Mechanics of materials / Ferdinand P. Beer ... [and others].

Format:

Book

Contributor:

Beer, Ferdinand P. (Ferdinand Pierre), 1915-2003.

Louis A. Duhring Fund.

Alumni and Friends Memorial Book Fund.

Class of 1924 Book Fund.

Language:

English

Subjects (All):

Strength of materials--Textbooks.

Strength of materials.

Genre:

Textbooks.

Physical Description:

xix, 758 pages, 52 unnumbered pages : color illustrations ; 26 cm

Edition:

Sixth edition.

Place of Publication:

New York : McGraw-Hill, [2012]

Contents:

Machine generated contents note: 1.Introduction

Concept of Stress

1.1.Introduction

1.2. A Short Review of the Methods of Statics

1.3. Stresses in the Members of a Structure

1.4. Analysis and Design

1.5. Axial Loading; Normal Stress

1.6. Shearing Stress

1.7. Bearing Stress in Connections

1.8. Application to the Analysis and Design of Simple Structures

1.9. Method of Problem Solution

1.10. Numerical Accuracy

1.11. Stress on an Oblique Plane under Axial Loading

1.12. Stress under General Loading Conditions; Components of Stress

1.13. Design Considerations

Review and Summary for Chapter 1

2. Stress and Strain

Axial Loading

2.1. Introduction

2.2. Normal Strain under Axial Loading

2.3. Stress-Strain Diagram

2.4. True Stress and True Strain

2.5. Hooke's Law; Modulus of Elasticity

2.6. Elastic versus Plastic Behavior of a Material

2.7. Repeated Loadings; Fatigue

2.8. Deformations of Members under Axial Loading

2.9.Statically Indeterminate Problems

2.10.Problems Involving Temperature Changes

2.11.Poisson's Ratio

2.12.Multiaxial Loading; Generalized Hooke's Law

2.13.Dilatation; Bulk Modulus

2.14.Shearing Strain

2.15.Further Discussion of Deformations under Axial Loading; Relation among E, v, and G

2.16.Stress-Strain Relationships for Fiber-Reinforced Composite Materials

2.17.Stress and Strain Distribution under Axial Loading; Saint-Venant's Principle

2.18.Stress Concentrations

2.19.Plastic Deformations

2.20.Residual Stresses

Review and Summary for Chapter 2

3.Torsion

3.1.Introduction

3.2.Preliminary Discussion of the Stresses in a Shaft

3.3.Deformations in a Circular Shaft

3.4.Stresses in the Elastic Range

3.5.Angle of Twist in the Elastic Range

3.6.Statically Indeterminate Shafts

3.7.Design of Transmission Shafts

3.8.Stress Concentrations in Circular Shafts

3.9.Plastic Deformations in Circular Shafts

3.10.Circular Shafts Made of an Elastoplastic Material

3.11.Residual Stresses in Circular Shafts

3.12.Torsion of Noncircular Members

3.13.Thin-Walled Hollow Shafts

Review and Summary for Chapter 3

4.Pyre Bending

4.1.Introduction

4.2.Symmetric Member in Pure Bending

4.3.Deformations in a Symmetric Member in Pure Bending

4.4.Stresses and Deformations in the Elastic Range

4.5.Deformations in a Transverse Cross Section

4.6.Bending of Members Made of Several Materials

4.7.Stress Concentrations

4.8.Plastic Deformations

4.9.Members Made of an Elastoplastic Material

4.10.Plastic Deformations of Members with a Single Plane of Symmetry

4.11.Residual Stresses

4.12.Eccentric Axial Loading in a Plane of Symmetry

4.13.Unsymmetric Bending

4.14.General Case of Eccentric Axial Loading

4.15.Bending of Curved Members

Review and Summary for Chapter 4

5.Analysis and Design of Beams for Bending

5.1.Introduction

5.2.Shear and Bending-Moment Diagrams

5.3.Relations among Load, Shear, and Bending Moment

5.4.Design of Prismatic Beams for Bending

5.5.Using Singularity Functions to Determine Shear and Bending Moment in a Beam

5.6.Nonprismatic Beams

Review and Summary for Chapter 5

6.Shearing Stresses In Beams and Thin-Walled Members

6.1.Introduction

6.2.Shear on the Horizontal Face of a Beam Element

6.3.Determination of the Shearing Stresses in a Beam

6.4.Shearing Stresses τxy in Common Types of Beams

6.5.Further Discussion of the Distribution of Stresses in a Narrow Rectangular Beam

6.6.Longitudinal Shear on a Beam Element of Arbitrary Shape

6.7.Shearing Stresses in Thin-Walled Members

6.8.Plastic Deformations

6.9.Unsymmetric Loading of Thin-Walled Members; Shear Center

Review and Summary For Chapter 6

7.Transformations of Stress and Strain

7.1.Introduction

7.2.Transformation of Plane Stress

7.3.Principal Stresses'. Maximum Shearing Stress

7.4.Mohr's Circle for Plane Stress

7.5.General State of Stress

7.6.Application of Mohr's Circle to the Three-Dimensional Analysis of Stress

7.7.Yield Criteria for Ductile Materials under Plane Stress

7.8.Fracture Criteria for Brittle Materials under Plane Stress

7.9.Stresses in Thin-Walled Pressure Vessels

7.10.Transformation of Plane Strain

7.11.Mohr's Circle for Plane Strain

7.12.Three-Dimensional Analysis of Strain

7.13.Measurements of Strain; Strain Rosette

Review and Summary for Chapter 7

8.Principal Stresses under a Given Loading

8.1.Introduction

8.2.Principal Stresses in a Beam

8.3.Design of Transmission Shafts

8.4.Stresses under Combined Loadings

Review and Summary for Chapter 8

9.Deflection of Beams

9.1.Introduction

9.2.Deformation of a Beam under Transverse Loading

9.3.Equation of the Elastic Curve

9.4.Direct Determination of the Elastic Curve from the Load Distribution

9.5.Statically Indeterminate Beams

9.6.Using Singularity Functions to Determine the Slope and Deflection of a Beam

9.7.Method of Superposition

9.8.Application of Superposition to Statically Indeterminate Beams

9.9.Moment-Area Theorems

9.10.Application to Cantilever Beams and Beams with Symmetric Loadings

9.11.Bending-Moment Diagrams by Parts

9.12.Application of Moment-Area Theorems to Beams with Unsymmetric Loadings

9.13.Maximum Deflection

9.14.Use of Moment-Area Theorems with Statically Indeterminate Beams

Review and Summary for Chapter 9

10.Columns

10.1.Introduction

10.2.Stability of Structures

10.3.Euler's Formula for Pin-Ended Columns

10.4.Extension of Euler's Formula to Columns with Other End Conditions

10.5.Eccentric Loading; the Secant Formula

10.6.Design of Columns under a Centric Load

10.7.Design of Columns under an Eccentric Load

Review and Summary for Chapter 10

11.Energy Methods

11.1.Introduction

11.2.Strain Energy

11.3.Strain-Energy Density

11.4.Elastic Strain Energy for Normal Stresses

11.5.Elastic Strain Energy for Shearing Stresses

11.6.Strain Energy for a General State of Stress

11.7.Impact Loading

11.8.Design for Impact Loads

11.9.Work and Energy under a Single Load

11.10.Deflection under a Single Load by the Work-Energy Method

11.11.Work and Energy under Several Loads

11.12.Castigliano's Theorem

11.13.Deflections by Castigliano's Theorem

11.14.Statically Indeterminate Structures

Review and Summary for Chapter 11

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.

Notes:

Includes index.

Includes bibliographical references and index.

Local Notes:

Acquired for the Penn Libraries with assistance from the Class of 1924 Book Fund.

Acquired for the Penn Libraries with assistance from the Alumni and Friends Memorial Book Fund.

Acquired for the Penn Libraries with assistance from the Louis A. Duhring Fund.

ISBN:

0073380288

9780073380285

OCLC:

666867896

Publisher Number:

99945274088