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Statics and Mechanics of Materials in SI Units

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Efnisyfirlit

  • Title Page
  • Copyright Page
  • Preface
  • your work...
  • your answer Specific feedback
  • Contents
  • 1 General Principles
    • Chapter Objectives
    • 1.1 Mechanics
    • 1.2 Fundamental Concepts
    • 1.3 The International System of Units
    • 1.4 Numerical Calculations
    • 1.5 General Procedure for Analysis
  • 2 Force Vectors
    • Chapter Objectives
    • 2.1 Scalars and Vectors
    • 2.2 Vector Operations
    • 2.3 Vector Addition of Forces
    • 2.4 Addition of a System of Coplanar Forces
    • 2.5 Cartesian Vectors
    • 2.6 Addition of Cartesian Vectors
    • 2.7 Position Vectors
    • 2.8 Force Vector Directed Along a Line
    • 2.9 Dot Product
  • 3 Force System Resultants
    • Chapter Objectives
    • 3.1 Moment of a Force—Scalar Formulation
    • 3.2 Cross Product
    • 3.3 Moment of a Force—Vector Formulation
    • 3.4 Principle of Moments
    • 3.5 Moment of a Force about a Specified Axis
    • 3.6 Moment of a Couple
    • 3.7 Simplification of a Force and Couple System
    • 3.8 Further Simplification of a Force and Couple System
    • 3.9 Reduction of a Simple Distributed Loading
  • 4 Equilibrium of a Rigid Body
    • Chapter Objectives
    • 4.1 Conditions for Rigid-Body Equilibrium
    • 4.2 Free-Body Diagrams
    • 4.3 Equations of Equilibrium
    • 4.4 Two- and Three-Force Members
    • 4.5 Free-Body Diagrams
    • 4.6 Equations of Equilibrium
    • 4.7 Characteristics of Dry Friction
    • 4.8 Problems Involving Dry Friction
  • 5 Structural Analysis
    • Chapter Objectives
    • 5.1 Simple Trusses
    • 5.2 The Method of Joints
    • 5.3 Zero-Force Members
    • 5.4 The Method of Sections
    • 5.5 Frames and Machines
  • 6 Center of Gravity, Centroid, and Moment of Inertia
    • Chapter Objectives
    • 6.1 Center of Gravity and the Centroid of a Body
    • 6.2 Composite Bodies
    • 6.3 Moments of Inertia for Areas
    • 6.4 Parallel-Axis Theorem for an Area
    • 6.5 Moments of Inertia for Composite Areas
  • 7 Stress and Strain
    • Chapter Objectives
    • 7.1 Introduction
    • 7.2 Internal Resultant Loadings
    • 7.3 Stress
    • 7.4 Average Normal Stress in an Axially Loaded Bar
    • 7.5 Average Shear Stress
    • 7.6 Allowable Stress Design
    • 7.7 Deformation
    • 7.8 Strain
  • 8 Mechanical Properties of Materials
    • Chapter Objectives
    • 8.1 The Tension and Compression Test
    • 8.2 The Stress–Strain Diagram
    • 8.3 Stress–Strain Behavior of Ductile and Brittle Materials
    • 8.4 Strain Energy
    • 8.5 Poisson’s Ratio
    • 8.6 The Shear Stress–Strain Diagram
  • 9 Axial Load
    • Chapter Objectives
    • 9.1 Saint-Venant’s Principle
    • 9.2 Elastic Deformation of an Axially Loaded Member
    • 9.3 Principle of Superposition
    • 9.4 Statically Indeterminate Axially Loaded Members
    • 9.5 The Force Method of Analysis for Axially Loaded Members
    • 9.6 Thermal Stress
  • 10 Torsion
    • Chapter Objectives
    • 10.1 Torsional Deformation of a Circular Shaft
    • 10.2 The Torsion Formula
    • 10.3 Power Transmission
    • 10.4 Angle of Twist
    • 10.5 Statically Indeterminate Torque-Loaded Members
  • 11 Bending
    • Chapter Objectives
    • 11.1 Shear and Moment Diagrams
    • 11.2 Graphical Method for Constructing Shear and Moment Diagrams
    • 11.3 Bending Deformation of a Straight Member
    • 11.4 The Flexure Formula
    • 11.5 Unsymmetric Bending
  • 12 Transverse Shear
    • Chapter Objectives
    • 12.1 Shear in Straight Members
    • 12.2 The Shear Formula
    • 12.3 Shear Flow in Built-Up Members
  • 13 Combined Loadings
    • Chapter Objectives
    • 13.1 Thin-Walled Pressure Vessels
    • 13.2 State of Stress Caused by Combined Loadings
  • 14 Stress and Strain Transformation
    • Chapter Objectives
    • 14.1 Plane-Stress Transformation
    • 14.2 General Equations of Plane-Stress Transformation
    • 14.3 Principal Stresses and Maximum In-Plane Shear Stress
    • 14.4 Mohr's Circle—Plane Stress
    • 14.5 Absolute Maximum Shear Stress
    • 14.6 Plane Strain
    • 14.7 General Equations of Plane-Strain Transformation
    • *14.8 Mohr’s Circle—Plane Strain
    • *14.9 Absolute Maximum Shear Strain
    • 14.10 Strain Rosettes
    • 14.11 Material Property Relationships
  • 15 Design of Beams and Shafts
    • Chapter Objectives
    • 15.1 Basis for Beam Design
    • 15.2 Prismatic Beam Design
  • 16 Deflection of Beams and Shafts
    • Chapter Objectives
    • 16.1 The Elastic Curve
    • 16.2 Slope and Displacement by Integration
    • *16.3 Discontinuity Functions
    • 16.4 Method of Superposition
    • 16.5 Statically Indeterminate Beams and Shafts—Method of Superposition
  • 17 Buckling of Columns
    • Chapter Objectives
    • 17.1 Critical Load
    • 17.2 Ideal Column with Pin Supports
    • 17.3 Columns Having Various Types of Supports
    • *17.4 The Secant Formula
  • Appendix
    • A Mathematical Review and Expressions
    • B Geometric Properties of An Area and Volume
    • C Geometric Properties of Wide-Flange Sections
    • D Slopes and Deflections of Beams
  • Preliminary Problems Solutions
  • Fundamental ProblemsSolutions and Answers
  • Selected Answers
  • Index
  • Equations and Tables
  • Statics and Mechanics of Materials
  • Back Cover

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Vörumerki: Pearson
Vörunúmer: 9781292177984
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Statics and Mechanics of Materials in SI Units

Vörumerki: Pearson
Vörunúmer: 9781292177984
Rafræn bók. Uppl. sendar á netfangið þitt eftir kaup

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