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9780072486735

Mechanics of Materials with Tutorial CD

by
  • ISBN13:

    9780072486735

  • ISBN10:

    0072486732

  • Edition: 3rd
  • Format: Hardcover
  • Copyright: 2001-07-09
  • Publisher: McGraw-Hill Science/Engineering/Math
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List Price: $167.25

Summary

For the past forty years Beer and Johnston have been the uncontested leaders in the teaching of undergraduate engineering mechanics. Their careful presentation of content, unmatched levels of accuracy, and attention to detail have made their texts the standard for excellence. The revision of their classic Mechanics of Materials text features a new and updated design and art program; almost every homework problem is new or revised; and extensive content revisions and text reorganizations have been made. The multimedia supplement package includes an extensive strength of materials Interactive Tutorial (created by George Staab and Brooks Breeden of The Ohio State University) to provide students with additional help on key concepts, and a custom book website offers online resources for both instructors and students.

Table of Contents

Preface xiii
List of Symbols
xix
Introduction--Concept of Stress
2(45)
Introduction
2(1)
A Short Review of the Methods of Statics
2(3)
Stresses in the Members of a Structure
5(1)
Analysis and Design
6(1)
Axial Loading; Normal Stress
7(2)
Shearing Stress
9(2)
Bearing Stress in Connections
11(1)
Application to the Analysis and Design of Simple Structures
12(2)
Method of Problem Solution
14(1)
Numerical Accuracy
15(8)
Stress on an Oblique Plane under Axial Loading
23(1)
Stress under General Loading Conditions; Components of Stress
24(3)
Design Considerations
27(20)
Review and Summary for Chapter 1
38(9)
Stress and Strain-Axial Loading
47(85)
Introduction
47(1)
Normal Strain under Axial Loading
48(2)
Stress-Strain Diagram
50(5)
True Stress and True Strain
55(1)
Hooke's Law; Modulus of Elasticity
56(1)
Elastic versus Plastic Behavior of a Material
57(2)
Repeated Loadings; Fatigue
59(2)
Deformations of Members under Axial Loading
61(9)
Statically Indeterminate Problems
70(4)
Problems Involving Temperature Changes
74(10)
Poisson's Ratio
84(1)
Multiaxial Loading; Generalized Hooke's Law
85(2)
Dilatation; Bulk Modulus
87(2)
Shearing Strain
89(3)
Further Discussion of Deformations under Axial Loading; Relation among E, v, and G
92(3)
Stress-Strain Relationships for Fiber-Reinforced Composite Materials
95(9)
Stress and Strain Distribution under Axial Loading; Saint-Venant's Principle
104(3)
Stress Concentrations
107(2)
Plastic Deformations
109(4)
Residual Stresses
113(19)
Review and Summary for Chapter 2
121(11)
Torsion
132(77)
Introduction
132(2)
Preliminary Discussion of the Stresses in a Shaft
134(2)
Deformations in a Circular Shaft
136(3)
Stresses in the Elastic Range
139(11)
Angle of Twist in the Elastic Range
150(3)
Statically Indeterminate Shafts
153(12)
Design of Transmission Shafts
165(2)
Stress Concentrations in Circular Shafts
167(5)
Plastic Deformations in Circular Shafts
172(2)
Circular Shafts Made of an Elastoplastic Material
174(3)
Residual Stresses in Circular Shafts
177(9)
Torsion of Noncircular Members
186(3)
Thin-Walled Hollow Shafts
189(20)
Review and Summary for Chapter 3
198(11)
Pure Bending
209(99)
Introduction
209(2)
Symmetric Member in Pure Bending
211(2)
Deformations in a Symmetric Member in Pure Bending
213(3)
Stresses and Deformations in the Elastic Range
216(4)
Deformations in a Transverse Cross Section
220(10)
Bending of Members Made of Several Materials
230(4)
Stress Concentrations
234(9)
Plastic Deformations
243(3)
Members Made of an Elastoplastic Material
246(4)
Plastic Deformations of Members with a Single Plane of Symmetry
250(1)
Residual Stresses
250(10)
Eccentric Axial Loading in a Plane of Symmetry
260(10)
Unsymmetric Bending
270(6)
General Case of Eccentric Axial Loading
276(9)
Bending of Curved Members
285(23)
Review and Summary for Chapter 4
298(10)
Analysis and Design of Beams for Bending
308(64)
Introduction
308(3)
Shear and Bending-Moment Diagrams
311(11)
Relations among Load, Shear, and Bending Moment
322(10)
Design of Prismatic Beams for Bending
332(11)
Using Singularity Functions to Determine Shear and Bending Moment in a Beam
343(11)
Nonprismatic Beams
354(18)
Review and Summary for Chapter 5
363(9)
Shearing Stresses in Beams and Thin-Walled Members
372(51)
Introduction
372(2)
Shear on the Horizontal Face of a Beam Element
374(2)
Determination of the Shearing Stresses in a Beam
376(1)
Shearing Stresses Txy in Common Types of Beams
377(3)
Further Discussion of the Distribution of Stresses in a Narrow Rectangular Beam
380(8)
Longitudinal Shear on a Beam Element of Arbitrary Shape
388(2)
Shearing Stresses in Thin-Walled Members
390(2)
Plastic Deformations
392(10)
Unsymmetric Loading of Thin-Walled Members; Shear Center
402(21)
Review and Summary for Chapter 6
414(9)
Transformations of Stress and Strain
423(73)
Introduction
423(2)
Transformation of Plane Stress
425(3)
Principal Stresses: Maximum Shearing Stress
428(8)
Mohr's Circle for Plane Stress
436(10)
General State of Stress
446(2)
Application of Mohr's Circle to the Three-Dimensional Analysis of Stress
448(3)
Yield Criteria for Ductile Materials under Plane Stress
451(2)
Fracture Criteria for Brittle Materials under Plane Stress
453(9)
Stresses in Thin-Walled Pressure Vessels
462(8)
Transformation of Plane Stress
470(3)
Mohr's Circle for Plane Strain
473(2)
Three-Dimensional Analysis of Strain
475(3)
Measurements of Strain; Strain Rosette
478(18)
Review and Summary for Chapter 7
486(10)
Principal Stresses Under a Given Loading
496(34)
Introduction
496(1)
Principal Stresses in a Beam
497(3)
Design of Transmission Shafts
500(8)
Stresses under Combined Loadings
508(22)
Review and Summary for Chapter 8
521(9)
Deflection of Beams
530(77)
Introduction
530(2)
Deformation of a Beam under Transverse Loading
532(1)
Equation of the Elastic Curve
533(5)
Direct Determination of the Elastic Curve from the Load Distribution
538(2)
Statically Indeterminate Beams
540(9)
Using Singularity Functions to Determine the Slope and Deflection of a Beam
549(9)
Method of Superposition
558(2)
Application of Superposition to Statically Indeterminate Beams
560(9)
Moment-Area Theorems
569(2)
Application to Cantilever Beams and Beams with Symmetric Loading
571(2)
Bending-Moment Diagrams by Parts
573(9)
Application of Moment-Area Theorems to Beams with Unsymmetric Loadings
582(2)
Maximum Deflection
584(2)
Use of Moment-Area Theorems with Statically Indeterminate Beams
586(21)
Review and Summary for Chapter 9
594(13)
Columns
607(63)
Introduction
607(1)
Stability of Structures
608(2)
Euler's Formula for Pin-Ended Columns
610(4)
Extension of Euler's Formula to Columns with Other End Conditions
614(11)
Eccentric Loading; the Secant Formula
625(11)
Design of Columns under a Centric Load
636(16)
Design of Columns under an Eccentric Load
652(18)
Review and Summary for Chapter 10
662(8)
Energy Methods
670(65)
Introduction
670(1)
Strain Energy
670(2)
Strain-Energy Density
672(2)
Elastic Strain Energy for Normal Stresses
674(3)
Elastic Strain Energy for Shearing Stresses
677(3)
Strain Energy for a General State of Stress
680(13)
Impact Loading
693(2)
Design for Impact Loads
695(1)
Work and Energy under a Single Load
696(2)
Deflection under a Single Load by the Work-Energy Method
698(11)
Work and Energy under Several Loads
709(2)
Castigliano's Theorem
711(1)
Deflections by Castigliano's Theorem
712(4)
Statically Indeterminate Structures
716(19)
Review and Summary for Chapter 11
726(9)
APPENDICES 735(30)
A Moments of Areas
736(10)
B Typical Properties of Selected Materials Used in Engineering
746(4)
C Properties of Rolled-Steel Shapes
750(12)
D Beam Deflections and Slopes
762(1)
E Fundamentals of Engineering Examination
763(2)
Photo Credits 765(1)
Index 766(9)
Answers to Problems 775

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