1. StressChapter Objectives1.1 Introduction1.2 Equilibrium of a Deformable Body1.3 Stress1.4 Average Normal Stress in an Axially Loaded Bar1.5 Average Shear Stress1.6 Allowable Stress Design1.7 Limit State Design2. StrainChapter Objectives2.1 Deformation2.2 Strain3. Mechanical Properties of MaterialsChapter Objectives3.1 The Tension and Compression Test3.2 The Stress-Strain Diagram3.3 Stress-Strain Behavior of Ductile and Brittle Materials3.4 Hooke's Law3.5 Strain Energy3.6 Poisson's Ratio3.7 The Shear Stress-Strain Diagram3.8 Failure of Materials Due to Creep and Fatigue(*)4. Axial LoadChapter Objectives4.1 Saint-Venant's Principle4.2 Elastic Deformation of an Axially Loaded Member4.3 Principle of Superposition4.4 Statically Indeterminate Axially Loaded Member4.5 The Force Method of Analysis for Axially Loaded Members4.6 Thermal Stress4.7 Stress Concentrations4.8 Inelastic Axial Deformation (*)4.9 Residual Stress (*)5. TorsionChapter Objectives5.1 Torsional Deformation of a Circular Shaft5.2 The Torsion Formula5.3 Power Transmission5.4 Angle of Twist5.5 Statically Indeterminate Torque-Loaded Members5.6 Solid Noncircular Shafts (*)5.7 Thin-Walled Tubes Having Closed Cross Sections (*)5.8 Stress Concentration5.9 Inelastic Torsion (*)5.10 Residual Stress (*)6. BendingChapter Objectives6.1 Shear and Moment Diagrams6.2 Graphical Method for Constructing Shear and Moment Diagrams6.3 Bending Deformation of a Straight Member6.4 The Flexure Formula6.5 Unsymmetric Bending6.6 Composite Beams (*)6.7 Reinforced Concrete Beams (*)6.8 Curved Beams (*)6.9 Stress Concentrations6.10 Inelastic Bending (*)7. Transverse ShearChapter Objectives7.1 Shear in Straight Members7.2 The Shear Formula7.3 Shear Flow in Built-Up Members7.4 Shear Flow in Thin-Walled Members7.5 Shear Center for Open Thin-Walled Members (*)8. Combined LoadingsChapter Objectives8.1 Thin-Walled Pressure Vessels8.2 State of Stress Caused by Combined Loadings9. Stress TransformationChapter Objectives9.1 Plane-Stress Transformation9.2 General Equations of Plane-Stress Transformation9.3 Principal Stresses and Maximum In-Plane Shear Stress9.4 Mohr's Circle-Plane Stress9.5 Absolute Maximum Shear Stress10. Strain TransformationChapter Objectives10.1 Plane Strain10.2 General Equations of Plane-Strain Transformation10.3 Mohr's Circle-Plane Strain (*)10.4 Absolute Maximum Shear Strain (*)10.5 Strain Rosettes10.6 Material-Property Relationships10.7 Theories of Failure (*)11. Design of Beams and ShaftsChapter Objectives11.1 Basis for Beam Design11.2 Prismatic Beam Design11.3 Fully Stressed Beams (*)11.4 Shaft Design (*)12. Deflection of Beams and ShaftsChapter Objectives12.1 The Elastic Curve12.2 Slope and Displacement by Integration12.3 Discontinuity Functions (*)12.4 Slope and Displacement by the Moment-Area Method (*)12.5 Method of Superposition12.6 Statically Indeterminate Beams and Shafts12.7 Statically Indeterminate Beams and Shafts-Method of Integration12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method (*)12.9 Statically Indeterminate Beams and Shafts-Method of Superposition 13. Buckling of ColumnsChapter Objectives13.1 Critical Load13.2 Ideal Column with Pin Supports13.3 Columns Having Various Types of Supports13.4 The Secant Formula (*)13.5 Inelastic Buckling (*)13.6 Design of Columns for Concentric Loading (*)13.7 Design of Columns for Eccentric Loading (*)14. Energy MethodsChapter Objectives14.1 External Work and Strain Energy14.2 Elastic Strain Energy for Various Types of Loading14.3 Conservation of Energy14.4 Impact Loading14.5 Principle of Virtual Work (*)14.6 Method of Virtual Forces Applied to Trusses (*)14.7 Method of Virtual Forces Applied to Beams (*)14.8 Castigliano's Theorem (*)14.9 Castigliano's Theorem Applied to Trusses (*)14.10 Castigliano's Theorem Applied to Beams (*) AppendixA. Geometric Properties of an AreaB. Geometric Properties of Structural ShapesC. Slopes and Deflections of BeamsFundamental Problems Partial Solutions and AnswersAnswers for Selected ProblemsIndex (*) Sections of the book that contain more advanced material are indicated by a star.Time permitting, some of these topics may be included in the course. Furthermore, this material provides a suitable reference for basic principles when it is covered in other courses, and it can be used as a basis for assigning special projects.