Mechanics of materials / Ferdinand P. Beer, E. Russell Johnston, Jr., John T. Dewolf, David F. Mazurek, global edition adapted by Dr. Sanjeev Sanghi.

"Engineering": title on cover.

SI units.

Includes bibliographical references and index.

1. Introduction- Concept of Stress -- 2. Stress and Strain Axial Loading -- 3. Torsion -- 4. Pyre Bending -- 5. Analysis and Design of Beams for Bending -- 6. Shearing Stresses In Beams and Thin-Walled Members -- 7. Transformations of Stress and Strain -- 8. Principal Stresses under a Given Loading -- 9. Deflection of Beams -- 10. Columns -- 11. Energy Methods -- --

1. Introduction- Concept of Stress -- 1.1. Introduction -- 1.2. A Short Review of the Methods of Statics -- 1.3. Stresses in the Members of a Structure -- 1.4. Analysis and Design -- 1.5. Axial Loading; Normal Stress -- 1.6. Shearing Stress -- 1.7. Bearing Stress in Connections -- 1.8. Application to the Analysis and Design of Simple Structures -- 1.9. Method of Problem Solution -- 1.10. Numerical Accuracy -- 1.11. Stress on an Oblique Plane under Axial Loading -- 1.12. Stress under General Loading Conditions; Components of Stress -- 1.13. Design Considerations -- Review and Summary for Chapter 1 -- -- 2. Stress and Strain Axial Loading -- 2.1. Introduction -- 2.2. Normal Strain under Axial Loading -- 2.3. Stress-Strain Diagram -- 2.4. True Stress and True Strain -- 2.5. Hooke's Law; Modulus of Elasticity -- 2.6. Elastic versus Plastic Behavior of a Material -- 2.7. Repeated Loadings; Fatigue -- 2.8. Deformations of Members under Axial Loading -- 2.9. Statically Indeterminate Problems -- 2.10. Problems Involving Temperature Changes -- 2.11. Poisson's Ratio -- 2.12. Multiaxial Loading; Generalized Hooke's Law -- 2.13. Dilatation; Bulk Modulus -- 2.14. Shearing Strain -- 2.15. Further Discussion of Deformations under Axial Loading; Relation among E, v, and G -- 2.16. Stress-Strain Relationships for Fiber-Reinforced Composite Materials -- 2.17. Stress and Strain Distribution under Axial Loading; Saint-Venant's Principle -- 2.18. Stress Concentrations -- 2.19. Plastic Deformations -- 2.20. Residual Stresses -- Review and Summary for Chapter 2 -- -- 3. Torsion -- 3.1. Introduction -- 3.2. Preliminary Discussion of the Stresses in a Shaft -- 3.3. Deformations in a Circular Shaft -- 3.4. Stresses in the Elastic Range -- 3.5. Angle of Twist in the Elastic Range -- 3.6. Statically Indeterminate Shafts -- 3.7. Design of Transmission Shafts -- 3.8. Stress Concentrations in Circular Shafts -- 3.9. Plastic Deformations in Circular Shafts -- 3.10. Circular Shafts Made of an Elastoplastic Material -- 3.11. Residual Stresses in Circular Shafts -- 3.12. Torsion of Noncircular Members -- 3.13. Thin-Walled Hollow Shafts -- Review and Summary for Chapter 3 -- -- 4. Pyre Bending -- 4.1. Introduction -- 4.2. Symmetric Member in Pure Bending -- 4.3. Deformations in a Symmetric Member in Pure Bending -- 4.4. Stresses and Deformations in the Elastic Range -- 4.5. Deformations in a Transverse Cross Section -- 4.6. Bending of Members Made of Several Materials -- 4.7. Stress Concentrations -- 4.8. Plastic Deformations -- 4.9. Members Made of an Elastoplastic Material -- 4.10. Plastic Deformations of Members with a Single Plane of Symmetry -- 4.11. Residual Stresses -- 4.12. Eccentric Axial Loading in a Plane of Symmetry -- 4.13. Unsymmetric Bending -- 4.14. General Case of Eccentric Axial Loading -- 4.15. Bending of Curved Members -- Review and Summary for Chapter 4 -- -- 5. Analysis and Design of Beams for Bending -- 5.1. Introduction -- 5.2. Shear and Bending-Moment Diagrams -- 5.3. Relations among Load, Shear, and Bending Moment -- 5.4. Design of Prismatic Beams for Bending -- 5.5. Using Singularity Functions to Determine Shear and Bending Moment in a Beam -- 5.6. Nonprismatic Beams -- Review and Summary for Chapter 5 -- --

6. Shearing Stresses In Beams and Thin-Walled Members -- 6.1. Introduction -- 6.2. Shear on the Horizontal Face of a Beam Element -- 6.3. Determination of the Shearing Stresses in a Beam -- 6.4. Shearing Stresses τxy in Common Types of Beams -- 6.5. Further Discussion of the Distribution of Stresses in a Narrow Rectangular Beam -- 6.6. Longitudinal Shear on a Beam Element of Arbitrary Shape -- 6.7. Shearing Stresses in Thin-Walled Members -- 6.8. Plastic Deformations -- 6.9. Unsymmetric Loading of Thin-Walled Members; Shear Center -- Review and Summary For Chapter 6 -- -- 7. Transformations of Stress and Strain -- 7.1. Introduction -- 7.2. Transformation of Plane Stress -- 7.3. Principal Stresses'. Maximum Shearing Stress -- 7.4 . Mohr's Circle for Plane Stress -- 7.5. General State of Stress -- 7.6. Application of Mohr's Circle to the Three-Dimensional Analysis of Stress -- 7.7. Yield Criteria for Ductile Materials under Plane Stress -- 7.8. Fracture Criteria for Brittle Materials under Plane Stress -- 7.9. Stresses in Thin-Walled Pressure Vessels -- 7.10. Transformation of Plane Strain -- 7.11. Mohr's Circle for Plane Strain -- 7.12. Three-Dimensional Analysis of Strain -- 7.13. Measurements of Strain; Strain Rosette -- Review and Summary for Chapter 7 -- -- 8. Principal Stresses under a Given Loading -- 8.1. Introduction -- 8.2. Principal Stresses in a Beam -- 8.3. Design of Transmission Shafts -- 8.4. Stresses under Combined Loadings -- Review and Summary for Chapter 8 -- -- 9. Deflection of Beams -- 9.1. Introduction -- 9.2. Deformation of a Beam under Transverse Loading -- 9.3. Equation of the Elastic Curve -- 9.4. Direct Determination of the Elastic Curve from the Load Distribution -- 9.5. Statically Indeterminate Beams -- 9.6. Using Singularity Functions to Determine the Slope and Deflection of a Beam -- 9.7. Method of Superposition -- 9.8. Application of Superposition to Statically Indeterminate Beams -- 9.9. Moment-Area Theorems -- 9.10. Application to Cantilever Beams and Beams with Symmetric Loadings -- 9.11. Bending-Moment Diagrams by Parts -- 9.12. Application of Moment-Area Theorems to Beams with Unsymmetric Loadings -- 9.13. Maximum Deflection -- 9.14. Use of Moment-Area Theorems with Statically Indeterminate Beams -- Review and Summary for Chapter 9 -- -- 10. Columns -- 10.1. Introduction -- 10.2. Stability of Structures -- 10.3. Euler's Formula for Pin-Ended Columns -- 10.4. Extension of Euler's Formula to Columns with Other End Conditions -- 10.5. Eccentric Loading; the Secant Formula -- 10.6. Design of Columns under a Centric Load -- 10.7. Design of Columns under an Eccentric Load -- Review and Summary for Chapter 10 -- -- 11. Energy Methods -- 11.1. Introduction -- 11.2. Strain Energy -- 11.3. Strain-Energy Density -- 11.4. Elastic Strain Energy for Normal Stresses -- 11.5. Elastic Strain Energy for Shearing Stresses -- 11.6. Strain Energy for a General State of Stress -- 11.7. Impact Loading -- 11.8. Design for Impact Loads -- 11.9. Work and Energy under a Single Load -- 11.10. Deflection under a Single Load by the Work-Energy Method -- 11.11. Work and Energy under Several Loads -- 11.12. Castigliano's Theorem -- 11.13. Deflections by Castigliano's Theorem -- 11.14. Statically Indeterminate Structures -- Review and Summary for Chapter 11 -- -- Appendices -- A. Moments of Areas -- B. Typical Properties of Selected Materials Used in Engineering -- C. Properties of Rolled-Steel Shapes -- D. Beam Deflections and Slopes -- E. Fundamentals of Engineering Examination.