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Mechanics of Materials by Russell Hibbeler

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  1. Jan 27, 2013 #1


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    Table of Contents:
    Code (Text):

    Chapter 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
       1.7  Design of Simple Connections

    Chapter 2: Strain

       2.1 Deformation
       2.2 Strain
    Chapter 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 Hooke’s Law
       3.5 Strain Energy
       3.6 Poisson’s Ratio
       3.7 The Shear Stress–Strain Diagram
       3.8 Failure of Materials Due to Creep and Fatigue

    Chapter 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 Member
       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

    Chapter 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

    Chapter 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

    Chapter 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

    Chapter 8: Combined Loadings

       8.1 Thin-Walled Pressure Vessels
       8.2 State of Stress Caused by Combined Loadings

    Chapter 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

    Chapter 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

    Chapter 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

    Chapter 12: Deflection of Beams and Shafts

      12.1 The Elastic Curve
      12.2 Slope and Displacement 12 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

    Chapter 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

    Chapter 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
      14.9 Castigliano’s Theorem Applied to Trusses
      14.10 Castigliano’s Theorem Applied to Beams

    Appendix A: Geometric Properties of An Area

       A.1 Centroid of an Area
       A.2 Moment of Inertia for an Area
       A.3 Product of Inertia for an Area
       A.4 Moments of Inertia for an Area about Inclined Axes
       A.5 Mohr’s Circle for Moments of Inertia

    Appendix B: Geometric Properties of Structural Shapes

    Appendix C: Slopes and Deflections of Beams
    Last edited by a moderator: May 6, 2017
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