Mechanics of Materials in SI Units, 10th Edition
by R. C. Hibbeler
CONTENTS
Stress 21
Chapter Objectives 21
1.1 Introduction 21
1.2 Equilibrium of a Deformable Body 22
1.3 Stress 40
1.4 Average Normal Stress in an Axially Loaded Bar 42
1.5 Average Shear Stress 50
1.6 Allowable Stress Design 64
1.7 Limit State Design 66
1
Strain 87
Chapter Objectives 87
2.1 Deformation 87
2.2 Strain 88
2
Mechanical Properties of Materials 103
Chapter Objectives 103
3.1 The Tension and Compression Test 103
3.2 The Stress–Strain Diagram 105
3.3 Stress–Strain Behavior of Ductile and Brittle Materials 109
3.4 Strain Energy 113
3.5 Poisson’s Ratio 124
3.6 The Shear Stress–Strain Diagram 126
*3.7 Failure of Materials Due to Creep and Fatigue 129
4
Axial Load 141
Chapter Objectives 141
4.1 Saint-Venant’s Principle 141
4.2 Elastic Deformation of an Axially Loaded
Member 143
4.3 Principle of Superposition 158
4.4 Statically Indeterminate Axially Loaded
Members 158
4.5 The Force Method of Analysis for Axially Loaded Members 165
4.6 Thermal Stress 173
4.7 Stress Concentrations 180
*4.8 Inelastic Axial Deformation 183
*4.9 Residual Stress 185
5
Torsion 201
Chapter Objectives 201
5.1 Torsional Deformation of a Circular Shaft 201
5.2 The Torsion Formula 204
5.3 Power Transmission 212
5.4 Angle of Twist 224
5.5 Statically Indeterminate Torque-Loaded Members 240
*5.6 Solid Noncircular Shafts 247
*5.7 Thin-Walled Tubes Having Closed Cross Sections 250
5.8 Stress Concentration 260
*5.9 Inelastic Torsion 263
*5.10 Residual Stress 265
6
Bending 281
Chapter Objectives 281
6.1 Shear and Moment Diagrams 281
6.2 Graphical Method for Constructing Shear and Moment Diagrams 288
6.3 Bending Deformation of a Straight Member 307
6.4 The Flexure Formula 311
6.5 Unsymmetric Bending 328
*6.6 Composite Beams 338
*6.7 Reinforced Concrete Beams 341
*6.8 Curved Beams 345
6.9 Stress Concentrations 352
*6.10 Inelastic Bending 362
7 Transverse Shear 385
Chapter Objectives 385
7.1 Shear in Straight Members 385
7.2 The Shear Formula 386
7.3 Shear Flow in Built-Up Members 404
7.4 Shear Flow in Thin-Walled Members 413
*7.5 Shear Center for Open Thin-Walled
Members 418
8 Combined Loadings 431
Chapter Objectives 431
8.1 Thin-Walled Pressure Vessels 431
8.2 State of Stress Caused by Combined Loadings 438
9 Stress Transformation 463
Chapter Objectives 463
9.1 Plane-Stress Transformation 463
9.2 General Equations of Plane-Stress
Transformation 468
9.3 Principal Stresses and Maximum In-Plane
Shear Stress 471
9.4 Mohr’s Circle—Plane Stress 487
9.5 Absolute Maximum Shear Stress 499
10
Strain Transformation 511
Chapter Objectives 511
10.1 Plane Strain 511
10.2 General Equations of Plane-Strain
Transformation 512
*10.3 Mohr’s Circle—Plane Strain 520
*10.4 Absolute Maximum Shear Strain 528
10.5 Strain Rosettes 530
10.6 Material Property Relationships 534
*10.7 Theories of Failure 546
11
Design of Beams and
Shafts 563
Chapter Objectives 563
11.1 Basis for Beam Design 563
11.2 Prismatic Beam Design 566
*11.3 Fully Stressed Beams 580
*11.4 Shaft Design 584
12 Deflection of Beams and Shafts 595
Chapter Objectives 595
12.1 The Elastic Curve 595
12.2 Slope and Displacement by
Integration 599
*12.3 Discontinuity Functions 617
*12.4 Slope and Displacement by the
Moment-Area Method 629
12.5 Method of Superposition 644
12.6 Statically Indeterminate Beams
and Shafts 652
12.7 Statically Indeterminate Beams and
Shafts—Method of Integration 653
*12.8 Statically Indeterminate Beams and
Shafts—Moment-Area Method 658
12.9 Statically Indeterminate Beams and
Shafts—Method of Superposition 664
13 Buckling of Columns 683
Chapter Objectives 683
13.1 Critical Load 683
13.2 Ideal Column with Pin Supports 686
13.3 Columns Having Various Types of Supports 692
*13.4 The Secant Formula 704
*13.5 Inelastic Buckling 710
*13.6 Design of Columns for Concentric Loading 718
*13.7 Design of Columns for Eccentric Loading 728
14 Energy Methods 741
Chapter Objectives 741
14.1 External Work and Strain Energy 741
14.2 Elastic Strain Energy for Various Types
of Loading 746
14.3 Conservation of Energy 759
14.4 Impact Loading 766
*14.5 Principle of Virtual Work 777
*14.6 Method of Virtual Forces Applied to Trusses 780
*14.7 Method of Virtual Forces Applied to Beams 788
*14.8 Castigliano’s Theorem 797
*14.9 Castigliano’s Theorem Applied to Trusses 799
*14.10 Castigliano’s Theorem Applied to Beams 802
Appendix
A Geometric Properties of an Area 810
B Geometric Properties of Structural
Shapes 824
C Slopes and Deflections of Beams 829
Solutions and Answers for
Preliminary Problems 831
Fundamental Problems Partial
Solutions and Answers 841
Selected Answers 863
Index 883
Solution Manual
Mechanics of Materials in SI Units, 10th Edition PDF by R. C. Hibbeler
(Available)