Mechanics of Materials, SI Edition -- Mastering Engineering with Pearson eText Access Code

<div> <ol> <li><strong>Stress</strong> <ul> <li>1.1 Introduction</li> <li>1.2 Equilibrium of a Deformable Body</li> <li>1.3 Stress</li> <li>1.4 Average Normal Stress in an Axially Loaded Bar</li> <li>1.5 Average Shear Stress</li> <li>1.6 Allowable Stress Design</li> <li>1.7 Limit State Design</li> </ul> </li> <li><strong>Strain</strong> <ul> <li>2.1 Deformation</li> <li>2.2 Strain</li> </ul> </li> <li><strong>Mechanical Properties of Materials</strong> <ul> <li>3.1 The Tension and Compression Test</li> <li>3.2 The Stress--Strain Diagram</li> <li>3.3 Stress--Strain Behavior of Ductile and Brittle Materials</li> <li>3.4 Strain Energy</li> <li>3.5 Poisson's Ratio</li> <li>3.6 The Shear Stress--Strain Diagram</li> <li>*3.7 Failure of Materials Due to Creep and Fatigue</li> </ul> </li> <li><strong>Axial Load</strong> <ul> <li>4.1 Saint-Venant's Principle</li> <li>4.2 Elastic Deformation of an Axially Loaded Member</li> <li>4.3 Principle of Superposition</li> <li>4.4 Statically Indeterminate Axially Loaded Members</li> <li>4.5 The Force Method of Analysis for Axially Loaded Members</li> <li>4.6 Thermal Stress</li> <li>4.7 Stress Concentrations</li> <li>*4.8 Inelastic Axial Deformation</li> <li>*4.9 Residual Stress</li> </ul> </li> <li><strong>Torsion</strong> <ul> <li>5.1 Torsional Deformation of a Circular Shaft</li> <li>5.2 The Torsion Formula</li> <li>5.3 Power Transmission</li> <li>5.4 Angle of Twist</li> <li>5.5 Statically Indeterminate Torque-Loaded Members</li> <li>*5.6 Solid Noncircular Shafts</li> <li>*5.7 Thin-Walled Tubes Having Closed Cross Sections</li> <li>5.8 Stress Concentration</li> <li>*5.9 Inelastic Torsion</li> <li>*5.10 Residual Stress</li> </ul> </li> <li><strong>Bending</strong> <ul> <li>6.1 Shear and Moment Diagrams</li> <li>6.2 Graphical Method for Constructing Shear and Moment Diagrams</li> <li>6.3 Bending Deformation of a Straight Member</li> <li>6.4 The Flexure Formula</li> <li>6.5 Unsymmetric Bending</li> <li>*6.6 Composite Beams</li> <li>*6.7 Reinforced Concrete Beams</li> <li>*6.8 Curved Beams</li> <li>6.9 Stress Concentrations</li> <li>*6.10 Inelastic Bending</li> </ul> </li> <li><strong>Transverse Shear</strong> <ul> <li>7.1 Shear in Straight Members</li> <li>7.2 The Shear Formula</li> <li>7.3 Shear Flow in Built-Up Members</li> <li>7.4 Shear Flow in Thin-Walled Members</li> <li>*7.5 Shear Center for Open Thin-Walled Members</li> </ul> </li> <li><strong>Combined Loadings</strong> <ul> <li>8.1 Thin-Walled Pressure Vessels</li> <li>8.2 State of Stress Caused by Combined Loadings</li> </ul> </li> <li><strong>Stress Transformation</strong> <ul> <li>9.1 Plane-Stress Transformation</li> <li>9.2 General Equations of Plane-Stress Transformation</li> <li>9.3 Principal Stresses and Maximum In-Plane Shear Stress</li> <li>9.4 Mohr's Circle-Plane Stress</li> <li>9.5 Absolute Maximum Shear Stress</li> </ul> </li> <li><strong>Strain Transformation</strong> <ul> <li>10.1 Plane Strain</li> <li>10.2 General Equations of Plane-Strain Transformation</li> <li>*10.3 Mohr's Circle-Plane Strain</li> <li>*10.4 Absolute Maximum Shear Strain</li> <li>10.5 Strain Rosettes</li> <li>10.6 Material Property Relationships</li> <li>*10.7 Theories of Failure</li> </ul> </li> <li><strong>Design of Beams and Shafts</strong> <ul> <li>11.1 Basis for Beam Design</li> <li>11.2 Prismatic Beam Design</li> <li>*11.3 Fully Stressed Beams</li> <li>*11.4 Shaft Design</li> </ul> </li> <li><strong>Deflection of Beams and Shafts</strong> <ul> <li>12.1 The Elastic Curve</li> <li>12.2 Slope and Displacement by Integration</li> <li>*12.3 Discontinuity Functions</li> <li>*12.4 Slope and Displacement by the Moment-Area Method</li> <li>12.5 Method of Superposition</li> <li>12.6 Statically Indeterminate Beams and Shafts</li> <li>12.7 Statically Indeterminate Beams and Shafts - Method of Integration</li> <li>*12.8 Statically Indeterminate Beams and Shafts - Moment-Area Method</li> <li>12.9 Statically Indeterminate Beams and Shafts - Method of Superposition</li> </ul> </li> <li><strong>Buckling of Columns</strong> <ul> <li>13.1 Critical Load</li> <li>13.2 Ideal Column with Pin Supports</li> <li>13.3 Columns Having Various Types of Supports</li> <li>*13.4 The Secant Formula</li> <li>*13.5 Inelastic Buckling</li> <li>*13.6 Design of Columns for Concentric Loading</li> <li>*13.7 Design of Columns for Eccentric Loading</li> </ul> </li> <li><strong>Energy Methods</strong></li> <ul> <li>14.1 External Work and Strain Energy</li> <li>14.2 Elastic Strain Energy for Various Types of Loading</li> <li>14.3 Impact Loading</li> <li>*14.4 Principle of Virtual Work</li> <li>*14.5 Method of Virtual Forces Applied to Trusses</li> <li>*14.6 Method of Virtual Forces Applied to Beams</li> <li>*14.7 Castigliano's Theorem</li> <li>*14.8 Castigliano's Theorem Applied to Trusses</li> <li>*14.9 Castigliano's Theorem Applied to Beams</li> </ul> </ol> <h3>APPENDICES</h3> <ol type="A"> <li>Geometric Properties of an Area</li> <li>Geometric Properties of Structural Shapes</li> <li>Slopes and Deflections of Beams</li> </ol> <h4 class="h5">Fundamental Problems Partial Solutions and Answers </h4> <h4 class="h5">Selected Answers</h4> <h4 class="h5"> Index </h4> <h4 class="h5"> Sections of the book that contain more advanced material are indicated by a star (*). </h4> </div>