Includes bibliographical references (pages 1019-1027) and index.
Machine generated contents note: 1. Tension, Compression, and Shear -- 1.1. Introduction to Mechanics of Materials -- 1.2. Problem-Solving Approach -- 1.3. Statics Review -- 1.4. Normal Stress and Strain -- 1.5. Mechanical Properties of Materials -- 1.6. Elasticity, Plasticity, and Creep -- 1.7. Linear Elasticity, Hooke's Law, and Poisson's Ratio -- 1.8. Shear Stress and Strain -- 1.9. Allowable Stresses and Allowable Loads -- 1.10. Design For Axial Loads and Direct Shear -- Chapter Summary and Review -- Problems -- 2. Axially Loaded Members -- 2.1. Introduction -- 2.2. Changes in Lengths of Axially Loaded Members -- 2.3. Changes in Lengths under Nonuniform Conditions -- 2.4. Statically Indeterminate Structures -- 2.5. Thermal Effects, Misfits, and Prestrains -- 2.6. Stresses on Inclined Sections -- 2.7. Strain Energy -- *2.8. Impact Loading -- *2.9. Repeated Loading and Fatigue -- *2.10. Stress Concentrations -- *2.11. Nonlinear Behavior -- *2.12. Elastoplastic Analysis -- Chapter Summary and Review
Note continued: *6.10. Elastoplastic Bending -- Chapter Summary and Review -- Problems -- 7. Analysis of Stress and Strain -- 7.1. Introduction -- 7.2. Plane Stress -- 7.3. Principal Stresses and Maximum Shear Stresses -- 7.4. Mohr's Circle for Plane Stress -- 7.5. Hooke's Law for Plane Stress -- 7.6. Triaxial Stress -- 7.7. Plane Strain -- Chapter Summary and Review -- Problems -- 8. Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings) -- 8.1. Introduction -- 8.2. Spherical Pressure Vessels -- 8.3. Cylindrical Pressure Vessels -- 8.4. Maximum Stresses in Beams -- 8.5.Combined Loadings -- Chapter Summary and Review -- Problems -- 9. Deflections of Beams -- 9.1. Introduction -- 9.2. Differential Equations of the Deflection Curve -- 9.3. Deflections by Integration of the Bending-Moment Equation -- 9.4. Deflections by Integration of the Shear-Force and Load Equations -- 9.5. Method of Superposition -- 9.6. Moment-Area Method -- 9.7. Nonprismatic Beams
Note continued: 5.2. Pure Bending and Nonuniform Bending -- 5.3. Curvature of a Beam -- 5.4. Longitudinal Strains in Beams -- 5.5. Normal Stress in Beams (Linearly Elastic Materials) -- 5.6. Design of Beams for Bending Stresses -- 5.7. Nonprismatic Beams -- 5.8. Shear Stresses in Beams of Rectangular Cross Section -- 5.9. Shear Stresses in Beams of Circular Cross Section -- 5.10. Shear Stresses in the Webs of Beams with Flanges -- *5.11. Built-Up Beams and Shear Flow -- *5.12. Beams with Axial Loads -- *5.13. Stress Concentrations in Bending -- Chapter Summary and Review -- Problems -- 6. Stresses in Beams (Advanced Topics) -- 6.1. Introduction -- 6.2.Composite Beams -- 6.3. Transformed-Section Method -- 6.4. Doubly Symmetric Beams with Inclined Loads -- 6.5. Bending of Unsymmetric Beams -- 6.6. The Shear-Center Concept -- 6.7. Shear Stresses in Beams of Thin-Walled Open Cross Sections -- 6.8. Shear Stresses in Wide-Flange Beams -- 6.9. Shear Centers of Thin-Walled Open Sections
Note continued: 9.8. Strain Energy of Bending -- *9.9. Castigliano's Theorem -- *9.10. Deflections Produced by Impact -- *9.11. Temperature Effects -- Chapter Summary and Review -- Problems -- 10. Statically Indeterminate Beams -- 10.1. Introduction -- 10.2. Types of Statically Indeterminate Beams -- 10.3. Analysis by the Differential Equations of the Deflection Curve -- 10.4. Method of Superposition -- *10.5. Temperature Effects -- *10.6. Longitudinal Displacements at the Ends of a Beam -- Chapter Summary and Review -- Problems -- 11. Columns -- 11.1. Introduction -- 11.2. Buckling and Stability -- 11.3. Columns with Pinned Ends -- 11.4. Columns with Other Support Conditions -- 11.5. Columns with Eccentric Axial Loads -- 11.6. The Secant Formula for Columns -- 11.7. Elastic and Inelastic Column Behavior -- 11.8. Inelastic Buckling -- 11.9. Design Formulas for Columns -- Chapter Summary and Review -- Problems -- References and Historical Notes.
Note continued: Problems -- 3. Torsion -- 3.1. Introduction -- 3.2. Torsional Deformations of a Circular Bar -- 3.3. Circular Bars of Linearly Elastic Materials -- 3.4. Nonuniform Torsion -- 3.5. Stresses and Strains in Pure Shear -- 3.6. Relationship Between Moduli of Elasticity E and G -- 3.7. Transmission of Power by Circular Shafts -- 3.8. Statically Indeterminate Torsional Members -- 3.9. Strain Energy in Torsion and Pure Shear -- 3.10. Torsion of Noncircular Prismatic Shafts -- 3.11. Thin-Walled Tubes -- *3.12. Stress Concentrations in Torsion -- Chapter Summary and Review -- Problems -- 4. Shear Forces and Bending Moments -- 4.1. Introduction -- 4.2. Types of Beams, Loads, and Reactions -- 4.3. Shear Forces and Bending Moments -- 4.4. Relationships Among Loads, Shear Forces, and Bending Moments -- 4.5. Shear-Force and Bending-Moment Diagrams -- Chapter Summary and Review -- Problems -- 5. Stresses in Beams (Basic Topics) -- 5.1. Introduction
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This text develops student understanding along with analytical and problem-solving skills. The main topics include analysis and design of structural members subjected to tension, compression, torsion, bending, and more.