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Mechanics of Materials 6th Revised edition [Multiple-component retail product]

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  • Formāts: Multiple-component retail product, 960 pages, height x width: 235x203 mm, Illustrations, Contains 1 CD-ROM and 1 Hardback
  • Izdošanas datums: 15-Dec-2003
  • Izdevniecība: Brooks/Cole
  • ISBN-10: 0534417930
  • ISBN-13: 9780534417932
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  • Multiple-component retail product
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  • Formāts: Multiple-component retail product, 960 pages, height x width: 235x203 mm, Illustrations, Contains 1 CD-ROM and 1 Hardback
  • Izdošanas datums: 15-Dec-2003
  • Izdevniecība: Brooks/Cole
  • ISBN-10: 0534417930
  • ISBN-13: 9780534417932
Citas grāmatas par šo tēmu:
This engineering textbook introduces mathematical techniques and the physical properties of common materials for analyzing the mechanical behavior of bars with axial loads, shafts in torsion, beams in bending, and columns in compression. The sixth edition adds two sections on singularity functions. The CD-ROM contains six tutorials. Annotation ©2004 Book News, Inc., Portland, OR (booknews.com)

Now featuring the problem-solving CD-ROM, StressAlyzer, the Sixth Edition of this book continues its tradition as the leading text in Mechanics of Materials. With its hallmark clarity and accuracy, this text develops student understanding along with analytical and problem-solving skills. The main topics are the analysis and design of structural members subjected to tension, compression, torsion, bending, and more. The book includes more material than can be taught in a single course so instructors have the opportunity to select the topics they wish to cover.
Preface xiii
Symbols xvii
Greek Alphabet xx
Tension, Compression, and Shear
1(66)
Introduction to Mechanics of Materials
1(2)
Normal Stress and Strain
3(7)
Mechanical Properties of Materials
10(10)
Elasticity, Plasticity, and Creep
20(3)
Linear Elasticity, Hooke's Law, and Poisson's Ratio
23(5)
Shear Stress and Strain
28(11)
Allowable Stresses and Allowable Loads
39(5)
Design for Axial Loads and Direct Shear
44(23)
Problems
49(18)
Axially Loaded Members
67(118)
Introduction
67(1)
Changes in Lengths of Axially Loaded Members
68(9)
Changes in Lengths Under Nonuniform Conditions
77(7)
Statically Indeterminate Structures
84(9)
Thermal Effects, Misfits, and Prestrains
93(12)
Stresses on Inclined Sections
105(11)
Strain Energy
116(12)
Impact Loading
128(8)
Repeated Loading and Fatigue
136(2)
Stress Concentrations
138(6)
Nonlinear Behavior
144(5)
Elastoplastic Analysis
149(36)
Problems
155(30)
Torsion
185(79)
Introduction
185(1)
Torsional Deformations of a Circular Bar
186(3)
Circular Bars of Linearly Elastic Materials
189(13)
Nonuniform Torsion
202(7)
Stresses and Strains in Pure Shear
209(7)
Relationship Between Moduli of Elasticity E and G
216(1)
Transmission of Power by Circular Shfts
217(5)
Statically indeterminate Torsional Members
222(4)
Strain Energy in Torsion and Pure Shear
226(8)
Thin-Walled Tubes
234(9)
Stress Concentrations in Torsion
243(21)
Problems
245(19)
Shear Forces and Bending Moments
264(36)
Introduction
264(1)
Types of Beams, Loads, and Reactions
264(5)
Shear Forces and Bending Moments
269(7)
Relationships Between Loads, Shear Forces, and Bending Moments
276(5)
Shear-Force and Bending-Moment Diagrams
281(19)
Problems
292(8)
Stresses in Beams (Basic Topics)
300(93)
Introduction
300(1)
Pure Bending and Nonuniform Bending
301(1)
Curvature of a Beam
302(2)
Longitudinal Strains in Beams
304(5)
Normal Stresses in Beams (Linearly Elastic Materials)
309(12)
Design of Beams for Bending Stresses
321(9)
Nonprismatic Beams
330(4)
Shear Stresses in Beams of Rectangular Cross Section
334(9)
Shear Stresses in Beams of Circular Cross Section
343(3)
Shear Stresses in the Webs of Beams with Flanges
346(8)
Built-Up Beams and Shear Flow
354(4)
Beams with Axial Loads
358(6)
Stress Concentrations in Bending
364(29)
Problems
366(27)
Stresses in Beams (Advanced Topics)
393(71)
Introduction
393(1)
Composite Beams
393(10)
Transformed-Section Method
403(6)
Doubly Symmetric Beams with Inclined Loads
409(7)
Bending of Unsymmetric Beams
416(5)
The Shear-Center Concept
421(3)
Shear Stresses in Beams of Thin-Walled Open Cross Sections
424(3)
Shear Stresses in Wide-Flange Beams
427(4)
Shear Centers of Thin-Walled Open Sections
431(9)
Elastoplastic Bending
440(24)
Problems
450(14)
Analysis of Stress and Strain
464(77)
Introduction
464(1)
Plane Stress
465(9)
Principal Stresses and Maximum Shear Stresses
474(9)
Mohr's Circle for Plane Stress
483(17)
Hooke's Law for Plane Stress
500(5)
Triaxial Stress
505(5)
Plane Strain
510(31)
Problems
525(16)
Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings)
541(53)
Introduction
541(1)
Spherical Pressure Vessels
541(7)
Cylindrical Pressure Vessels
548(8)
Maximum Stresses in Beams
556(10)
Combined Loadings
566(28)
Problems
583(11)
Deflections of Beams
594(113)
Introduction
594(1)
Differential Equations of the Deflection Curve
594(6)
Deflections by Integration of the Bending-Moment Equation
600(11)
Deflections by Integration of the Shear-Force and Load Equations
611(6)
Method of Superposition
617(9)
Moment-Area Method
626(10)
Nonprismatic Beams
636(5)
Strain Energy of Bending
641(6)
Castigliano's Theorem
647(12)
Deflections Produced by Impact
659(2)
Discontinuity Functions
661(12)
Use of Discontinuity Functions in Determining Beam Deflections
673(12)
Temperature Effects
685(22)
Problems
687(20)
Statically Indeterminate Beams
707(41)
Introduction
707(1)
Types of Statically Indeterminate Beams
708(3)
Analysis by the Differential Equations of the Deflection Curve
711(7)
Method of Superposition
718(13)
Temperature Effects
731(3)
Longitudinal Displacements at the Ends of a Beam
734(14)
Problems
738(10)
Columns
748(80)
Introduction
748(1)
Buckling and Stability
749(3)
Columns with Pinned Ends
752(13)
Columns with Other Support Conditions
765(11)
Columns with Eccentric Axial Loads
776(5)
The Secant Formula for Columns
781(6)
Elastic and Inelastic Column Behavior
787(2)
Inelstic Buckling
789(6)
Design Formulas for Columns
795(33)
Problems
813(15)
Review of Centroids and Moments of Inertia
828(31)
Introduction
828(1)
Centroids of Plane Areas
829(3)
Centroids of Composite Areas
832(3)
Moments of Inertia of Plane Areas
835(3)
Parallel-Axis Theorem for Moments of Inertia
838(3)
Polar Moments of Inertia
841(2)
Products of Inertia
843(3)
Rotation of Axes
846(2)
Principal Axes and Principal Moments of Inertia
848(11)
Problems
852(7)
References and Historical Notes
859(8)
Appendix A Systems of Units and Conversion Factors
867(14)
A.1 Systems of Units
867(1)
A.2 SI Units
868(7)
A.3 U.S. Customary Units
875(2)
A.4 Temperature Units
877(1)
A.5 Conversions Between Units
878(3)
Appendix B Problem Solving
881(6)
B.1 Types of Problems
881(1)
B.2 Steps in Solving Problems
882(1)
B.3 Dimensional Homogeneity
883(1)
B.4 Significant Digits
884(2)
B.5 Rounding of Numbers
886(1)
Appendix C Mathematical Formulas
887(4)
Appendix D Properties of Plane Areas
891(6)
Appendix E Properties of Structural-Steel Shapes
897(6)
Appendix F Properties of Structural Lumber
903(2)
Appendix G Deflections and Slopes of Beams
905(6)
Appendix H Properties of Materials
911(6)
Answers to Problems 917(16)
Name Index 933(2)
Subject Index 935