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Kategorien:
Beschreibung
- Stress
- Introduction
- Equilibrium of a Deformable Body
- Stress
- Average Normal Stress in an Axially Loaded Bar
- Average Shear Stress
- Allowable Stress Design
- Limit State Design
- Strain
- Deformation
- Strain
- Mechanical Properties of Materials
- The Tension and Compression Test
- The StressStrain Diagram
- StressStrain Behavior of Ductile and Brittle Materials
- Strain Energy
- Poisson's Ratio
- The Shear StressStrain Diagram
- Failure of Materials Due to Creep and Fatigue*
- Axial Load
- Saint-Venant's Principle
- Elastic Deformation of an Axially Loaded Member
- Principle of Superposition
- Statically Indeterminate Axially Loaded Members
- The Force Method of Analysis for Axially Loaded Members
- Thermal Stress
- Stress Concentrations
- Inelastic Axial Deformation*
- Residual Stress*
- Torsion
- Torsional Deformation of a Circular Shaft
- The Torsion Formula
- Power Transmission
- Angle of Twist
- Statically Indeterminate Torque-Loaded Members
- Solid Noncircular Shafts*
- Thin-Walled Tubes Having Closed Cross Sections*
- Stress Concentration
- Inelastic Torsion*
- Residual Stress*
- Bending
- Shear and Moment Diagrams
- Graphical Method for Constructing Shear and Moment Diagrams
- Bending Deformation of a Straight Member
- The Flexure Formula
- Unsymmetric Bending
- Composite Beams*
- Reinforced Concrete Beams*
- Curved Beams*
- Stress Concentrations
- Inelastic Bending*
- Transverse Shear
- Shear in Straight Members
- The Shear Formula
- Shear Flow in Built-Up Members
- Shear Flow in Thin-Walled Members
- Shear Center for Open Thin-Walled Members*
- Combined Loadings
- Thin-Walled Pressure Vessels
- State of Stress Caused by Combined Loadings
- Stress Transformation
- Plane-Stress Transformation
- General Equations of Plane-Stress Transformation
- Principal Stresses and Maximum In-Plane Shear Stress
- Mohr's Circle-Plane Stress
- Absolute Maximum Shear Stress
- Strain Transformation
- Plane Strain
- General Equations of Plane-Strain Transformation
- Mohr's Circle-Plane Strain*
- Absolute Maximum Shear Strain*
- Strain Rosettes
- Material Property Relationships
- Theories of Failure*
- Design of Beams and Shafts
- Basis for Beam Design
- Prismatic Beam Design
- Fully Stressed Beams*
- Shaft Design*
- Deflection of Beams and Shafts
- The Elastic Curve
- Slope and Displacement by Integration
- Discontinuity Functions*
- Slope and Displacement by the Moment-Area Method*
- Method of Superposition
- Statically Indeterminate Beams and Shafts
- Statically Indeterminate Beams and Shafts - Method of Integration
- Statically Indeterminate Beams and Shafts - Moment-Area Method*
- Statically Indeterminate Beams and Shafts - Method of Superposition
- Buckling of Columns
- Critical Load
- Ideal Column with Pin Supports
- Columns Having Various Types of Supports
- The Secant Formula*
- Inelastic Buckling*
- Design of Columns for Concentric Loading*
- Design of Columns for Eccentric Loading*
- Energy Methods
- External Work and Strain Energy
- Elastic Strain Energy for Various Types of Loading
- Impact Loading
- Principle of Virtual Work*
- Method of Virtual Forces Applied to Trusses*
- Method of Virtual Forces Applied to Beams*
- Castigliano's Theorem*
- Castigliano's Theorem Applied to Trusses*
- Castigliano's Theorem Applied to Beams*
Appendices
- A. Geometric Properties of an Area
- B. Geometric Properties of Structural Shapes
- C. Slopes and Deflections of Beams
Fundamental Problems Partial Solutions and Answers
Selected Answers
Index
Sections of the book that contain more advanced material are indicated by a star (*)
- Stress
- Introduction
- Equilibrium of a Deformable Body
- Stress
- Average Normal Stress in an Axially Loaded Bar
- Average Shear Stress
- Allowable Stress Design
- Limit State Design
- Strain
- Deformation
- Strain
- Mechanical Properties of Materials
- The Tension and Compression Test
- The StressStrain Diagram
- StressStrain Behavior of Ductile and Brittle Materials
- Strain Energy
- Poisson's Ratio
- The Shear StressStrain Diagram
- Failure of Materials Due to Creep and Fatigue*
- Axial Load
- Saint-Venant's Principle
- Elastic Deformation of an Axially Loaded Member
- Principle of Superposition
- Statically Indeterminate Axially Loaded Members
- The Force Method of Analysis for Axially Loaded Members
- Thermal Stress
- Stress Concentrations
- Inelastic Axial Deformation*
- Residual Stress*
- Torsion
- Torsional Deformation of a Circular Shaft
- The Torsion Formula
- Power Transmission
- Angle of Twist
- Statically Indeterminate Torque-Loaded Members
- Solid Noncircular Shafts*
- Thin-Walled Tubes Having Closed Cross Sections*
- Stress Concentration
- Inelastic Torsion*
- Residual Stress*
- Bending
- Shear and Moment Diagrams
- Graphical Method for Constructing Shear and Moment Diagrams
- Bending Deformation of a Straight Member
- The Flexure Formula
- Unsymmetric Bending
- Composite Beams*
- Reinforced Concrete Beams*
- Curved Beams*
- Stress Concentrations
- Inelastic Bending*
- Transverse Shear
- Shear in Straight Members
- The Shear Formula
- Shear Flow in Built-Up Members
- Shear Flow in Thin-Walled Members
- Shear Center for Open Thin-Walled Members*
- Combined Loadings
- Thin-Walled Pressure Vessels
- State of Stress Caused by Combined Loadings
- Stress Transformation
- Plane-Stress Transformation
- General Equations of Plane-Stress Transformation
- Principal Stresses and Maximum In-Plane Shear Stress
- Mohr's Circle-Plane Stress
- Absolute Maximum Shear Stress
- Strain Transformation
- Plane Strain
- General Equations of Plane-Strain Transformation
- Mohr's Circle-Plane Strain*
- Absolute Maximum Shear Strain*
- Strain Rosettes
- Material Property Relationships
- Theories of Failure*
- Design of Beams and Shafts
- Basis for Beam Design
- Prismatic Beam Design
- Fully Stressed Beams*
- Shaft Design*
- Deflection of Beams and Shafts
- The Elastic Curve
- Slope and Displacement by Integration
- Discontinuity Functions*
- Slope and Displacement by the Moment-Area Method*
- Method of Superposition
- Statically Indeterminate Beams and Shafts
- Statically Indeterminate Beams and Shafts - Method of Integration
- Statically Indeterminate Beams and Shafts - Moment-Area Method*
- Statically Indeterminate Beams and Shafts - Method of Superposition
- Buckling of Columns
- Critical Load
- Ideal Column with Pin Supports
- Columns Having Various Types of Supports
- The Secant Formula*
- Inelastic Buckling*
- Design of Columns for Concentric Loading*
- Design of Columns for Eccentric Loading*
- Energy Methods
- External Work and Strain Energy
- Elastic Strain Energy for Various Types of Loading
- Impact Loading
- Principle of Virtual Work*
- Method of Virtual Forces Applied to Trusses*
- Method of Virtual Forces Applied to Beams*
- Castigliano's Theorem*
- Castigliano's Theorem Applied to Trusses*
- Castigliano's Theorem Applied to Beams*
Appendices
- A. Geometric Properties of an Area
- B. Geometric Properties of Structural Shapes
- C. Slopes and Deflections of Beams
Fundamental Problems Partial Solutions and Answers
Selected Answers
Index
Sections of the book that contain more advanced material are indicated by a star (*)
Details
Erscheinungsjahr: | 2023 |
---|---|
Medium: | Taschenbuch |
Inhalt: | Kartoniert / Broschiert |
ISBN-13: | 9781292725734 |
ISBN-10: | 1292725737 |
Sprache: | Englisch |
Einband: | Kartoniert / Broschiert |
Autor: | Hibbeler, Russell |
Auflage: | 11 ed |
Hersteller: | Pearson Education Limited |
Verantwortliche Person für die EU: | preigu, Ansas Meyer, Lengericher Landstr. 19, D-49078 Osnabrück, mail@preigu.de |
Maße: | 39 x 205 x 238 mm |
Von/Mit: | Russell Hibbeler |
Erscheinungsdatum: | 19.07.2023 |
Gewicht: | 1,51 kg |
Details
Erscheinungsjahr: | 2023 |
---|---|
Medium: | Taschenbuch |
Inhalt: | Kartoniert / Broschiert |
ISBN-13: | 9781292725734 |
ISBN-10: | 1292725737 |
Sprache: | Englisch |
Einband: | Kartoniert / Broschiert |
Autor: | Hibbeler, Russell |
Auflage: | 11 ed |
Hersteller: | Pearson Education Limited |
Verantwortliche Person für die EU: | preigu, Ansas Meyer, Lengericher Landstr. 19, D-49078 Osnabrück, mail@preigu.de |
Maße: | 39 x 205 x 238 mm |
Von/Mit: | Russell Hibbeler |
Erscheinungsdatum: | 19.07.2023 |
Gewicht: | 1,51 kg |
Sicherheitshinweis