Statics and mechanics of materials an integrated approach 2nd Edition by William Franklin Riley, Leroy D Sturges, Don H Morris ISBN 0471434469 9780471434467

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ISBN 10: 0471434469 
ISBN 13: 9780471434467
Author: William Franklin Riley, Leroy D Sturges, Don H Morris

Statics and mechanics of materials an integrated approach 2nd Table of contents:

CHAPTER 1: GENERAL PRINCIPLES
1-1 Introduction
1-2 Fundamental Quantities of Mechanics
 - Newton’s Laws
 - Mass and Weight
1-3 Units of Measurement
 - The U.S. Customary System of Units
 - The International System of Units
1-4 Dimensional Considerations
 - Dimensional Homogeneity
1-5 Method of Problem Solving
1-6 Significance of Numerical Results
 - The Accuracy of the Known Physical Data
 - The Accuracy of the Physical Model
 - The Accuracy of the Computations Performed
1-7 Summary

CHAPTER 2: CONCURRENT FORCE SYSTEMS
2-1 Introduction
2-2 Forces and Their Characteristics
 - Scalar Quantities
 - Vector Quantities
 - Principle of Transmissibility
 - Classification of Forces
2-3 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
2-4 Resolution of a Force into Components
2-5 Rectangular Components of a Force
 - Unit Vectors
 - Rectangular Components in Two Dimensions
 - Rectangular Components in Three Dimensions
 - The Scalar (Dot) Product and Rectangular Components
2-6 Resultants by Rectangular Components
2-7 Summary

CHAPTER 3: EQUILIBRIUM: CONCURRENT FORCE SYSTEMS
3-1 Introduction
3-2 Free-Body Diagrams
3-3 Equilibrium of a Particle
 - Two-Dimensional Problems
 - Three-Dimensional Problems
3-4 Summary

CHAPTER 4: STRESS, STRAIN, AND DEFORMATION: AXIAL LOADING
4-1 Introduction
4-2 Axially Loaded Members—Internal Forces
 - Normal Stress Under Axial Loading
 - Shearing Stress in Connections
 - Bearing Stress
4-3 Stresses on an Inclined Plane in an Axially Loaded Member
4-4 Displacement, Deformation, and Strain
4-5 Stress–Strain–Temperature Relationships
 - Stress–Strain Diagrams
4-6 Thermal Strain
4-7 Deformation of Axially Loaded Members
4-8 Statically Indeterminate Axially Loaded Members
4-9 Thermal Effects
4-10 Design
4-11 Summary

CHAPTER 5: EQUIVALENT FORCE/MOMENT SYSTEMS
5-1 Introduction
5-2 Moments and Their Characteristics
 - Principle of Moments—Varignon’s Theorem
5-3 Vector Representation of a Moment
 - Moment of a Force About a Point
5-4 Moment of a Force About a Line (Axis)
5-5 Couples
5-6 Equivalent Force-Couple Systems
 - Coplanar Force Systems
 - Noncoplanar Parallel Force Systems
 - General Force Systems
5-7 Center of Gravity and Center of Mass
 - Center of Gravity
 - Center of Mass
5-8 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
5-9 Centroids of Composite Bodies
5-10 Distributed Loads on Structural Members
5-11 Summary

CHAPTER 6: EQUILIBRIUM: RIGID AND DEFORMABLE BODIES
6-1 Introduction
6-2 Free-Body Diagrams
 - Idealization of Two-Dimensional Supports and Connections
 - Idealization of Three-Dimensional Supports and Connections
6-3 Equilibrium in Two Dimensions
 - Two-Force Members
 - Statically Indeterminate Reactions and Partial Constraints
6-4 Frames and Machines
 - Frames
 - Machines
 - Stress and Deformation: Frames and Machines
6-5 Statically Indeterminate Problems
6-6 Plane Trusses
 - Method of Joints
 - Zero-Force Members
 - Method of Sections
6-7 Equilibrium in Three Dimensions
6-8 Friction
 - Characteristics of Coulomb Friction
6-9 Flat Belts and V-Belts
6-10 Design
6-11 Summary

CHAPTER 7: TORSIONAL LOADING: SHAFTS
7-1 Introduction
7-2 Torsional Shearing Strain
7-3 Torsional Shearing Stress—The Elastic Torsion Formula
7-4 Torsional Displacements
7-5 Stresses on Oblique Planes
7-6 Work of Forces and Couples
 - Work of a Force
 - Work of a Couple
7-7 Power Transmission by Torsional Shafts
7-8 Statically Indeterminate Members
7-9 Design
7-10 Summary

CHAPTER 8: FLEXURAL LOADING: STRESSES IN BEAMS
8-1 Introduction
8-2 Flexural Strains
8-3 Flexural Stresses
8-4 Second Moments of Areas
 - Radius of Gyration
 - Parallel-Axis Theorem for Second Moments of Area
 - Second Moments of Composite Areas
8-5 The Elastic Flexure Formula
8-6 Shear Forces and Bending Moments in Beams
 - Shear Force and Bending Moment: An Equilibrium Approach
8-7 Load, Shear Force, and Bending Moment Relationships
 - Shear Force and Bending Moment Diagrams
8-8 Shearing Stresses in Beams
8-9 Design
8-10 Summary

CHAPTER 9: FLEXURAL LOADING: BEAM DEFLECTIONS
9-1 Introduction
9-2 The Differential Equation of the Elastic Curve
9-3 Deflections by Integration
9-4 Deflections by Integration of Shear-Force or Load Equations
9-5 Singularity Functions
9-6 Deflections by Superposition
9-7 Statically Indeterminate Beams: The Integration Method
9-8 Statically Indeterminate Beams: The Superposition Method
9-9 Design
9-10 Summary

CHAPTER 10: COMBINED STATIC LOADING
10-1 Introduction
10-2 Stress at a General Point in an Arbitrarily Loaded Member
10-3 Two-Dimensional or Plane Stress
10-4 The Stress Transformation Equations for Plane Stress
10-5 Principal Stresses and Maximum Shearing Stress—Plane Stress
10-6 Mohr’s Circle for Plane Stress
10-7 Two-Dimensional or Plane Strain
10-8 The Strain Transformation Equations for Plane Strain
10-9 Principal Strains and Maximum Shearing Strain
10-10 Mohr’s Circle for Plane Strain
10-11 Generalized Hooke’s Law
10-12 Strain Measurement and Rosette Analysis
10-13 Thin-Walled Pressure Vessels
10-14 Combined Axial, Torsional, and Flexural Loads
10-15 Design: Ductile Materials
 - Maximum-Normal-Stress Theory
 - Maximum-Shear-Stress Theory
 - Maximum-Distortion-Energy Theory
10-16 Design: Brittle Materials
 - Coulomb–Mohr and Maximum-Normal-Stress Theories
10-17 Summary

CHAPTER 11: COLUMNS
11-1 Introduction
11-2 Buckling of Long Straight Columns
11-3 Effects of Different Idealized End Conditions
11-4 Empirical Column Formulas—Centric Loading
11-5 Eccentrically Loaded Columns
 - Allowable Stress Method
 - Interaction Method
11-6 Design

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