of Twist
  • 5.5 Statically Indeterminate Torque-Loaded Members
  • *5.6 Solid Noncircular Shafts
  • *5.7 Thin-Walled Tubes Having Closed Cross Sections
  • 5.8 Stress Concentration
  • *5.9 Inelastic Torsion
  • *5.10 Residual Stress
• 6 Bending
  • Chapter Objectives
  • 6.1 Shear and Moment Diagrams
  • 6.2 Graphical Method for Constructing Shear and Moment Diagrams
  • 6.3 Bending Deformation of a Straight Member
  • 6.4 The Flexure Formula
  • 6.5 Unsymmetric Bending
  • *6.6 Composite Beams
  • *6.7 Reinforced Concrete Beams
  • *6.8 Curved Beams
  • 6.9 Stress Concentrations
  • *6.10 Inelastic Bending
• 7 Transverse Shear
  • Chapter Objectives
  • 7.1 Shear in Straight Members
  • 7.2 The Shear Formula
  • 7.3 Shear Flow in Built-Up Members
  • 7.4 Shear Flow in Thin-Walled Members
  • *7.5 Shear Center for Open Thin-Walled Members
• 8 Combined Loadings
  • Chapter Objectives
  • 8.1 Thin-Walled Pressure Vessels
  • 8.2 State of Stress Caused by Combined Loadings
• 9 Stress Transformation
  • Chapter Objectives
  • 9.1 Plane-Stress Transformation
  • 9.2 General Equations of Plane-Stress Transformation
  • 9.3 Principal Stresses and Maximum in-Plane Shear Stress
  • 9.4 Mohr's Circle—Plane Stress
  • 9.5 Absolute Maximum Shear Stress
• 10 Strain Transformation
  • Chapter Objectives
  • 10.1 Plane Strain
  • 10.2 General Equations of Plane-Strain Transformation
  • *10.3 Mohr’s Circle—Plane Strain
  • *10.4 Absolute Maximum Shear Strain
  • 10.5 Strain Rosettes
  • 10.6 Material Property Relationships
  • *10.7 T Heories of Failure
• 11 Design of Beams and Shafts
  • Chapter Objectives
  • 11.1 Basis for Beam Design
  • 11.2 Prismatic Beam Design
  • *11.3 Fully Stressed Beams
  • *11.4 Shaft Design
• 12 Deflection of Beams and Shafts
  • Chapter Objectives
  • 12.1 The Elastic Curve
  • 12.2 Slope and Displacement by Integration
  • *12.3 Discontinuity Functions
  • *12.4 Slope and Displacement by the Moment-Area Method
  • 12.5 Method of Superposition
  • 12.6 Statically Indeterminate Beams and Shafts
  • 12.7 Statically Indeterminate Beams and Shafts—Method of Integration
  • *12.8 Statically Indeterminate Beams and Shafts— Moment-Area Method
  • 12.9 Statically Indeterminate Beams and Shafts—Method of Superposition
• 13 Buckling of Columns
  • Chapter Objectives
  • 13.1 Critical Load
  • 13.2 Ideal Column with Pin Supports
  • 13.3 Columns Having Various Types of Supports
  • *13.4 The Secant Formula
  • *13.5 Inelastic Buckling
  • *13.6 Design of Columns for Concentric Loading
  • *13.7 Design of Columns for Ecentric Loading
• 14 Energy Methods
  • Chapter Objectives
  • 14.1 External Work and Strain Energy
  • 14.2 Elastic Strain Energy for Various Types of Loading
  • 14.3 Conservation of Energy
  • 14.4 Impact Loading
  • *14.5 Principle of Virtual Work
  • *14.6 Method of Virtual Forces Applied to Trusses
  • *14.7 Method of Virtual Forces Applied to Beams
  • *14.8 Castigliano’s Theorem
  • *14.9 Castigliano’s Theorem Applied to Trusses
  • *14.10 Castigliano’s Theorem Applied to Beams
• Appendix
  • A Geometric Properties of an Area
  • B Geometric Properties of Structural Shapes
  • C Slopes and Deflections of Beams
• Solutions and Answers for Preliminary Problems
• Fundamental Problems Partial Solutions and Answers
• Selected Answers
• Index
• Equations and Tables
• Back Cover

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