Solution Manuals For Mechanics of Materials, 11th Edition Russell C. Hibbeler

Description

1. 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 Design
2. Strain
   • 2.1 Deformation
   • 2.2 Strain
3. 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
4. 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
5. 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
6. 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
7. 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
8. Combined Loadings
   • 8.1 Thin-Walled Pressure Vessels
   • 8.2 State of Stress Caused by Combined Loadings
9. 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
10. 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
11. 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
12. 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
13. 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
14. 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