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• Half Title
• Title Page
• Copyright
• Dedication
• Preface
• Your work…
• With the Power of Mastering Engineering for Statics and Mechanics of Materials
• Contents
• Credits
• Chapter 1. General Principles
• Chapter Objectives
• 1.1 Mechanics
• 1.2 Fundamental Concepts
• 1.3 The International System of Units
• 1.4 Numerical Calculations
• 1.5 General Procedure for Analysis
• Chapter 2. Force Vectors
• Chapter Objectives
• 2.1 Scalars and Vectors
• 2.2 Vector Operations
• 2.3 Vector Addition of Forces
• 2.4 Addition of a System of Coplanar Forces
• 2.5 Cartesian Vectors
• 2.6 Addition of Cartesian Vectors
• 2.7 Position Vectors
• 2.8 Force Vector Directed Along a Line
• 2.9 Dot Product
• Chapter Review
• Review Problems
• Chapter 3. Force System Resultants
• Chapter Objectives
• 3.1 Moment of a Force—Scalar Formulation
• 3.2 Principle of Moments
• 3.3 Cross Product
• 3.4 Moment of a Force—Vector Formulation
• 3.5 Moment of a Force about a Specified Axis
• 3.6 Moment of a Couple
• 3.7 Simplification of a Force and Couple System
• 3.8 Further Simplification of a Force and Couple System
• 3.9 Reduction of a Simple Distributed Loading
• Chapter Review
• Review Problems
• Chapter 4. Equilibrium of a Rigid Body
• Chapter Objectives
• 4.1 Conditions for Rigid-Body Equilibrium
• Equilibrium in two Dimensions
• 4.2 Free-Body Diagrams
• 4.3 Equations of Equilibrium
• 4.4 Two- and Three-Force Members
• Equilibrium in three Dimensions
• 4.5 Free-Body Diagrams
• 4.6 Equations of Equilibrium
• 4.7 Characteristics of Dry Friction
• 4.8 Problems Involving Dry Friction
• Chapter Review
• Review Problems
• Chapter 5. Structural Analysis
• Chapter Objectives
• 5.1 Simple Trusses
• 5.2 The Method of Joints
• 5.3 Zero-Force Members
• 5.4 The Method of Sections
• 5.5 Frames and Machines
• Chapter Review
• Review Problems
• Chapter 6. Center of Gravity, Centroid, and Moment of Inertia
• Chapter Objectives
• 6.1 Center of Gravity and the Centroid of a Body
• 6.2 Composite Bodies
• 6.3 Moments of Inertia for Areas
• 6.4 Parallel-Axis Theorem for an Area
• 6.5 Moments of Inertia for Composite Areas
• Chapter Review
• Chapter 7. Stress and Strain
• Chapter Objectives
• 7.1 Introduction
• 7.2 Internal Resultant Loadings
• 7.3 Stress
• 7.4 Average Normal Stress in an Axially Loaded Bar
• 7.5 Average Shear Stress
• 7.6 Allowable Stress Design
• 7.7 Deformation
• 7.8 Strain
• Chapter Review
• Review Problems
• Chapter 8. Mechanical Properties of Materials
• Chapter Objectives
• 8.1 The Tension and Compression Test
• 8.2 The Stress–Strain Diagram
• 8.3 Stress–Strain Behavior of Ductile and Brittle Materials
• 8.4 Strain Energy
• 8.5 Poisson’s Ratio
• 8.6 The Shear Stress–Strain Diagram
• Chapter Review
• Review Problems
• Chapter 9. Axial Load
• Chapter Objectives
• 9.1 Saint-Venant’s Principle
• 9.2 Elastic Displacement of an Axially Loaded Member
• 9.3 Principle of Superposition
• 9.4 Statically Indeterminate Axially Loaded Members
• 9.5 The Force Method of Analysis for Axially Loaded Members
• 9.6 Thermal Stress
• 9.7 Stress Concentrations
• Chapter Review
• Review Problems
• Chapter 10. Torsion
• Chapter Objectives
• 10.1 Torsional Deformation of a Circular Shaft
• 10.2 The Torsion Formula
• 10.3 Power Transmission
• 10.4 Angle of Twist
• 10.5 Statically Indeterminate Torque-Loaded Members
• *10.6 Solid Noncircular Shafts
• 10.7 Stress Concentration
• Chapter Review
• Review Problems
• Chapter 11. Bending
• Chapter Objectives
• 11.1 Internal Loading as a Function of Position
• 11.2 Graphical Method for Constructing Shear and Moment Diagrams
• 11.3 Bending Deformation of a Straight Member
• 11.4 The Flexure Formula
• 11.5 Unsymmetric Bending
• 11.6 Stress Concentrations
• Chapter Review
• Review Problems
• Chapter 12. Transverse Shear
• Chapter Objectives
• 12.1 Shear in Straight Members
• 12.2 The Shear Formula
• 12.3 Shear Flow in Built-Up Members
• Chapter Review
• Review Problems
• Chapter 13. Combined Loadings
• Chapter Objectives
• 13.1 Thin-Walled Pressure Vessels
• 13.2 State of Stress Caused by Combined Loadings
• Chapter Review
• Review Problems
• Chapter 14. Stress and Strain Transformation
• Chapter Objectives
• 14.1 Plane-Stress Transformation
• 14.2 General Equations of Plane Stress Transformation
• 14.3 Principal Stresses and Maximum In-Plane Shear Stress
• 14.4 Mohr’s Circle—Plane Stress
• 14.5 Absolute Maximum Shear Stress
• 14.6 Plane Strain
• 14.7 General Equations of Plane-Strain Transformation
• 14.8 Mohr’s Circle—Plane Strain
• *14.9 Absolute Maximum Shear Strain
• 14.10 Strain Rosettes
• 14.11 Material Property Relationships
• Chapter Review
• Review Problems
• Chapter 15. Design of Beams and Shafts
• Chapter Objectives
• 15.1 Basis for Beam Design
• 15.2 Prismatic Beam Design
• Chapter Review
• Chapter 16. Deflection of Beams and Shafts
• Chapter Objectives
• 16.1 The Elastic Curve
• 16.2 Slope and Displacement by Integration
• * 16.3 Discontinuity Functions
• 16.4 Method of Superposition
• 16.5 Statically Indeterminate Beams and Shafts—Method of Superposition
• Chapter Review
• Review Problems
• Chapter 17. Buckling of Columns
• Chapter Objectives
• 17.1 Critical Load
• 17.2 Ideal Column with Pin Supports
• 17.3 Columns Having Various Types of Supports
• *17.4 The Secant Formula
• Chapter Review
• Review Problems
• Appendices
• Appendix A. Mathematical Review and Expressions
• Appendix B. Geometric Properties of an Area and Volume
• Appendix C. Geometric Properties of Structural Shapes
• Appendix D. Slopes and Deflections of Beams
• Fundamental Problem Solutions
• Answers to Selected Problems
• Index
• A
• B
• C
• D
• E
• F
• G
• H
• I
• J
• K
• L
• M
• N
• O
• P
• Q
• R
• S
• T
• U
• V
• W
• X
• Y
• Z
• Fundamental Equations of Statics and Mechanics of Materials
• Average Mechanical Properties of Typical Engineering Materials