Statics and Mechanics of Materials -- Modified Mastering Engineering with Pearson eText

Table of Contents:
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

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.