9781292725734 Hibbeler

(e-Book) Mechanics of Materials in SI Units 1ith Edition (12 months Digital Access) – Hibbeler


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Mechanics of Materials excels in providing a clear and thorough presentation of the theory and application of its principles. The text empowers students to succeed by drawing upon the decades of classroom experience Professor Hibbeler has and his knowledge of how students learn. The text is shaped by the comments and suggestions of hundreds of reviewers in the teaching profession, as well as many of his students. The 11th Edition in SI units features approximately 30% new problems which involve applications to many different fields of engineering.

Table of Content

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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
2.1 Deformation
2.2 Strain
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
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
5.1 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
6.1 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
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
Combined Loadings
8.1 Thin-Walled Pressure Vessels
8.2 State of Stress Caused by Combined Loadings
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
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
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
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
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
Energy Methods
14.1 External Work and Strain Energy
14.2 Elastic Strain Energy for Various Types of Loading
14.3 Impact Loading
*14.4 Principle of Virtual Work
*14.5 Method of Virtual Forces Applied to Trusses
*14.6 Method of Virtual Forces Applied to Beams
*14.7 Castigliano’s Theorem
*14.8 Castigliano’s Theorem Applied to Trusses
*14.9 Castigliano’s Theorem Applied to Beams
Geometric Properties of an Area
Geometric Properties of Structural Shapes
Slopes and Deflections of Beams