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• ISBN 13:9780134321141

• Author:Russell Hibbele  

Mechanics of Materials

ALERT: Before you purchase, check with your instructor or review your course syllabus to ensure that you select the correct ISBN. Several versions of Pearson’s MyLab & Mastering products exist for each title, including customized versions for individual schools, and registrations are not transferable. In addition, you may need a CourseID, provided by your instructor, to register for and use Pearson’s MyLab & Mastering products.   NOTE: Make sure to use the dashes shown on the Access Card Code when entering the code.   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   Package consists of:    0134321189 / 9780134321189 Mechanics of Materials, Student Value Edition 10/e 0134321286 / 9780134321288 MasteringEngineering with Pearson eText — Standalone Access Card — for Mechanics of Materials 10/e   

Mechanics of Materials 10th Table of contents:

Chapter 1 Stress
Chapter Objectives
1.1 Introduction
Historical Development.
1.2 Equilibrium of a Deformable Body
Loads.
Support Reactions.
Equations of Equilibrium.
Internal Resultant Loadings.
Three Dimensions.
Normal force, N.
Shear force, V.
Torsional moment or torque, T.
Bending moment, M.
Coplanar Loadings.
SOLUTION
Support Reactions.
Free-Body Diagram.
Equations of Equilibrium.
SOLUTION
Support Reactions.
Free-Body Diagram.
Equations of Equilibrium.
SOLUTION
Support Reactions.
Free-Body Diagram.
Equations of Equilibrium.
SOLUTION
Free-Body Diagram.
Equations of Equilibrium.
Preliminary Problems
Fundamental Problems
Problems
1.3 Stress
Normal Stress.
Shear Stress.
General State of Stress.
Units.
1.4 Average Normal Stress in an Axially Loaded Bar
Average Normal Stress Distribution.
Equilibrium.
Maximum Average Normal Stress.
SOLUTION
Internal Loading.
Average Normal Stress.
SOLUTION
Internal Loading.
Average Normal Stress.
SOLUTION
Internal Loading.
Average Compressive Stress.
SOLUTION
Internal Loading.
Average Normal Stress.
1.5 Average Shear Stress
Shear Stress Equilibrium.
SOLUTION
Internal Loadings.
SOLUTION
Internal Loadings.
SOLUTION
Internal Loadings.
Average Stress.
Preliminary Problems
Fundamental Problems
Problems
1.6 Allowable Stress Design
Simple Connections.
1.7 Limit State Design
Load Factors.
Resistance Factors.
Design Criteria.
SOLUTION
Pin Forces.
Allowable Shear Stress.
Pin A.
Pin C.
SOLUTION
Diameter of Rod.
Thickness of Disk.
SOLUTION
Failure of Plate in Tension.
Failure of Plate by Bearing.
Failure of Plate by Shear.
Failure of Bolt by Shear.
SOLUTION
Factored Loads.
Area.
Fundamental Problems
Problems
Chapter Review
Conceptual Problems
Review Problems
Chapter 2 Strain
Chapter Objectives
2.1 Deformation
2.2 Strain
Normal Strain.
Units.
Shear Strain.
Cartesian Strain Components.
Small Strain Analysis.
SOLUTION
Geometry.
Average Normal Strain.
SOLUTION I
Geometry.
Normal Strain.
SOLUTION II
SOLUTION
Preliminary Problems
Fundamental Problems
Problems
Chapter 3 Mechanical Properties of Materials
Chapter Objectives
3.1 The Tension and Compression Test
3.2 The Stress–Strain Diagram
Conventional Stress–Strain Diagram.
Elastic Behavior.
Yielding.
Strain Hardening.
Necking.
True Stress–Strain Diagram.
Steel.
3.3 Stress–Strain Behavior of Ductile and Brittle Materials
Ductile Materials.
Brittle Materials.
Stiffness.
Strain Hardening.
3.4 Strain Energy
Modulus of Resilience.
Modulus of Toughness.
SOLUTION
Modulus of Elasticity.
Yield Strength.
Ultimate Stress.
Fracture Stress.
SOLUTION
Permanent Strain.
Modulus of Resilience.
SOLUTION
Fundamental Problems
Problems
3.5 Poisson’s Ratio
SOLUTION
3.6 The Shear Stress–Strain Diagram
SOLUTION
Shear Modulus.
Proportional Limit.
Ultimate Stress.
Maximum Elastic Displacement and Shear Force.
SOLUTION
Modulus of Elasticity.
Contraction of Diameter.
*3.7 Failure of Materials Due to Creep and Fatigue
Creep.
Fatigue.
Fundamental Problems
Problems
Chapter Review
Review Problems
Chapter 4 Axial Load
Chapter Objectives
4.1 Saint-Venant’s Principle
4.2 Elastic Deformation of an Axially Loaded Member
Constant Load and Cross-Sectional Area.
Sign Convention.
SOLUTION
Internal Forces.
Displacement.
SOLUTION
Internal Force.
Displacement.
SOLUTION
Internal Force.
Displacement.
SOLUTION
Internal Force.
Displacement.
Preliminary Problems
Fundamental Problems
Problems
4.3 Principle of Superposition
4.4 Statically Indeterminate Axially Loaded Members
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
4.5 The Force Method of Analysis for Axially Loaded Members
SOLUTION
Compatibility.
Load–Displacement.
Equilibrium.
Problems
4.6 Thermal Stress
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
Problems
4.7 Stress Concentrations
*4.8 Inelastic Axial Deformation
*4.9 Residual Stress
SOLUTION
Part (a).
Part (b).
SOLUTION
SOLUTION
Residual Stress.
Problems
Chapter Review
Conceptual Problems
Review Problems
Chapter 5 Torsion
Chapter Objectives
5.1 Torsional Deformation of a Circular Shaft
5.2 The Torsion Formula
Polar Moment of Inertia.
Shear Stress Distribution.
SOLUTION
Section Properties.
Shear Stress.
SOLUTION
Internal Torque.
Section Property.
Shear Stress.
SOLUTION
Internal Torque.
Section Property.
Shear Stress.
5.3 Power Transmission
Shaft Design.
SOLUTION
Preliminary Problems
Fundamental Problems
Problems
5.4 Angle of Twist
Constant Torque and Cross-Sectional Area.
Multiple Torques.
Sign Convention.
SOLUTION
Internal Torque.
Angle of Twist.
SOLUTION
Internal Torque.
Angle of Twist.
SOLUTION
Internal Torque.
Angle of Twist.
SOLUTION
Internal Torque.
Maximum Shear Stress.
Angle of Twist.
Fundamental Problems
Problems
5.5 Statically Indeterminate Torque-Loaded Members
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
SOLUTION
Equilibrium.
Compatibility.
Load–Displacement.
Problems
*5.6 Solid Noncircular Shafts
SOLUTION
Circular Cross Section.
*5.7 Thin-Walled Tubes Having Closed Cross Sections
Shear Flow.
Average Shear Stress.
Angle of Twist.
SOLUTION
Average Shear Stress.
Angle of Twist.
SOLUTION
Average Shear Stress. ­­
Angle of Twist.
Problems
5.8 Stress Concentration
SOLUTION
Internal Torque.
Maximum Shear Stress.
*5.9 Inelastic Torsion
Elastic-Plastic Torque.
Plastic Torque.
*5.10 Residual Stress
Ultimate Torque.
SOLUTION
Maximum Elastic Torque.
Plastic Torque.
Outer Radius Shear Strain.
SOLUTION
SOLUTION
Plastic Torque.
Problems
Chapter Review
Review Problems
Chapter 6 Bending
Chapter Objectives
6.1 Shear and Moment Diagrams
Beam Sign Convention.
SOLUTION
Support Reactions.
Shear and Moment Functions.
Shear and Moment Diagrams.
SOLUTION
Support Reactions.
Shear and Moment Functions.
Shear and Moment Diagrams.
SOLUTION
Support Reactions.
Shear and Moment Functions.
Shear and Moment Diagrams.
SOLUTION
Support Reactions.
Shear and Moment Functions.
Shear and Moment Diagrams.
6.2 Graphical Method for Constructing Shear and Moment Diagrams
Regions of Distributed Load.
Regions of Concentrated Force and Moment.
SOLUTION
Support Reactions.
Shear Diagram.
Moment Diagram.
SOLUTION
Support Reactions.
Shear Diagram.
Moment Diagram.
SOLUTION
Support Reactions.
Shear Diagram.
Moment Diagram.
SOLUTION
Support Reactions.
Shear Diagram.
Moment Diagram.
SOLUTION
Support Reactions.
Shear Diagram.
Moment Diagram.
SOLUTION
Support Reactions.
Shear Diagram.
Moment Diagram.
Preliminary Problems
Fundamental Problems
Problems
6.3 Bending Deformation of a Straight Member
6.4 The Flexure Formula
Location of Neutral Axis.
Bending Moment.
SOLUTION
Part (a).
Part (b).
SOLUTION
Maximum Internal Moment.
Section Property.
SOLUTION
Internal Moment.
Section Property.
Maximum Bending Stress.
SOLUTION
Without Ribs.
With Ribs.
Preliminary Problems
Fundamental Problems
Problems
6.5 Unsymmetric Bending
Moment Applied About Principal Axis.
Moment Arbitrarily Applied.
Orientation of the Neutral Axis.
Important Points
SOLUTION
Internal Moment Components.
Section Properties.
Bending Stress.
Orientation of Neutral Axis.
SOLUTION
Internal Moment Components.
Bending Stress.
Orientation of Neutral Axis.
Fundamental Problems
Problems
*6.6 Composite Beams
*6.7 Reinforced Concrete Beams
SOLUTION
Section Properties.
Normal Stress.
SOLUTION
Section Properties.
Normal Stress.
*6.8 Curved Beams
Location of Neutral Axis.
Bending Moment.
Radial Stress.
Limitations.
SOLUTION
Internal Moment.
Section Properties.
Normal Stress.
6.9 Stress Concentrations
SOLUTION
Problems
*6.10 Inelastic Bending
Linear Normal-Strain Distribution.
Resultant Force Equals Zero.
Resultant Moment.
Plastic Moment.
Residual Stress.
Ultimate Moment.
SOLUTION
Maximum Elastic Moment.
Plastic Moment.
Shape Factor.
SOLUTION
SOLUTION I
SOLUTION II
SOLUTION
Problems
Chapter Review
Conceptual Problems
Review Problems
Chapter 7 Transverse Shear
Chapter Objectives
7.1 Shear in Straight Members
7.2 The Shear Formula
Calculating Q.
Limitations on the Use of the Shear Formula.
SOLUTION
Internal Shear.
Section Properties.
Shear Stress.
SOLUTION
SOLUTION
Preliminary Problems
Fundamental Problems
Problems
7.3 Shear Flow in Built-Up Members
Fastener Spacing.
SOLUTION
Section Properties.
Shear Flow.
SOLUTION
Internal Shear.
Section Properties.
Shear Flow.
SOLUTION
Case I.
Case II.
Fundamental Problems
Problems
7.4 Shear Flow in Thin-Walled Members
Shear Flow in Flanges.
Shear Flow in Web.
SOLUTION
*7.5 Shear Center for Open Thin-Walled Members
SOLUTION
Shear-Flow Resultants.
Shear Center.
SOLUTION
Problems
Chapter Review
Review Problems
Chapter 8 Combined Loadings
Chapter Objectives
8.1 Thin-Walled Pressure Vessels
Cylindrical Vessels.
Spherical Vessels.
Limitations.
SOLUTION
Cylindrical Pressure Vessel.
Spherical Vessel.
Problems
8.2 State of Stress Caused by Combined Loadings
SOLUTION
Internal Loadings.
Stress Components.
Normal Force.
Bending Moment.
Superposition.
SOLUTION
Internal Loadings.
Stress Components.
Circumferential Stress.
Longitudinal Stress.
SOLUTION
Internal Loadings.
Stress Components at C.
Normal Force.
Shear Force.
Bending Moment.
Superposition.
Stress Components at D.
Normal Force.
Shear Force.
Bending Moment.
Superposition.
SOLUTION
Internal Loadings.
Stress Components.
Normal Force.
Bending Moment.
Superposition.
SOLUTION
Internal Loadings.
Stress Components.
Shear Force.
Bending Moment.
Torque.
Superposition.
SOLUTION
Part (a).
Preliminary Problems
Fundamental Problems
Problems
Chapter Review
Conceptual Problems
Review Problems
Chapter 9 Stress Transformation
Chapter Objectives
9.1 Plane-Stress Transformation
SOLUTION
Equilibrium.
9.2 General Equations of Plane-Stress Transformation
Sign Convention.
Normal and Shear Stress Components.
SOLUTION
Plane CD.
Plane BC.
9.3 Principal Stresses and Maximum In-Plane Shear Stress
In-Plane Principal Stresses.
Maximum In-Plane Shear Stress.
SOLUTION
Orientation of Element.
Principal Stress.
SOLUTION
Orientation of Element.
Maximum In-Plane Shear Stress.
Average Normal Stress.
SOLUTION
Maximum In-Plane Shear Stress.
Principal Stress.
SOLUTION
Principal Stress.
Maximum In-Plane Shear Stress.
Preliminary Problems
Fundamental Problems
Problems
9.4 Mohr’s Circle—Plane Stress
SOLUTION
Construction of the Circle.
Principal Stress.
SOLUTION
Construction of the Circle.
Maximum In-Plane Shear Stress.
SOLUTION
Construction of the Circle.
Stresses on 30° Element.
Fundamental Problems
Problems
9.5 Absolute Maximum Shear Stress
SOLUTION
SOLUTION
Principal Stresses.
Absolute Maximum Shear Stress.
Problems
Chapter Review
Review Problems
Chapter 10 Strain Transformation
Chapter Objectives
10.1 Plane Strain
10.2 General Equations of Plane-Strain Transformation
Sign Convention.
Normal and Shear Strains.
Principal Strains.
Maximum In-Plane Shear Strain.
SOLUTION
SOLUTION
Orientation of the Element.
Principal Strains.
SOLUTION
Orientation of the Element.
Maximum In-Plane Shear Strain.
*10.3 Mohr’s Circle—Plane Strain
SOLUTION
Construction of the Circle.
Principal Strains.
SOLUTION
Maximum In-Plane Shear Strain.
SOLUTION
Construction of the Circle.
Strains on Inclined Element.
Problems
*10.4 Absolute Maximum Shear Strain
SOLUTION
Maximum In-Plane Shear Strain.
Absolute Maximum Shear Strain.
10.5 Strain Rosettes
SOLUTION
Problems
10.6 Material Property ­Relationships
Generalized Hooke’s Law.
Relationship Involving E, v, and G.
Dilatation.
Bulk Modulus.
SOLUTION I
SOLUTION II
SOLUTION
SOLUTION
Dilatation.
Change in Length.
Problems
*10.7 Theories of Failure
Ductile Materials
Brittle Materials
SOLUTION
Maximum Shear Stress Theory.
SOLUTION
Problems
Chapter Review
Review Problems
Chapter 11 Design of Beams and Shafts
Chapter Objectives
11.1 Basis for Beam Design
11.2 Prismatic Beam Design
Steel Sections.
Wood Sections.
Built-up Sections.
SOLUTION
Shear and Moment Diagrams.
Bending Stress.
Shear Stress.
SOLUTION
Shear and Moment Diagrams.
Bending Stress.
Shear Stress.
SOLUTION
Shear and Moment Diagrams.
Bending Stress.
Shear Stress.
Nail Spacing.
Fundamental Problems
Problems
*11.3 Fully Stressed Beams
SOLUTION
SOLUTION
*11.4 Shaft Design
SOLUTION
Problems
Chapter Review
Review Problems
Chapter 12 Deflection of Beams and Shafts
Chapter Objectives
12.1 The Elastic Curve
Moment–Curvature Relationship.
12.2 Slope and Displacement by Integration
Boundary Conditions.
Continuity Conditions.
Sign Convention and Coordinates.
SOLUTION
Elastic Curve.
Moment Function.
Slope and Elastic Curve.
SOLUTION I
Elastic Curve.
Moment Function.
Slope and Elastic Curve.
SOLUTION II
SOLUTION
Elastic Curve.
Moment Function.
Slope and Elastic Curve.
SOLUTION
Elastic Curve.
Moment Functions.
Slope and Elastic Curve.
Preliminary Problems
Fundamental Problems
Problems
*12.3 Discontinuity Functions
Discontinuity Functions.
Macaulay Functions.
Singularity Functions.
Application.
SOLUTION
Elastic Curve.
Loading Function.
Slope and Elastic Curve.
SOLUTION
Elastic Curve.
Loading Function.
Slope and Elastic Curve.
Problems
*12.4 Slope and Displacement by the Moment-Area Method
Theorem 1.
Theorem 2.
SOLUTION
M/EI Diagram.
Elastic Curve.
Moment-Area Theorem.
SOLUTION
M/EI Diagram.
Elastic Curve.
Moment-Area Theorem.
SOLUTION
M/EI Diagram.
Elastic Curve.
Moment-Area Theorem.
SOLUTION
M/EI Diagram.
Elastic Curve.
Moment-Area Theorems.
SOLUTION
M/EI Diagram.
Elastic Curve.
Moment-Area Theorem.
SOLUTION
M/EI Diagram.
Elastic Curve.
Moment-Area Theorem.
Fundamental Problems
Problems
12.5 Method of Superposition
SOLUTION
SOLUTION
SOLUTION
SOLUTION
Problems
12.6 Statically Indeterminate Beams and Shafts
12.7 Statically Indeterminate Beams and Shafts—Method of Integration
SOLUTION
Elastic Curve.
Moment Function.
Slope and Elastic Curve.
SOLUTION
Elastic Curve.
Moment Function.
Slope and Elastic Curve.
Problems
*12.8 Statically Indeterminate Beams and Shafts—Moment-Area Method
Moment Diagrams Constructed by the Method of Superposition.
SOLUTION
M/EI Diagram.
Elastic Curve.
Moment-Area Theorem.
Equations of Equilibrium.
SOLUTION
M/EI Diagram.
Elastic Curve.
Equations of Equilibrium.
Problems
12.9 Statically Indeterminate Beams and Shafts—Method of Superposition
SOLUTION I
Principle of Superposition.
Compatibility Equation.
Load–Displacement Equations.
SOLUTION II
Principle of Superposition.
SOLUTION
Principle of Superposition.
Compatibility Equations.
Load–Displacement Equations.
SOLUTION
Principle of Superposition.
Compatibility Equation.
Load–Displacement Equations.
Equilibrium Equations.
Fundamental Problems
Problems
Chapter Review
Review Problems
Chapter 13 Buckling of Columns
Chapter Objectives
13.1 Critical Load
13.2 Ideal Column with Pin Supports
SOLUTION
13.3 Columns Having Various Types of Supports
Effective Length.
SOLUTION
SOLUTION
Fundamental Problems
Problems
*13.4 The Secant Formula
Maximum Deflection.
The Secant Formula.
Design.
SOLUTION
y–y Axis Buckling.
x–x Axis Yielding.
*13.5 Inelastic Buckling
SOLUTION
Problems
*13.6 Design of Columns for Concentric Loading
Steel Columns.
Aluminum Columns.
Timber Columns.
SOLUTION
SOLUTION
SOLUTION
SOLUTION
Problems
*13.7 Design of Columns for Eccentric Loading
Use of Available Column Formulas.
Interaction Formula.
SOLUTION
SOLUTION
SOLUTION
Problems
Chapter Review
Review Problems
Chapter 14 Energy Methods
Chapter Objectives
14.1 External Work and Strain Energy
Work of a Force.
Work of a Couple Moment.
Strain Energy.
Normal Stress.
Shear Stress.
Multiaxial Stress.
14.2 Elastic Strain Energy for Various Types of Loading
Axial Load.
SOLUTION
Bolt A.
Bolt B.
Bending Moment.
SOLUTION
SOLUTION
Transverse Shear.
SOLUTION
Torsional Moment.
SOLUTION
Problems
14.3 Conservation of Energy
Truss.
Beam.
SOLUTION
SOLUTION
Problems
14.4 Impact Loading
Falling Block.
Sliding Block.
General Problem.
SOLUTION
Part (a).
Part (b).
SOLUTION I
SOLUTION II
SOLUTION
Problems
*14.5 Principle of Virtual Work
Internal Virtual Work.
*14.6 Method of Virtual Forces Applied to Trusses
Temperature Change.
Fabrication Errors.
SOLUTION
Virtual Forces n.
Real Forces N.
Virtual-Work Equation.
SOLUTION
Virtual Forces n.
Real Forces N.

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