Switch content of the page by the Role togglethe content would be changed according to the role
Statics and Mechanics of Materials, 5th edition
Published by Pearson (September 2, 2016) © 2017
- Russell C. Hibbeler
$129.99
Buy accessOpens in a new tab
14 day temporary access available
Access details
- eTextbook included
- Instant access once purchased
- Register with a Course ID, a link from your instructor or an LMS link (Blackboard™, Canvas™, Moodle or D2L®)
Features
- Interactive digital learning experience
- Help when and where you need it
- Instant feedback on assignments
- Study tools
Statics and Mechanics of Materials provides a clear and thorough presentation of both the theory and application of the important fundamental topics of these subjects. An emphasis is placed on the importance of satisfying equilibrium, compatibility of deformation, and material behavior requirements.
Table of Contents
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- Transverse Shear
- Chapter Objectives
- 12.1 Shear in Straight Members
- 12.2 The Shear Formula
- 12.3 Shear Flow in Built-Up Members
- Combined Loadings
- Chapter Objectives
- 13.1 Thin-Walled Pressure Vessels
- 13.2 State of Stress Caused by Combined Loadings
- 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
- Design of Beams and Shafts
- Chapter Objectives
- 15.1 Basis for Beam Design
- 15.2 Prismatic Beam Design
- 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
- 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
Appendix
- Mathematical Review and Expressions
- Geometric Properties of An Area and Volume
- Geometric Properties of Wide-Flange Sections
- Slopes and Deflections of Beams
Preliminary Problems Solutions
Fundamental Problems
Solutions and Answers
Selected Answers
Index
Need help? Get in touch