Mechanics of materials / R.C. Hibbeler.

Author: Hibbeler, R. C. author.

Edition Statement:Tenth edition.

Imprint:Boston : Pearson, 2017.

Descriptionxvii, 877 pages : color illustrations ; 25 cm

Note:Includes index.

Note:Machine generated contents note: 1.Stress -- Chapter Objectives --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 Design -- 2.Strain -- Chapter Objectives -- 2.1.Deformation -- 2.2.Strain -- 3.Mechanical Properties of Materials -- Chapter Objectives -- 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 -- 4.Axial Load -- Chapter Objectives -- 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 Note continued: 4.7.Stress Concentrations -- *4.8.Inelastic Axial Deformation -- *4.9.Residual Stress -- 5.Torsion -- Chapter Objectives -- 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 -- 6.Bending -- Chapter Objectives -- 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 -- 7.Transverse Shear -- Chapter Objectives -- 7.1.Shear in Straight Members -- 7.2.The Shear Formula Note continued: 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 -- 8.Combined Loadings -- Chapter Objectives -- 8.1.Thin-Walled Pressure Vessels -- 8.2.State of Stress Caused by Combined Loadings -- 9.Stress Transformation -- Chapter Objectives -- 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 -- 10.Strain Transformation -- Chapter Objectives -- 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 -- 11.Design of Beams and Shafts -- Chapter Objectives -- 11.1.Basis for Beam Design -- 11.2.Prismatic Beam Design Note continued: *11.3.Fully Stressed Beams -- *11.4.Shaft Design -- 12.Deflection of Beams and Shafts -- Chapter Objectives -- 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 -- 13.Buckling of Columns -- Chapter Objectives -- 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 -- 14.Energy Methods -- Chapter Objectives Note continued: 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 -- Appendix -- A.Geometric Properties of an Area -- B.Geometric Properties of Structural Shapes -- C.Slopes and Deflections of Beams -- Solutions and Answers for Preliminary Problems -- Fundamental Problems Partial Solutions and Answers.

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