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Thorough coverage, a highly visual presentation, and increased problem solving from an author you trust.
Mechanics of Materials clearly and thoroughly presents the theory and supports the application of essential mechanics of materials principles. Professor Hibbeler’s concise writing style, countless examples, and stunning four-color photorealistic art program – all shaped by the comments and suggestions of hundreds of reviewers – help readers visualize and master difficult concepts. The Tenth Edition retains the hallmark features synonymous with the Hibbeler franchise, but has been enhanced with the most current information, a fresh new layout, added problem solving, and increased flexibility in the way topics are covered.
This title is available with MasteringEngineering, an online homework, tutorial, and assessment program designed to work with this text to engage students and improve results. Interactive, self-paced tutorials provide individualized coaching to help students stay on track. With a wide range of activities available, students can actively learn, understand, and retain even the most difficult concepts. The text and MasteringEngineering work together to guide students through engineering concepts with a multi-step approach to problems.
0134326059 / 9780134326054 Mechanics of Materials, Student Value Edition Plus MasteringEngineering with Pearson eText -- Access Card Package 10/e
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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.
1. Stress
Chapter Objectives 1.1 Introduction 1.2 Equilibrium of a Deformable Body 1.3 Stress 1.4 Average Normal Stress in an Axially Loaded Bar 1.5 Average Shear Stress 1.6 Allowable Stress Design 1.7 Limit State Design
Chapter Objectives
1.1 Introduction
1.2 Equilibrium of a Deformable Body
1.3 Stress
1.4 Average Normal Stress in an Axially Loaded Bar
1.5 Average Shear Stress
1.6 Allowable Stress Design
1.7 Limit State Design
2. Strain
Chapter Objectives 2.1 Deformation 2.2 Strain
2.1 Deformation
2.2 Strain
3. Mechanical Properties of Materials
Chapter Objectives 3.1 The Tension and Compression Test 3.2 The Stress—Strain Diagram 3.3 Stress—Strain Behavior of Ductile and Brittle Materials 3.4 Strain Energy 3.5 Poisson’s Ratio 3.6 The Shear Stress—Strain Diagram *3.7 Failure of Materials Due to Creep and Fatigue
3.1 The Tension and Compression Test
3.2 The Stress—Strain Diagram
3.3 Stress—Strain Behavior of Ductile and Brittle Materials
3.4 Strain Energy
3.5 Poisson’s Ratio
3.6 The Shear Stress—Strain Diagram
*3.7 Failure of Materials Due to Creep and Fatigue
4. Axial Load
Chapter Objectives 4.1 Saint-Venant’s Principle 4.2 Elastic Deformation of an Axially Loaded Member 4.3 Principle of Superposition 4.4 Statically Indeterminate Axially Loaded Members 4.5 The Force Method of Analysis for Axially Loaded Members 4.6 Thermal Stress 4.7 Stress Concentrations *4.8 Inelastic Axial Deformation *4.9 Residual Stress
4.1 Saint-Venant’s Principle
4.2 Elastic Deformation of an Axially Loaded Member
4.3 Principle of Superposition
4.4 Statically Indeterminate Axially Loaded Members
4.5 The Force Method of Analysis for Axially Loaded Members
4.6 Thermal Stress
4.7 Stress Concentrations
*4.8 Inelastic Axial Deformation
*4.9 Residual Stress
5. Torsion
Chapter Objectives 5.1 Torsional Deformation of a Circular Shaft 5.2 The Torsion Formula 5.3 Power Transmission 5.4 Angle of Twist 5.5 Statically Indeterminate Torque-Loaded Members *5.6 Solid Noncircular Shafts *5.7 Thin-Walled Tubes Having Closed Cross Sections 5.8 Stress Concentration *5.9 Inelastic Torsion *5.10 Residual Stress
5.1 Torsional Deformation of a Circular Shaft
5.2 The Torsion Formula
5.3 Power Transmission
5.4 Angle of Twist
5.5 Statically Indeterminate Torque-Loaded Members
*5.6 Solid Noncircular Shafts
*5.7 Thin-Walled Tubes Having Closed Cross Sections
5.8 Stress Concentration
*5.9 Inelastic Torsion
*5.10 Residual Stress
6. Bending
Chapter Objectives 6.1 Shear and Moment Diagrams 6.2 Graphical Method for Constructing Shear and Moment Diagrams 6.3 Bending Deformation of a Straight Member 6.4 The Flexure Formula 6.5 Unsymmetric Bending *6.6 Composite Beams *6.7 Reinforced Concrete Beams *6.8 Curved Beams 6.9 Stress Concentrations *6.10 Inelastic Bending
6.1 Shear and Moment Diagrams
6.2 Graphical Method for Constructing Shear and Moment Diagrams
6.3 Bending Deformation of a Straight Member
6.4 The Flexure Formula
6.5 Unsymmetric Bending
*6.6 Composite Beams
*6.7 Reinforced Concrete Beams
*6.8 Curved Beams
6.9 Stress Concentrations
*6.10 Inelastic Bending
7. Transverse Shear
Chapter Objectives 7.1 Shear in Straight Members 7.2 The Shear Formula 7.3 Shear Flow in Built-Up Members 7.4 Shear Flow in Thin-Walled Members *7.5 Shear Center for Open Thin-Walled Members
7.1 Shear in Straight Members
7.2 The Shear Formula
7.3 Shear Flow in Built-Up Members
7.4 Shear Flow in Thin-Walled Members
*7.5 Shear Center for Open Thin-Walled Members
8. Combined Loadings
Chapter Objectives 8.1 Thin-Walled Pressure Vessels 8.2 State of Stress Caused by Combined Loadings
8.1 Thin-Walled Pressure Vessels
8.2 State of Stress Caused by Combined Loadings
9. Stress Transformation
Chapter Objectives 9.1 Plane-Stress Transformation 9.2 General Equations of Plane-Stress Transformation 9.3 Principal Stresses and Maximum In-Plane Shear Stress 9.4 Mohr’s Circle–Plane Stress 9.5 Absolute Maximum Shear Stress
9.1 Plane-Stress Transformation
9.2 General Equations of Plane-Stress Transformation
9.3 Principal Stresses and Maximum In-Plane Shear Stress
9.4 Mohr’s Circle–Plane Stress
9.5 Absolute Maximum Shear Stress
10. Strain Transformation
Chapter Objectives 10.1 Plane Strain 10.2 General Equations of Plane-Strain Transformation *10.3 Mohr’s Circle–Plane Strain *10.4 Absolute Maximum Shear Strain 10.5 Strain Rosettes 10.6 Material Property Relationships *10.7 Theories of Failure
10.1 Plane Strain
10.2 General Equations of Plane-Strain Transformation
*10.3 Mohr’s Circle–Plane Strain
*10.4 Absolute Maximum Shear Strain
10.5 Strain Rosettes
10.6 Material Property Relationships
*10.7 Theories of Failure
11. Design of Beams and Shafts
Chapter Objectives 11.1 Basis for Beam Design 11.2 Prismatic Beam Design *11.3 Fully Stressed Beams *11.4 Shaft Design
11.1 Basis for Beam Design
11.2 Prismatic Beam Design
*11.3 Fully Stressed Beams
*11.4 Shaft Design
12. Deflection of Beams and Shafts
Chapter Objectives 12.1 The Elastic Curve 12.2 Slope and Displacement by Integration *12.3 Discontinuity Functions *12.4 Slope and Displacement by the Moment-Area Method 12.5 Method of Superposition 12.6 Statically Indeterminate Beams and Shafts 12.7 Statically Indeterminate Beams and Shafts–Method of Integration *12.8 Statically Indeterminate Beams and Shafts–Moment-Area Method 12.9 Statically Indeterminate Beams and Shafts–Method of Superposition
12.1 The Elastic Curve
12.2 Slope and Displacement by Integration
*12.3 Discontinuity Functions
*12.4 Slope and Displacement by the Moment-Area Method
12.5 Method of Superposition
12.6 Statically Indeterminate Beams and Shafts
12.7 Statically Indeterminate Beams and Shafts–Method of Integration
*12.8 Statically Indeterminate Beams and Shafts–Moment-Area Method
12.9 Statically Indeterminate Beams and Shafts–Method of Superposition
13. Buckling of Columns
Chapter Objectives 13.1 Critical Load 13.2 Ideal Column with Pin Supports 13.3 Columns Having Various Types of Supports *13.4 The Secant Formula *13.5 Inelastic Buckling *13.6 Design of Columns for Concentric Loading *13.7 Design of Columns for Eccentric Loading
13.1 Critical Load
13.2 Ideal Column with Pin Supports
13.3 Columns Having Various Types of Supports
*13.4 The Secant Formula
*13.5 Inelastic Buckling
*13.6 Design of Columns for Concentric Loading
*13.7 Design of Columns for Eccentric Loading
14. Energy Methods
Chapter Objectives 14.1 External Work and Strain Energy 14.2 Elastic Strain Energy for Various Types of Loading 14.3 Conservation of Energy 14.4 Impact Loading *14.5 Principle of Virtual Work *14.6 Method of Virtual Forces Applied to Trusses *14.7 Method of Virtual Forces Applied to Beams *14.8 Castigliano’s Theorem *14.9 Castigliano’s Theorem Applied to Trusses *14.10 Castigliano’s Theorem Applied to Beams
14.1 External Work and Strain Energy
14.2 Elastic Strain Energy for Various Types of Loading
14.3 Conservation of Energy
14.4 Impact Loading
*14.5 Principle of Virtual Work
*14.6 Method of Virtual Forces Applied to Trusses
*14.7 Method of Virtual Forces Applied to Beams
*14.8 Castigliano’s Theorem
*14.9 Castigliano’s Theorem Applied to Trusses
*14.10 Castigliano’s Theorem Applied to Beams
Appendix
A Geometric Properties of an Area B Geometric Properties of Structural Shapes C Slopes and Deflections of Beams Solutions and Answers for Preliminary Problems Fundamental Problems Partial Solutions and Answers Selected Answers Index
A Geometric Properties of an Area
B Geometric Properties of Structural Shapes
C Slopes and Deflections of Beams
Solutions and Answers for Preliminary Problems
Fundamental Problems Partial Solutions and Answers
Selected Answers
Index
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