{"product_id":"mechanics-of-materials-9780471721154","title":"Mechanics of Materials","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003e\u003ci\u003eMechanics of Materials\u003c\/i\u003e teaches concepts and problem-solving skills with practical applications. The text provides a wide variety of worked examples, case studies, and homework problems to motivate students and help them develop their problem-solving skills. \u003ci\u003eMechanics of Materials\u003c\/i\u003e provides a visual, concise, and technically accurate presentation which appeals to today's student.\u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003e\u003cp\u003ePREFACE vii\u003c\/p\u003e \u003cp\u003eLIST OF SYMBOLS xix\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1 INTRODUCTION 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Mechanics of Materials 2\u003c\/p\u003e \u003cp\u003e1.2 Scope of the Book 3\u003c\/p\u003e \u003cp\u003e1.3 Methods of Analysis 4\u003c\/p\u003e \u003cp\u003e1.4 Engineering Design 5\u003c\/p\u003e \u003cp\u003e1.5 Review of Static Equilibrium 6\u003c\/p\u003e \u003cp\u003e1.6 Internal Force Resultants 10\u003c\/p\u003e \u003cp\u003e1.7 Problem Formulation and Solution 13\u003c\/p\u003e \u003cp\u003e1.8 Application to Simple Structures 15\u003c\/p\u003e \u003cp\u003eChapter Summary 26\u003c\/p\u003e \u003cp\u003eReferences 27\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2 CONCEPT OF STRESS 28\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Introduction 29\u003c\/p\u003e \u003cp\u003e2.2 Internal Axial Forces 29\u003c\/p\u003e \u003cp\u003e2.3 Normal Stress 31\u003c\/p\u003e \u003cp\u003e2.4 Bearing Stress in Connections 37\u003c\/p\u003e \u003cp\u003e2.5 Shearing Stress 38\u003c\/p\u003e \u003cp\u003e2.6 Stresses in Simple Structures 43\u003c\/p\u003e \u003cp\u003e2.7 Allowable Stress and Factor of Safety 52\u003c\/p\u003e \u003cp\u003e2.8 Design of Bars for Axial Loading 56\u003c\/p\u003e \u003cp\u003e2.9 Case Studies 60\u003c\/p\u003e \u003cp\u003e2.10 Stress under General Loading 68\u003c\/p\u003e \u003cp\u003eChapter Summary 77\u003c\/p\u003e \u003cp\u003eReferences 78\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3 STRAIN AND MATERIAL PROPERTIES 79\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Introduction 80\u003c\/p\u003e \u003cp\u003e3.2 Deformation 80\u003c\/p\u003e \u003cp\u003e3.3 Strain 81\u003c\/p\u003e \u003cp\u003e3.4 Components of Strain 84\u003c\/p\u003e \u003cp\u003e3.5 Materials 89\u003c\/p\u003e \u003cp\u003e3.6 Stress–Strain Diagrams 90\u003c\/p\u003e \u003cp\u003e3.7 True Stress and True Strain 97\u003c\/p\u003e \u003cp\u003e3.8 Elastic versus Plastic Behavior 98\u003c\/p\u003e \u003cp\u003e3.9 Hooke’s Law 99\u003c\/p\u003e \u003cp\u003e3.10 Poisson’s Ratio 102\u003c\/p\u003e \u003cp\u003e3.11 Generalized Hooke’s Law 108\u003c\/p\u003e \u003cp\u003e3.12 Strain Energy 113\u003c\/p\u003e \u003cp\u003e3.13 Impact Strength 115\u003c\/p\u003e \u003cp\u003e3.14 Fatigue 116\u003c\/p\u003e \u003cp\u003e3.15 Permanent Deformation 119\u003c\/p\u003e \u003cp\u003e3.16 General Properties of Materials 121\u003c\/p\u003e \u003cp\u003e3.17 Selecting Materials 122\u003c\/p\u003e \u003cp\u003eChapter Summary 127\u003c\/p\u003e \u003cp\u003eReferences 129\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4 AXIALLY LOADED MEMBERS 130\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Introduction 131\u003c\/p\u003e \u003cp\u003e4.2 Deformation of Axially Loaded Members 131\u003c\/p\u003e \u003cp\u003e4.3 Statically Indeterminate Structures 143\u003c\/p\u003e \u003cp\u003e4.4 Method of Superposition 147\u003c\/p\u003e \u003cp\u003e4.5 Thermal Deformation and Stress 148\u003c\/p\u003e \u003cp\u003e4.6 Stresses on Inclined Planes 156\u003c\/p\u003e \u003cp\u003e4.7 Saint-Venant’s Principle 159\u003c\/p\u003e \u003cp\u003e4.8 Stress Concentrations 160\u003c\/p\u003e \u003cp\u003e4.9 Ductility and Design 164\u003c\/p\u003e \u003cp\u003e4.10 Plastic Deformation and Residual Stress 165\u003c\/p\u003e \u003cp\u003eChapter Summary 172\u003c\/p\u003e \u003cp\u003eReferences 173\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5 TORSION 174\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction 175\u003c\/p\u003e \u003cp\u003e5.2 Deformation of a Circular Shaft 175\u003c\/p\u003e \u003cp\u003e5.3 The Torsion Formula 178\u003c\/p\u003e \u003cp\u003e5.4 Axial and Transverse Shear Stresses 180\u003c\/p\u003e \u003cp\u003e5.5 Stresses on Inclined Planes 183\u003c\/p\u003e \u003cp\u003e5.6 Angle of Twist 188\u003c\/p\u003e \u003cp\u003e5.7 Statically Indeterminate Shafts 196\u003c\/p\u003e \u003cp\u003e5.8 Design of Circular Shafts 202\u003c\/p\u003e \u003cp\u003e5.9 Stress Concentrations 206\u003c\/p\u003e \u003cp\u003e5.10 Inelastic Torsion of Circular Shafts 211\u003c\/p\u003e \u003cp\u003e5.11 Torsion of Noncircular Solid Bars 215\u003c\/p\u003e \u003cp\u003e5.12 Thin-Walled Hollow Members 218\u003c\/p\u003e \u003cp\u003eChapter Summary 228\u003c\/p\u003e \u003cp\u003eReferences 230\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6 SHEAR AND MOMENT IN BEAMS 231\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction 232\u003c\/p\u003e \u003cp\u003e6.2 Classification of Beams 232\u003c\/p\u003e \u003cp\u003e6.3 Calculation of Beam Reactions 233\u003c\/p\u003e \u003cp\u003e6.4 Shear Force and Bending Moment 238\u003c\/p\u003e \u003cp\u003e6.5 Load, Shear, and Moment Relationships 243\u003c\/p\u003e \u003cp\u003e6.6 Shear and Moment Diagrams 245\u003c\/p\u003e \u003cp\u003e6.7 Discontinuity Functions 259\u003c\/p\u003e \u003cp\u003eChapter Summary 268\u003c\/p\u003e \u003cp\u003eReferences 270\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7 STRESSES IN BEAMS 271\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction 272\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART A Pure Bending 273\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.2 Beam Deformation in Pure Bending 273\u003c\/p\u003e \u003cp\u003e7.3 Assumptions of Beam Theory 275\u003c\/p\u003e \u003cp\u003e7.4 Normal Strain in Beams 276\u003c\/p\u003e \u003cp\u003e7.5 Normal Stress in Beams 280\u003c\/p\u003e \u003cp\u003e7.6 Stress Concentrations in Bending 285\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART B Shear and Bending 292\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.7 Shear Stresses in Beams 292\u003c\/p\u003e \u003cp\u003e7.8 Shear Stress Distribution in Rectangular Beams 297\u003c\/p\u003e \u003cp\u003e7.9 Shear Stresses in Beams of Circular Cross Section 299\u003c\/p\u003e \u003cp\u003e7.10 Shear Stress Distribution in Flanged Beams 300\u003c\/p\u003e \u003cp\u003e7.11 Comparison of Shear and Bending Stresses 304\u003c\/p\u003e \u003cp\u003e7.12 Design of Prismatic Beams 308\u003c\/p\u003e \u003cp\u003e7.13 Design of Beams of Constant Strength 311\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART C Special Topics 321\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.14 Composite Beams 321\u003c\/p\u003e \u003cp\u003e7.15 Reinforced Concrete Beams 325\u003c\/p\u003e \u003cp\u003e7.16 Unsymmetric Bending 327\u003c\/p\u003e \u003cp\u003e7.17 Shear Center 332\u003c\/p\u003e \u003cp\u003e7.18 Inelastic Bending 334\u003c\/p\u003e \u003cp\u003e7.19 Curved Beams 341\u003c\/p\u003e \u003cp\u003eChapter Summary 356\u003c\/p\u003e \u003cp\u003eReferences 359\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8 TRANSFORMATION OF STRESS AND STRAIN 360\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 361\u003c\/p\u003e \u003cp\u003e8.2 Plane Stress 361\u003c\/p\u003e \u003cp\u003e8.3 Principal Stresses 367\u003c\/p\u003e \u003cp\u003e8.4 Maximum Shear Stress 368\u003c\/p\u003e \u003cp\u003e8.5 Mohr’s Circle for Plane Stress 370\u003c\/p\u003e \u003cp\u003e8.6 Absolute Maximum Shear Stress 383\u003c\/p\u003e \u003cp\u003e8.7 Principal Stresses for a General State of Stress 384\u003c\/p\u003e \u003cp\u003e8.8 Thin-Walled Pressure Vessels 385\u003c\/p\u003e \u003cp\u003e8.9 Thick-Walled Pressure Vessels 393\u003c\/p\u003e \u003cp\u003e8.10 Plane Strain 402\u003c\/p\u003e \u003cp\u003e8.11 Mohr’s Circle for Plane Strain 405\u003c\/p\u003e \u003cp\u003e8.12 Measurement of Strain;Strain Rosette 409\u003c\/p\u003e \u003cp\u003e8.13 Relation Involving E, n, and G 412\u003c\/p\u003e \u003cp\u003eChapter Summary 416\u003c\/p\u003e \u003cp\u003eReferences 418\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9 COMBINED LOADINGS AND FAILURE CRITERIA 419\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction 420\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePART A Combined Stresses 421\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.2 Axial and Torsional Loads 421\u003c\/p\u003e \u003cp\u003e9.3 Direct Shear and Torsional Loads: Helical Springs 427\u003c\/p\u003e \u003cp\u003e9.4 Axial, Transverse, and Torsional Loads 431\u003c\/p\u003e \u003cp\u003e9.5 Transverse Shear and Bending MomentLoads: Principal Stresses in Beams 437\u003c\/p\u003e \u003cp\u003e9.6 Eccentric Axial Loads 440\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePARTB Failure Theories inDesign 450\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.7 Material Failure 450\u003c\/p\u003e \u003cp\u003e9.8 Yield Criteria for Ductile Materials 451\u003c\/p\u003e \u003cp\u003e9.9 Fracture Criteria for Brittle Materials 454\u003c\/p\u003e \u003cp\u003e9.10 Design of Transmission Shafts 460\u003c\/p\u003e \u003cp\u003eChapter Summary 468\u003c\/p\u003e \u003cp\u003eReferences 470\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10 DEFLECTIONS OF BEAMS 471\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Introduction 472\u003c\/p\u003e \u003cp\u003e10.2 The Elastic Curve 472\u003c\/p\u003e \u003cp\u003e10.3 Boundary Conditions 473\u003c\/p\u003e \u003cp\u003e10.4 Method of Integration 476\u003c\/p\u003e \u003cp\u003e10.5 Use of Discontinuity Functions 487\u003c\/p\u003e \u003cp\u003e10.6 Method of Superposition 493\u003c\/p\u003e \u003cp\u003e10.7 Statically Indeterminate Beams 496\u003c\/p\u003e \u003cp\u003e10.8 Statically Indeterminate Beams—Method of Integration 497\u003c\/p\u003e \u003cp\u003e10.9 Statically Indeterminate Beams—Method of Superposition 507\u003c\/p\u003e \u003cp\u003e10.10 Moment–Area Method 514\u003c\/p\u003e \u003cp\u003e10.11 Statically Indeterminate Beams—Moment–Area Method 525\u003c\/p\u003e \u003cp\u003e10.12 Continuous Beams 527\u003c\/p\u003e \u003cp\u003eChapter Summary 535\u003c\/p\u003e \u003cp\u003eReferences 536\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11 BUCKLING OF COLUMNS 537\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction 538\u003c\/p\u003e \u003cp\u003e11.2 Stability of Structures 538\u003c\/p\u003e \u003cp\u003e11.3 Pin-Ended Columns 540\u003c\/p\u003e \u003cp\u003e11.4 Columns with Other End Conditions 542\u003c\/p\u003e \u003cp\u003e11.5 Critical Stress: Classification of Columns 547\u003c\/p\u003e \u003cp\u003e11.6 Eccentric Loaded Columns and the Secant Formula 558\u003c\/p\u003e \u003cp\u003e11.7 Design of Columns for Centric Loading 564\u003c\/p\u003e \u003cp\u003e11.8 Design of Columns for Eccentric Loading 569\u003c\/p\u003e \u003cp\u003eChapter Summary 574\u003c\/p\u003e \u003cp\u003eReferences 575\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12 ENERGY METHODS AND IMPACT 576\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction 577\u003c\/p\u003e \u003cp\u003e12.2 Strain Energy under Axial Loading 577\u003c\/p\u003e \u003cp\u003e12.3 Strain Energy in Circular Shafts 580\u003c\/p\u003e \u003cp\u003e12.4 Strain Energy in Beams 581\u003c\/p\u003e \u003cp\u003e12.5 Strain Energy for a General State of Stress 584\u003c\/p\u003e \u003cp\u003e12.6 Conservation of Energy 589\u003c\/p\u003e \u003cp\u003e12.7 Displacement under a Single Load by the Work–Energy Method 590\u003c\/p\u003e \u003cp\u003e12.8 Displacements by Castigliano’s Theorem 593\u003c\/p\u003e \u003cp\u003e12.9 Unit-Load Method 599\u003c\/p\u003e \u003cp\u003e12.10 Statically Indeterminate Structures 602\u003c\/p\u003e \u003cp\u003e12.11 Impact Loading 609\u003c\/p\u003e \u003cp\u003e12.12 Longitudinal and Bending Impact 610\u003c\/p\u003e \u003cp\u003eChapter Summary 621\u003c\/p\u003e \u003cp\u003eReferences 623\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13 FINITE ELEMENT ANALYSIS 624\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 625\u003c\/p\u003e \u003cp\u003e13.2 The Bar Element 626\u003c\/p\u003e \u003cp\u003e13.3 Two-Dimensional Bar Element 627\u003c\/p\u003e \u003cp\u003e13.4 Axial Force in the Bar Element 630\u003c\/p\u003e \u003cp\u003e13.5 Formulation of the Finite Element Method 631\u003c\/p\u003e \u003cp\u003e13.6 Beam Elements 644\u003c\/p\u003e \u003cp\u003eChapter Summary 652\u003c\/p\u003e \u003cp\u003eReferences 653\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix A PROPERTIES OF AREAS 655\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eA.1 Centroid of an Area 655\u003c\/p\u003e \u003cp\u003eA.2 Moments of Inertia and Radius of Gyration 658\u003c\/p\u003e \u003cp\u003eA.3 Parallel-Axis Theorem 660\u003c\/p\u003e \u003cp\u003eA.4 Principal Moments of Inertia 662\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix B TABLES 667\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eB.1 Principal SI Units Used in Mechanics 668\u003c\/p\u003e \u003cp\u003eB.2 SI Prefixes 668\u003c\/p\u003e \u003cp\u003eB.3 Conversion Factors between U.S. Customary and SI Units 669\u003c\/p\u003e \u003cp\u003eB.4 Properties of Selected Engineering Materials 670\u003c\/p\u003e \u003cp\u003eB.5 Materials and Selected Members of Each Class 672\u003c\/p\u003e \u003cp\u003eB.6 Properties of Areas 674\u003c\/p\u003e \u003cp\u003eB.7 Properties of Selected Steel Pipe and Tubing 675\u003c\/p\u003e \u003cp\u003eB.8 Properties of Steel W Shapes, Wide-Flange Sections 676\u003c\/p\u003e \u003cp\u003eB.9 Properties of Steel S Shapes, American Standard I-Beams 678\u003c\/p\u003e \u003cp\u003eB.10 Properties of Steel C Shapes, American Standard Channels 680\u003c\/p\u003e \u003cp\u003eB.11 Properties of Steel L Shapes, Angles with Equal Legs 682\u003c\/p\u003e \u003cp\u003eB.12 Properties of Steel L Shapes, Angles with Unequal Legs 684\u003c\/p\u003e \u003cp\u003eB.13 Properties of Structural Lumber 686\u003c\/p\u003e \u003cp\u003eB.14 Deflections and Slopes of Beams 687\u003c\/p\u003e \u003cp\u003eB.15 Reactions and Deflections of Statically Indeterminate Beams 689\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix C MATRIX ALGEBRA 690\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eC.1 Definition of a Matrix 690\u003c\/p\u003e \u003cp\u003eC.2 Determinant of a Matrix 691\u003c\/p\u003e \u003cp\u003eC.3 Matrix Operations 693\u003c\/p\u003e \u003cp\u003eC.4 Simultaneous Linear Equations 695\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix D FUNDAMENTALS OF ENGINEERING EXAMINATION 697\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eANSWERS TO SELECTED EVEN-NUMBERED PROBLEMS 698\u003c\/p\u003e \u003cp\u003eINDEX 711\u003c\/p\u003e","brand":"John Wiley \u0026 Sons Inc","offers":[{"title":"Default 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