Statics and Mechanics of Materials / Edition 5

by Russell Hibbeler

Overview

Statics and Mechanics of Materials represents a combined abridged version of 2 of the author's books: Engineering Mechanics: Statics, 14th Edition, and Mechanics of Materials, 10th Edition. It provides a clear and thorough presentation of both the theory and application of the important fundamental topics of these subjects, that are often used in many engineering disciplines. The development emphasizes the importance of satisfying equilibrium, compatibility of deformation, and material behavior requirements. The hallmark of the book, however, remains the same as the author's unabridged versions, and that is, strong emphasis is placed on drawing a free-body diagram, and the importance of selecting an appropriate coordinate system and an associated sign convention whenever the equations of mechanics are applied. Throughout the book, many analysis and design applications are presented, which involve mechanical elements and structural members often encountered in engineering practice.

This version of Statics and Mechanics of Materials features the same content as the traditional bound text in a convenient, three-hole-punched, loose-leaf format.

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Product Details

ISBN-13:	9780134382890
Publisher:	Pearson Education
Publication date:	05/12/2016
Edition description:	Student
Pages:	936
Product dimensions:	8.00(w) x 9.30(h) x 1.20(d)

About the Author

R.C. Hibbeler graduated from the University of Illinois at Urbana with a BS in Civil Engineering (majoring in Structures) and an MS in Nuclear Engineering. He obtained his PhD in Theoretical and Applied Mechanics from Northwestern University. Professor Hibbeler’s professional experience includes postdoctoral work in reactor safety and analysis at Argonne National Laboratory, and structural and stress analysis work at Chicago Bridge and Iron, as well as at Sargent and Lundy in Chicago. He has practiced engineering in Ohio, New York, and Louisiana.

Professor Hibbeler currently teaches both civil and mechanical engineering courses at the University of Louisiana— Lafayette. In the past, he has taught at the University of Illinois at Urbana, Youngstown State University, Illinois Institute of Technology, and Union College.

Table of Contents

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
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
3. Force System Resultants
   • Chapter Objectives
   • 3.1 Moment of a Force–Scalar Formulation
   • 3.2 Cross Product
   • 3.3 Moment of a Force–Vector Formulation
   • 3.4 Principle of Moments
   • 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
4. Equilibrium of a Rigid Body
   • Chapter Objectives
   • 4.1 Conditions for Rigid-Body Equilibrium
   • 4.2 Free-Body Diagrams
   • 4.3 Equations of Equilibrium
   • 4.4 Two- and Three-Force Members
   • 4.5 Free-Body Diagrams
   • 4.6 Equations of Equilibrium
   • 4.7 Characteristics of Dry Friction
   • 4.8 Problems Involving Dry Friction
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
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
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
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
9. Axial Load
   • Chapter Objectives
   • 9.1 Saint-Venant’s Principle
   • 9.2 Elastic Deformation 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
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
11. Bending
    • Chapter Objectives
    • 11.1 Shear and Moment Diagrams
    • 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
12. Transverse Shear
    • Chapter Objectives
    • 12.1 Shear in Straight Members
    • 12.2 The Shear Formula
    • 12.3 Shear Flow in Built-Up Members
13. Combined Loadings
    • Chapter Objectives
    • 13.1 Thin-Walled Pressure Vessels
    • 13.2 State of Stress Caused by Combined Loadings
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
15. Design of Beams and Shafts
    • Chapter Objectives
    • 15.1 Basis for Beam Design
    • 15.2 Prismatic Beam Design
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
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

1. Mathematical Review and Expressions
2. Geometric Properties of An Area and Volume
3. Geometric Properties of Wide-Flange Sections
4. Slopes and Deflections of Beams

Preliminary Problems Solutions Fundamental Problems Solutions and Answers Selected Answers Index

Editorial Reviews

“It is very difficult to find a text book that would compete with Hibbeler’s readability and clarity at the undergraduate level.” — Fady F. Barsoum, Embry-Riddle Aeronautical University

“The large variety of illustrated homework problems are helpful for class demonstrations, group problem solving and real situation homework assignments. The inside covers are a very handy resource for both students and instructors.” — Barbara Lograsso, Michigan Technological University

“Nice formulation and presentation of equations with clear drawings and photographs.” — Marehalli Prasad, Stevens Institute of Technology

From the Publisher