{"product_id":"mechanics-of-materials-isbn-9780471721154","title":"Mechanics of Materials","description":"\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. \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 \u003cb\u003eAnsel C. Ugural, Ph.D.\u003c\/b\u003e, is Research Professor at New Jersey Institute of Technology. He has held various faculty and administrative positions at Fairleigh Dickinson University, and he taught at the University of Wisconsin. Ugural has considerable industrial experience in both full-time and consulting capacities.","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47989596553445,"sku":"NP9780471721154","price":216.0,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9780471721154.jpg?v=1761784745","url":"https:\/\/k12savings.com\/es\/products\/mechanics-of-materials-isbn-9780471721154","provider":"K12savings","version":"1.0","type":"link"}