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Loose Leaf for Mechanics of Materials 8th ed. [köitmata]

  • Formaat: Loose-leaf, 896 pages, kõrgus x laius x paksus: 251x196x30 mm, kaal: 1361 g
  • Ilmumisaeg: 04-Jan-2019
  • Kirjastus: McGraw-Hill Education
  • ISBN-10: 1260403866
  • ISBN-13: 9781260403862
Teised raamatud teemal:
  • Formaat: Loose-leaf, 896 pages, kõrgus x laius x paksus: 251x196x30 mm, kaal: 1361 g
  • Ilmumisaeg: 04-Jan-2019
  • Kirjastus: McGraw-Hill Education
  • ISBN-10: 1260403866
  • ISBN-13: 9781260403862
Teised raamatud teemal:

Mechanics of Materials provides a precise presentation of subjects illustrated with numerous engineering examples that students both understand and relate to theory and application. The tried and true methodology for presenting material gives students the best opportunity to succeed in this course. From the detailed examples, to the homework problems, to the carefully developed solutions manual, instructors and students can be confident the material is clearly explained and accurately represented.

McGraw-Hill Education's Connect, is also available as an optional, add on item. Connect is the only integrated learning system that empowers students by continuously adapting to deliver precisely what they need, when they need it, how they need it, so that class time is more effective. Connect allows the professor to assign homework, quizzes, and tests easily and automatically grades and records the scores of the student's work. Problems are randomized to prevent sharing of answers an may also have a "multi-step solution" which helps move the students' learning along if they experience difficulty.

Preface vii
Guided Tour xii
List of Symbols
xiv
1 Introduction---Concept of Stress
3(54)
1.1 Review of The Methods of Statics
4(3)
1.2 Stresses in the Members of a Structure
7(20)
1.3 Stress on an Oblique Plane Under Axial Loading
27(1)
1.4 Stress Under General Loading Conditions; Components of Stress
28(3)
1.5 Design Considerations
31(26)
Review and Summary
45(12)
2 Stress and Strain---Axial Loading
57(92)
2.1 An Introduction to Stress and Strain
59(21)
2.2 Statically Indeterminate Problems
80(4)
2.3 Problems Involving Temperature Changes
84(12)
2.4 Poisson's Ratio
96(1)
2.5 Multiaxial Loading: Generalized Hooke's Law
97(2)
*2.6 Dilatation and Bulk Modulus
99(2)
2.7 Shearing Strain
101(3)
2.8 Deformations Under Axial Loading---Relation Between E, v, and G
104(2)
*2.9 Stress-Strain Relationships for Fiber-Reinforced Composite Materials
106(11)
2.10 Stress and Strain Distribution Under Axial Loading: Saint-Venant's Principle
117(2)
2.11 Stress Concentrations
119(2)
2.12 Plastic Deformations
121(3)
*2.13 Residual Stresses
124(25)
Review and Summary
135(14)
3 Torsion
149(88)
3.1 Circular Shafts in Torsion
152(16)
3.2 Angle of Twist in the Elastic Range
168(3)
3.3 Statically Indeterminate Shafts
171(15)
3.4 Design of Transmission Shafts
186(2)
3.5 Stress Concentrations in Circular Shafts
188(8)
*3.6 Plastic Deformations in Circular Shafts
196(1)
*3.7 Circular Shafts Made of an Elastoplastic Material
197(3)
*3.8 Residual Stresses in Circular Shafts
200(10)
*3.9 Torsion of Noncircular Members
210(2)
*3.10 Thin-Walled Hollow Shafts
212(25)
Review and Summary
224(13)
4 Pure Bending
237(110)
4.1 Symmetric Members in Pure Bending
240(4)
4.2 Stresses and Deformations in the Elastic Range
244(4)
4.3 Deformations in a Transverse Cross Section
248(11)
4.4 Members Made of Composite Materials
259(4)
4.5 Stress Concentrations
263(10)
*4.6 Plastic Deformations
273(18)
4.7 Eccentric Axial Loading in a Plane of Symmetry
291(12)
4.8 Unsymmetric Bending Analysis
303(5)
4.9 General Case of Eccentric Axial Loading Analysis
308(12)
*4.10 Curved Members
320(27)
Review and Summary
335(12)
5 Analysis and Design of Beams for Bending
347(70)
5.1 Shear and Bending-Moment Diagrams
350(12)
5.2 Relationships Between Load, Shear, and Bending Moment
362(11)
5.3 Design of Prismatic Beams for Bending
373(12)
*5.4 Singularity Functions Used to Determine Shear and Bending Moment
385(13)
*5.5 Nonprismatic Beams
398(19)
Review and Summary
408(9)
6 Shearing Stresses in Beams and Thin-Walled Members
417(140)
6.1 Horizontal Shearing Stress in Beams
420(6)
*6.2 Distribution of Stresses in a Narrow Rectangular Beam
426(11)
6.3 Longitudinal Shear on a Beam Element of Arbitrary Shape
437(2)
6.4 Shearing Stresses in Thin-Walled Members
439(2)
*6.5 Plastic Deformations
441(13)
*6.6 Unsymmetric Loading of Thin-Walled Members and Shear Center
454(23)
Review and Summary
467(10)
*7 Transformations of Stress and Strain
477(3)
7.1 Transformation of Plane Stress
480(12)
7.2 Mohr's Circle for Plane Stress
492(11)
7.3 General State of Stress
503(1)
7.4 Three-Dimensional Analysis of Stress
504(3)
*7.5 Theories of Failure
507(13)
7.6 Stresses in Thin-Walled Pressure Vessels
520(9)
*7.7 Transformation of Plane Strain
529(5)
*7.8 Three-Dimensional Analysis of Strain
534(4)
*7.9 Measurements of Strain; Strain Rosette
538(19)
Review and Summary
546(11)
8 Principal Stresses Under a Given Loading
557(42)
8.1 Principal Stresses in a Beam
559(3)
8.2 Design of Transmission Shafts
562(13)
8.3 Stresses Under Combined Loads
575(24)
Review and Summary
591(8)
9 Deflection of Beams
599(92)
9.1 Deformation Under Transverse Loading
602(9)
9.2 Statically Indeterminate Beams
611(12)
*9.3 Singularity Functions to Determine Slope and Deflection
623(12)
9.4 Method of Superposition
635(14)
*9.5 Moment-Area Theorems
649(15)
*9.6 Moment-Area Theorems Applied to Beams with Unsymmetric Loadings
664(27)
Review and Summary
679(12)
10 Columns
691(68)
10.1 Stability of Structures
692(17)
*10.2 Eccentric Loading and the Secant Formula
709(13)
10.3 Centric Load Design
722(17)
10.4 Eccentric Load Design
739(20)
Review and Summary
750(9)
11 Energy Methods
759(1)
11.1 Strain Energy
760(3)
11.2 Elastic Strain Energy
763(7)
11.3 Strain Energy for a General State of Stress
770(14)
11.4 Impact Loads
784(4)
11.5 Single Loads
788(14)
*11.6 Work and Energy Under Multiple Loads
802(2)
*11.7 Castigliano's Theorem
804(2)
*11.8 Deflections by Castigliano's Theorem
806(4)
*11.9 Statically Indeterminate Structures
810(13)
Review and Summary
823
Appendices
1(1)
A Principal Units Used in Mechanics
2(2)
B Centroids and Moments of Areas
4(11)
C Centroids and Moments of Inertia of Common Geometric Shapes
15(2)
D Typical Properties of Selected Materials Used in Engineering
17(4)
E Properties of Rolled-Steel Shapes
21(12)
F Beam Deflections and Slopes
33(1)
G Fundamentals of Engineering Examination
34
Answers to Problems 1(1)
Index 1