Mechanics of Materials

ISBN-10: 0471331767
ISBN-13: 9780471331766
Edition: 2nd 2000 (Revised)
Authors: Roy R. Craig
List price: $213.95
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Description: This text features a strong emphasis on the basics - equilibrium, force-temperature-deformation behaviour of materials and geometry of deformation.

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Book details

List price: $213.95
Edition: 2nd
Copyright year: 2000
Publisher: John Wiley & Sons, Incorporated
Publication date: 11/30/1999
Binding: Hardcover
Pages: 816
Size: 8.25" wide x 10.50" long x 1.25" tall
Weight: 3.740
Language: English

This text features a strong emphasis on the basics - equilibrium, force-temperature-deformation behaviour of materials and geometry of deformation.

Introduction to Mechanics of Materials
What Is Mechanics of Materials?
The Fundamental Equations of Deformable-Body Mechanics
Problem-Solving Procedures
Review of Static Equilibrium; Equilibrium of Deformable Bodies
Problems
Stress and Strain; Design
Introduction
Normal Stress
Extensional Strain; Thermal Strain
Stress-Strain Diagrams; Mechanical Properties of Materials
Elasticity and Plasticity; Temperature Effects
Linear Elasticity; Hooke's Law and Poisson's Ratio
Shear Stress and Shear Strain; Shear Modulus
Introduction to Design--Axial Loads and Direct Shear
Stresses on an Inclined Plane in an Axially Loaded Member
Saint-Venant's Principle
Hooke's Law for Plane Stress; The Relationship Between E and G
General Definitions of Stress and Strain
Cartesian Components of Stress; Generalized Hooke's Law for Isotropic Materials
Problems
Axial Deformation
Introduction
Basic Theory of Axial Deformation
Structures with Uniform Axial-Deformation Members
Examples of Nonuniform Axial Deformation
Statically Indeterminate Structures
Thermal Effects on Axial Deformation
Geometric "Misfits,"
Displacement-Method Solution of Axial-Deformation Problems
Force-Method Solution of Axial-Deformation Problems
Introduction to the Analysis of Planar Trusses
Inelastic Axial Deformation
Problems
Torsion
Introduction
Torsional Deformation of Circular Bars
Torsion of Linearly Elastic Circular Bars
Stress Distribution in Circular Torsion Bars; Torsion Testing
Statically Determinate Assemblages of Uniform Torsion Members
Statically Indeterminate Assemblages of Uniform Torsion Members
Displacement-Method Solution of Torsion Problems
Power-Transmission Shafts
Thin-Wall Torsion Members
Torsion of Noncircular Prismatic Bars
Inelastic Torsion of Circular Rods
Problems
Equilibrium of Beams
Introduction
Equilibrium of Beams Using Finite Free-Body Diagrams
Equilibrium Relationships Among Loads, Shear Force, and Bending Moment
Shear-Force and Bending-Moment Diagrams
Discontinuity Functions to Represent Loads, Shear, and Moment
Problems
Stresses in Beams
Introduction
Strain-Displacement Analysis
Flexural Stress in Linearly Elastic Beams
Design of Beams for Strength
Flexural Stress in Nonhomogeneous Beams
Unsymmetric Bending
Inelastic Bending of Beams
Shear Stress and Shear Flow in Beams
Limitations on the Shear Stress Formula
Shear Stress in Thin-Wall Beams
Shear in Built-Up Beams
Shear Center
Problems
Deflection of Beams
Introduction
Differential Equations of the Deflection Curve
Slope and Deflection by Integration--Statically Determinate Beams
Slope and Deflection by Integration--Statically Indeterminate Beams
Use of Discontinuity Functions to Determine Beam Deflections
Slope and Deflection of Beams: Superposition Method
Slope and Deflection of Beams: Displacement Method
Problems
Transformation of Stress and Strain; Mohr's Circle
Introduction
Plane Stress
Stress Transformation for Plane Stress
Principal Stresses and Maximum Shear Stress
Mohr's Circle for Plane Stress
Triaxial Stress; Absolute Maximum Shear Stress
Plane Strain
Transformation of Strains in a Plane
Mohr's Circle for Strain
Measurement of Strain; Strain Rosettes
Analysis of Three-Dimensional Strain
Problems
Pressure Vessels; Stresses Due to Combined Loading
Introduction
Thin-Wall Pressure Vessels
Stress Distribution in Beams
Stresses Due to Combined Loads
Problems
Buckling of Columns
Introduction
The Ideal Pin-Ended Column; Euler Buckling Load
The Effect of End Conditions on Column Buckling
Eccentric Loading; the Secant Formula
Imperfections in Columns
Inelastic Buckling of Ideal Columns
Design of Centrally Loaded Columns
Problems
Energy Methods
Introduction
Work and Strain Energy
Elastic Strain Energy for Various Types of Loading
Work-Energy Principle for Calculating Deflections
Castigliano's Second Theorem; the Unit-Load Method
Virtual Work
Strain-Energy Methods
Complementary-Energy Methods
Dynamic Loading; Impact
Problems
Special Topics Related to Design
Introduction
Stress Concentrations
Failure Theories
Fatigue and Fracture
Problems
Numerical Accuracy; Approximations
Numerical Accuracy; Significant Digits
Approximations
Systems of Units
Introduction
SI Units
U.S. Customary Units; Conversion of Units
Geometric Properties of Plane Areas
First Moments of Area; Centroid
Moments of Inertia of an Area
Product of Inertia of an Area
Area Moments of Inertia About Inclined Axes; Principal Moments of Inertia
Section Properties of Selected Structural Shapes
Properties of Steel Wide-Flange (W) Shapes (U.S. Customary Units)
Properties of Steel Wide-Flange (W) Shapes (SI Units)
Properties of American Standard (S) Beams (U.S. Customary Units)
Properties of American Standard (C) Channels (U.S. Customary Units)
Properties of Steel Angle Sections--Equal Legs (U.S. Customary Units)
Properties of Steel Angle Sections--Unequal Legs (U.S. Customary Units)
Properties of Standard-Weight Steel Pipe (U.S. Customary Units)
Properties of Structural Lumber (U.S. Customary Units)
Properties of Aluminum Association Standard I-Beams (U.S. Customary Units)
Properties of Aluminum Association Standard Channels (U.S. Customary Units)
Deflections and Shopes of Beams; Fixed-End Actions
Deflections and Slopes of Cantilever Uniform Beams
Deflections and Slopes of Simply-Supported Uniform Beams
Fixed-End Actions for Uniform Beams
Mechanical Properties of Selected Engineering Materials
Specific Weight and Mass Density
Modulus of Elasticity, Shear Modulus of Elasticity, and Poisson's Ratio
Yield Strength, Ultimate Strength, Percent Elongation in 2 Inches, and Coefficient of Thermal Expansion
Computational Mechanics
MDSolids
MechSOLID
Answers to Selected Oddnumbered Problems
References
Index

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