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Statics and Mechanics of Materials An Integrated Approach

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ISBN-10: 0471434469

ISBN-13: 9780471434467

Edition: 2nd 2002 (Revised)

Authors: William F. Riley, Leroy D. Sturges, Don H. Morris

List price: $293.95
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Book details

List price: $293.95
Edition: 2nd
Copyright year: 2002
Publisher: John Wiley & Sons, Incorporated
Publication date: 10/30/2001
Binding: Hardcover
Pages: 736
Size: 3.20" wide x 10.00" long x 1.30" tall
Weight: 3.586
Language: English

General Principles
Fundamental Quantities of Mechanics
Newton's Laws
Mass and Weight
Units of Measurement
The U.S. Customary System of Units
The International System of Units
Dimensional Considerations
Dimensional Homogeneity
Method of Problem Solving
Significance of Numerical Results
The Accuracy of the Known Physical Data
The Accuracy of the Physical Model
The Accuracy of the Computations Performed
Concurrent Force Systems
Forces and Their Characteristics
Scalar Quantities
Vector Quantities
Principle of Transmissibility
Classification of Forces
Resultant of Two or More Concurrent Forces
Addition of Vectors
Law of Sines and Law of Cosines
Resultant of Two Concurrent Forces
Resultant of Three or More Concurrent Forces
Resolution of a Force into Components
Rectangular Components of a Force
Unit Vectors
Rectangular Components in Two Dimensions
Rectangular Components in Three Dimensions
The Scalar (Dot) Product and Rectangular Components
Resultants by Rectangular Components
Equilibrium: Concurrent Force Systems
Free-Body Diagrams
Equilibrium of a Particle
Two-Dimensional Problems
Three-Dimensional Problems
Stress, Strain, and Deformation: Axial Loading
Axially Loaded Members--Internal Forces
Normal Stress Under Axial Loading
Shearing Stress in Connections
Bearing Stress
Stresses on an Inclined Plane in an Axially Loaded Member
Displacement, Deformation, and Strain
Stress-Strain-Temperature Relationships
Stress-Strain Diagrams
Thermal Strain
Deformation of Axially Loaded Members
Statically Indeterminate Axially Loaded Members
Thermal Effects
Equivalent Force/Moment Systems
Moments and Their Characteristics
Principle of Moments--Varignon's Theorem
Vector Representation of a Moment
Moment of a Force About a Point
Moment of a Force About a Line (Axis)
Equivalent Force-Couple Systems
Coplanar Force Systems
Noncoplanar Parallel Force Systems
General Force Systems
Center of Gravity and Center of Mass
Center of Gravity
Center of Mass
Centroids of Volumes, Areas, and Lines
Centroids of Volumes
Centroids of Areas
Centroids of Lines
Centroid, Center of Mass, or Center of Gravity by Integration
Centroids of Composite Bodies
Distributed Loads on Structural Members
Equilibrium: Rigid and Deformable Bodies
Free-Body Diagrams
Idealization of Two-Dimensional Supports and Connections
Idealization of Three-Dimensional Supports and Connections
Equilibrium in Two Dimensions
Two-Force Members
Statically Indeterminate Reactions and Partial Constraints
Frames and Machines
Stress and Deformation: Frames and Machines
Statically Indeterminate Problems
Plane Trusses
Method of Joints
Zero-Force Members
Method of Sections
Equilibrium in Three Dimensions
Characteristics of Coulomb Friction
Flat Belts and V-Belts
Torsional Loading: Shafts
Torsional Shearing Strain
Torsional Shearing Stress--The Elastic Torsion Formula
Torsional Displacements
Stresses on Oblique Planes
Work of Forces and Couples
Work of a Force
Work of a Couple
Power Transmission of Torsional Shafts
Statically Indeterminate Members
Flexural Loading: Stresses in Beams
Flexural Strains
Flexural Stresses
Second Moments of Areas
Radius of Gyration
Parallel-Axis Theorem for Second Moments of Area
Second Moments of Composite Areas
The Elastic Flexure Formula
Shear Forces and Bending Moments in Beams
Shear Force and Bending Moment: An Equilibrium Approach
Load, Shear Force, and Bending Moment Relationships
Shear Force and Bending Moment Diagrams
Shearing Stresses in Beams
Flexural Loading: Beam Deflections
The Differential Equation of the Elastic Curve
Deflections by Integration
Deflections by Integration of Shear-Force or Load Equations
Singularity Functions
Deflections by Superposition
Statically Indeterminate Beams: The Integration Method
Statically Indeterminate Beams: The Superposition Method
Combined Static Loading
Stress at a General Point in an Arbitrarily Loaded Member
Two-Dimensional or Plane Stress
The Stress Transformation Equations for Plane Stress
Principal Stresses and Maximum Shearing Stress--Plane Stress
Mohr's Circle for Plane Stress
Two-Dimensional or Plane Strain
The Strain Transformation Equations for Plane Strain
Principal Strains and Maximum Shearing Strain
Mohr's Circle for Plane Strain
Generalized Hooke's Law
Strain Measurement and Rosette Analysis
Thin-Walled Pressure Vessels
Combined Axial, Torsional, and Flexural Loads
Design: Ductile Materials
Maximum-Normal-Stress Theory
Maximum-Shear-Stress Theory
Maximum-Distorion-Energy Theory
Design: Brittle Materials
Coulomb-Mohr and Maximum-Normal-Stress Theories
Buckling of Long Straight Columns
Effects of Different Idealized End Conditions
Empirical Column Formulas--Centric Loading
Eccentrically Loaded Columns
Allowable Stess Method
Interaction Method
Tables of Properties
Wide-Flange Beams (U.S. Customary Units)
Wide-Flange Beams (SI Units)
American Standard Beams (U.S. Customary Units)
American Standard Beams (SI Units)
Standard Channels (U.S. Customary Units)
Standard Channels (SI Units)
Equal Leg Angles (U.S. Customary Units)
Equal Leg Angles (SI Units)
Unequal Leg Angles (U.S. Customary Units)
Unequal Leg Angles (SI Units)
Structural Tees (U.S. Customary Units)
Structural Tees (SI Units)
Properties of Standard Steel Pipe (U.S. Customary Units)
Properties of Standard Steel Pipe (SI Units)
Properties of Standard Structural Timber (U.S. Customary Units)
Properties of Standard Structural Timber (SI Units)
Properties of Selected Engineering Materials (U.S. Customary Units)
Properties of Selected Engineering Materials (SI Units)
Beam Deflections and Slopes
Answers to Selected Problems