Statics and Mechanics of Materials, SI Units

Höfundur: Russell C. Hibbeler (Útgáfa: 6)
Statics and Mechanics of Materials, SI Units

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For undergraduate courses in statics and mechanics of materials A proven approach to improving conceptual understanding and problem-solving skills Statics and Mechanics of Materials, 6th Edition in SI Units, combines two of the author’s bestselling texts, Engineering Mechanics: Statics and Mechanics of Materials, with a firm focus on concepts that are commonly encountered in engineering practice.

This text features a thorough presentation of the theory and applications of the most fundamental topics of these two important branches of mechanics. It empowers students to succeed by drawing upon Professor Hibbeler's decades of classroom experience and knowledge of how students learn. The text is shaped by the suggestions of hundreds of peer reviewers and many of his students.

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Útgefandi
Pearson International Content
ISBN
9781292728384
Print ISBN
9781292460208
Format
Page Fidelity (PDF)
Útgáfa
6
Höfundar
Russell C. Hibbeler
Tungumál
English
Útgefið
2024-02-23
Prent takmörkun á líftíma
100
Prent takmörkun
2
Afritunar takmörkun
2

Kaflar

  • 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