1.Introduction---Concept of Stress -- 1.1.Review of The Methods of Statics -- 1.2.Stresses in the Members of a Structure -- 1.3.Stress on an Oblique Plane Under Axial Loading -- 1.4.Stress Under General Loading Conditions; Components of Stress -- 1.5.Design Considerations -- Review and Summary -- 2.Stress and Strain---Axial Loading -- 2.1.An Introduction to Stress and Strain -- 2.2.Statically Indeterminate Problems -- 2.3.Problems Involving Temperature Changes -- 2.4.Poisson's Ratio -- 2.5.Multiaxial Loading: Generalized Hooke's Law -- *2.6.Dilatation and Bulk Modulus -- 2.7.Shearing Strain -- 2.8.Deformations Under Axial Loading---Relation Between E, v, and G -- *2.9.Stress-Strain Relationships For Fiber-Reinforced Composite Materials -- 2.10.Stress and Strain Distribution Under Axial Loading: Saint-Venant's Principle -- 2.11.Stress Concentrations -- 2.12.Plastic Deformations -- *2.13.Residual Stresses -- Review and Summary -- 3.Torsion --

3.1.Circular Shafts in Torsion -- 3.2.Angle of Twist in the Elastic Range -- 3.3.Statically Indeterminate Shafts -- 3.4.Design of Transmission Shafts -- 3.5.Stress Concentrations in Circular Shafts -- *3.6.Plastic Deformations in Circular Shafts -- *3.7.Circular Shafts Made of an Elastoplastic Material -- *3.8.Residual Stresses in Circular Shafts -- *3.9.Torsion of Noncircular Members -- *3.10.Thin-Walled Hollow Shafts -- Review and Summary -- 4.Pure Bending -- 4.1.Symmetric Members in Pure Bending -- 4.2.Stresses and Deformations in the Elastic Range -- 4.3.Deformations in a Transverse Cross Section -- 4.4.Members Made of Composite Materials -- 4.5.Stress Concentrations -- *4.6.Plastic Deformations -- 4.7.Eccentric Axial Loading in a Plane of Symmetry -- 4.8.Unsymmetric Bending Analysis -- 4.9.General Case of Eccentric Axial Loading Analysis -- *4.10.Curved Members -- Review and Summary -- 5.Analysis and Design of Beams for Bending --

5.1.Shear and Bending-Moment Diagrams -- 5.2.Relationships Between Load, Shear, and Bending Moment -- 5.3.Design of Prismatic Beams for Bending -- *5.4.Singularity Functions Used to Determine Shear and Bending Moment -- *5.5.Nonprismatic Beams -- Review and Summary -- 6.Shearing Stresses in Beams and Thin-Walled Members -- 6.1.Horizontal Shearing Stress in Beams -- *6.2.Distribution of Stresses in a Narrow Rectangular Beam -- 6.3.Longitudinal Shear on a Beam Element of Arbitrary Shape -- 6.4.Shearing Stresses in Thin-Walled Members -- *6.5.Plastic Deformations -- *6.6.Unsymmetric Loading of Thin-Walled Members and Shear Center -- Review and Summary -- 7.Transformations of Stress and Strain -- 7.1.Transformation of Plane Stress -- 7.2.Mohr's Circle for Plane Stress -- 7.3.General State of Stress -- 7.4.Three-Dimensional Analysis of Stress -- *7.5.Theories of Failure -- 7.6.Stresses in Thin-Walled Pressure Vessels -- *7.7.Transformation of Plane Strain --

*7.8.Three-Dimensional Analysis of Strain -- *7.9.Measurements of Strain; Strain Rosette -- Review and Summary -- 8.Principal Stresses Under a Given Loading -- 8.1.Principal Stresses in a Beam -- 8.2.Design of Transmission Shafts -- 8.3.Stresses Under Combined Loads -- Review and Summary -- 9.Deflection of Beams -- 9.1.Deformation Under Transverse Loading -- 9.2.Statically Indeterminate Beams -- *9.3.Singularity Functions to Determine Slope and Deflection -- 9.4.Method of Superposition -- *9.5.Moment-Area Theorems -- *9.6.Moment-Area Theorems Applied to Beams with Unsymmetric Loadings -- Review and Summary -- 10.Columns -- 10.1.Stability of Structures -- *10.2.Eccentric Loading and the Secant Formula -- 10.3.Centric Load Design -- 10.4.Eccentric Load Design -- Review and Summary -- 11.Energy Methods -- 11.1.Strain Energy -- 11.2.Elastic Strain Energy -- 11.3.Strain Energy for a General State of Stress -- 11.4.Impact Loads -- 11.5.Single Loads --

*11.6.Multiple Loads -- *11.7.Castigliano's Theorem -- *11.8.Deflections by Castigliano's Theorem -- *11.9.Statically Indeterminate Structures -- Review and Summary -- 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.