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Mechanics of Materials

ISBN-10: 013191345X
ISBN-13: 9780131913455
Edition: 6th 2005
List price: $139.00
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Description: This clear, comprehensive presentation discusses both the theory and applications of mechanics of materials. It examines the physical behavior of materials under load, then proceeds to model this behavior to development theory. Combines a fluid  More...

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Book details

List price: $139.00
Edition: 6th
Copyright year: 2005
Publisher: Prentice Hall PTR
Binding: Hardcover
Pages: 896
Size: 7.75" wide x 9.25" long x 1.25" tall
Weight: 3.850
Language: English

This clear, comprehensive presentation discusses both the theory and applications of mechanics of materials. It examines the physical behavior of materials under load, then proceeds to model this behavior to development theory. Combines a fluid writing style, cohesive organization, outstanding illustrations, and dynamic use of exercises, examples, and free body diagrams. Offers a four-color, photorealistic art program. Features Hibbeler's hallmark triple-accuracy checking and Procedures for Analysis sections. Available at the same price as the fifth edition. A useful, thorough reference for engineers.

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.

Equilibrium of a Deformable Body
Average Normal Stress in an Axially Loaded Bar
Average Shear Stress
Allowable Stress
Mechanical Properties of Materials
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
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
Torsional Deformation of a Circular Shaft
The Torison 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
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
Residual Stress
Transverse Shear
Shear in Straight Members
The Shear Formula
Shear Stresses in Beams
Shear Flow in Built-up Members
Shear Flow in Thin-Walled Members
Shear Center
Combined Loadings
Thin-Walled Vessels
State of Stress Caused by Combined Loadings
Stress Transformation
Plane-Stress Transformation
General Equations of Plane-Stress Trans-formation
Principal Stresses and Maximum In-Plane Shear Stress
Mohr's Circle--Plane Stress
Stress in Shafts Due to Axial Load and Torsion
Stress Variations Throughout a Prismatic Beam
Absolute Maximum Shear Stress
Strain Transformation
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
Basis for Beam Design
Prismatic Beam Design
Fully Stressed Beams
Shaft Design
Deflections of Beams and Shafts
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
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
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
Centroid of an Area
Moment of Inertia for an Area
Product of Inertia for an Area
Moments of Inertia for an Area about Inclined Axes
Mohr's Circle for Moments of Inertia
Geometrical Properties of Structural Shapes
Slopes and Deflections of Beams
Review for the Fundamentals of Engineering Exam

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