MasteringEngineering with Pearson EText -- Standalone Access Card -- for Mechanics of Materials

ISBN-10: 0133402738

ISBN-13: 9780133402735

Edition: 9th 2014

Authors: Russell C. Hibbeler

List price: $124.70
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For undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments.  Containing Hibbeler’s hallmark student-oriented features, this text is in four-color with a photorealistic art program designed to help students visualize difficult concepts.  A clear, concise writing style and more examples than any other text further contribute to students’ ability to master the material. This edition is available withMasteringEngineering, an innovative online program created to emulate the instructor’s office–hour environment, guiding students through engineering concepts from Mechanics of Materials with self-paced individualized coaching. Note: If you are purchasing the standalone text or electronic version, MasteringEngineering does not come automatically packaged with the text. To purchase MasteringEngineering, please visit: or you can purchase a package of the physical text + MasteringEngineering by searching the Pearson Higher Education website.  Mastering is not a self-paced technology and should only be purchased when required by an instructor.
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Book details

List price: $124.70
Edition: 9th
Copyright year: 2014
Publisher: Prentice Hall PTR
Publication date: 5/2/2013
Binding: Print, Other 
Size: 6.25" wide x 9.00" long x 0.25" tall
Weight: 0.484
Language: English

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

Chapter Objectives
Equilibrium of a Deformable Body
Average Normal Stress in an Axially Loaded Bar
Average Shear Stress
Allowable Stress Design
Limit State Design
Chapter Objectives
Mechanical Properties of Materials
Chapter Objectives
The Tension and Compression Test
The Stress-Strain Diagram
Stress-Strain Behavior of Ductile and Brittle Materials
Hooke's Law
Strain Energy
Poisson's Ratio
The Shear Stress-Strain Diagram
Failure of Materials Due to Creep and Fatigue
Axial Load
Chapter Objectives
Saint-Venant's Principle
Elastic Deformation of an Axially Loaded Member
Principle of Superposition
Statically Indeterminate Axially Loaded Member
The Force Method of Analysis for Axially Loaded Members
Thermal Stress
Stress Concentrations
Inelastic Axial Deformation
Residual Stress
Chapter Objectives
Torsional Deformation of a Circular Shaft
The Torsion Formula
Power Transmission
Angle of Twist
Statically Indeterminate Torque-Loaded Members
Solid Noncircular Shafts
Thin-Walled Tubes Having Closed Cross Sections
Stress Concentration
Inelastic Torsion
Residual Stress
Chapter Objectives
Shear and Moment Diagrams
Graphical Method for Constructing Shear and Moment Diagrams
Bending Deformation of a Straight Member
The Flexure Formula
Unsymmetric Bending
Composite Beams
Reinforced Concrete Beams
Curved Beams
Stress Concentrations
Inelastic Bending
Transverse Shear
Chapter Objectives
Shear in Straight Members
The Shear Formula
Shear Flow in Built-Up Members
Shear Flow in Thin-Walled Members
Shear Center for Open Thin-Walled Members
Combined Loadings
Chapter Objectives
Thin-Walled Pressure Vessels
State of Stress Caused by Combined Loadings
Stress Transformation
Chapter Objectives
Plane-Stress Transformation
General Equations of Plane-Stress Transformation
Principal Stresses and Maximum In-Plane Shear Stress
Mohr's Circle-Plane Stress
Absolute Maximum Shear Stress
Strain Transformation
Chapter Objectives
Plane Strain
General Equations of Plane-Strain Transformation
Mohr's Circle-Plane Strain
Absolute Maximum Shear Strain
Strain Rosettes
Material-Property Relationships
Theories of Failure
Design of Beams and Shafts
Chapter Objectives
Basis for Beam Design
Prismatic Beam Design
Fully Stressed Beams
Shaft Design
Deflection of Beams and Shafts
Chapter Objectives
The Elastic Curve
Slope and Displacement by Integration
Discontinuity Functions
Slope and Displacement by the Moment-Area Method
Method of Superposition
Statically Indeterminate Beams and Shafts
Statically Indeterminate Beams and Shafts-Method of Integration
Statically Indeterminate Beams and Shafts-Moment-Area Method
Statically Indeterminate Beams and Shafts-Method of Superposition
Buckling of Columns
Chapter Objectives
Critical Load
Ideal Column with Pin Supports
Columns Having Various Types of Supports
The Secant Formula
Inelastic Buckling
Design of Columns for Concentric Loading
Design of Columns for Eccentric Loading
Energy Methods
Chapter Objectives
External Work and Strain Energy
Elastic Strain Energy for Various Types of Loading
Conservation of Energy
Impact Loading
Principle of Virtual Work
Method of Virtual Forces Applied to Trusses
Method of Virtual Forces Applied to Beams
Castigliano's Theorem
Castigliano's Theorem Applied to Trusses
Castigliano's Theorem Applied to Beams
Geometric Properties of an Area
Geometric Properties of Structural Shapes
Slopes and Deflections of Beams
Fundamental Problems Partial Solutions and Answers
Answers for Selected Problems
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