Mechanics of Materials, 11th edition By Russell C. Hibbeler (Test Bank )

Document Content and Description Below

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

Last updated: 2 years ago

Preview 1 out of 436 pages