Table Of Contents

Description

Copyright

Dedication

Foreword

Introduction

Essential Foundations in Engineering Series

Acknowledgements

About The Author

1. Preliminaries

1.1 Units

1.2 System of Units

1.3 Using MATLAB/Octave in this book

2. Helpful Concepts

2.1 Newton’s Third Law - Action and Reaction

2.2 Scalars and Vectors

2.3 Three Dimensional Vectors

2.4 Matrices and Algebraic Equation

2.5 Useful Mathematical Relations

2.6 Geometry

2.7 Mass Center and Inertia

2.8 Inertia of Discrete Geometries

2.9 Inertia of Popular Geometries

2.10 Forces

2.11 Moments and Couples

3. Why Designs Fail?

3.1 Normal Stress and Strain

3.2 Hooke's Law

3.3 Thermal Strain

3.4 Shear Stress and Strain

3.5 Classification of Materials

3.6 Stress On An Inclined Plane

3.7 Multidimensional Normal Stress and Strain

3.8 Principal Stresses

3.9 Failure Criteria

3.10 Torsion - An Introduction

3.11 Bending - An Introduction

3.12 Buckling - An Introduction

4. Particles and Equilibrium

4.1 Two Dimensional Equilibrium and Design

4.2 Particle Equilibrium with Features

4.3 Particle Equilibrium in Three Dimensions

5. Rigid Body

5.1 Moment in Two Dimensions

5.2 Moment in Three Dimensions

5.3 Rigid Body Equilibrium in Two Dimensions

5.4 Rigid Body Equilibrium - Three Dimensions

6. Truss

6.1 Stresses at the Pin

6.2 Plane Truss

6.3 Plane Truss -Statically Indeterminate

6.4 Space Truss

6.5 Space Truss - Statically Indeterminate

6.6 Frames

6.7 Machines

7. Beams and Bending

7.1 Load, Shear Force, and Bending Moment

7.2 Singularity Function

7.3 Beam in Pure Bending

7.4 Shear Stress in Beams

7.5 Shear Flow in Thin Walled Members

7.6 Eccentric Loading

7.7 Unsymmetric Bending

7.8 Shear in Unsymmetric Cross-sections

7.9 Bending Of Beams Made from Multiple Materials

7.10 Plastic Deformation in Bending

8. Torsion in Shafts

8.1 Equilibrium in Torsion

8.2 Hollow Shafts

8.3 Additional Topics in Torsion

9. Buckling

9.1 Column Buckling - Pin Connected Ends

9.2 Euler Buckling with Other End conditions

9.3 Columns with Eccentric Loading

9.4 Buckling of Thin Walled Columns