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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