{"product_id":"mechanics-of-materials-9781119723042","title":"Mechanics of Materials","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003e\u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003e\u003cp\u003e\u003cb\u003e1 \u003c\/b\u003e\u003cb\u003eStress 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Introduction 1\u003c\/p\u003e \u003cp\u003e1.2 Normal Stress Under Axial Loading 2\u003c\/p\u003e \u003cp\u003e1.3 Direct Shear Stress 8\u003c\/p\u003e \u003cp\u003e1.4 Bearing Stress 13\u003c\/p\u003e \u003cp\u003e1.5 Stresses on Inclined Sections 17\u003c\/p\u003e \u003cp\u003e1.6 Equality of Shear Stresses on Perpendicular Planes 20\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 \u003c\/b\u003e\u003cb\u003eStrain 25\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Displacement, Deformation, and the Concept of Strain 25\u003c\/p\u003e \u003cp\u003e2.2 Normal Strain 27\u003c\/p\u003e \u003cp\u003e2.3 Shear Strain 32\u003c\/p\u003e \u003cp\u003e2.4 Thermal Strain 35\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 \u003c\/b\u003e\u003cb\u003eMechanical Properties of Materials 37\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 The Tension Test 37\u003c\/p\u003e \u003cp\u003e3.2 The Stress–Strain Diagram 40\u003c\/p\u003e \u003cp\u003e3.3 Hooke’s Law 48\u003c\/p\u003e \u003cp\u003e3.4 Poisson’s Ratio 49\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 \u003c\/b\u003e\u003cb\u003eDesign Concepts 55\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Introduction 55\u003c\/p\u003e \u003cp\u003e4.2 Types of Loads 56\u003c\/p\u003e \u003cp\u003e4.3 Safety 58\u003c\/p\u003e \u003cp\u003e4.4 Allowable Stress Design 58\u003c\/p\u003e \u003cp\u003e4.5 Load and Resistance Factor Design 65\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 \u003c\/b\u003e\u003cb\u003eAxial Deformation 71\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction 71\u003c\/p\u003e \u003cp\u003e5.2 Saint-Venant’s Principle 72\u003c\/p\u003e \u003cp\u003e5.3 Deformations in Axially Loaded Bars 74\u003c\/p\u003e \u003cp\u003e5.4 Deformations in a System of Axially Loaded Bars 81\u003c\/p\u003e \u003cp\u003e5.5 Statically Indeterminate Axially Loaded Members 88\u003c\/p\u003e \u003cp\u003e5.6 Thermal Effects on Axial Deformation 101\u003c\/p\u003e \u003cp\u003e5.7 Stress Concentrations 110\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 \u003c\/b\u003e\u003cb\u003eTorsion 115\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction 115\u003c\/p\u003e \u003cp\u003e6.2 Torsional Shear Strain 117\u003c\/p\u003e \u003cp\u003e6.3 Torsional Shear Stress 118\u003c\/p\u003e \u003cp\u003e6.4 Stresses on Oblique Planes 120\u003c\/p\u003e \u003cp\u003e6.5 Torsional Deformations 122\u003c\/p\u003e \u003cp\u003e6.6 Torsion Sign Conventions 124\u003c\/p\u003e \u003cp\u003e6.7 Gears in Torsion Assemblies 133\u003c\/p\u003e \u003cp\u003e6.8 Power Transmission 138\u003c\/p\u003e \u003cp\u003e6.9 Statically Indeterminate Torsion Members 142\u003c\/p\u003e \u003cp\u003e6.10 Stress Concentrations in Circular Shafts Under Torsional Loadings 155\u003c\/p\u003e \u003cp\u003e6.11 Torsion of Noncircular Sections 158\u003c\/p\u003e \u003cp\u003e6.12 Torsion of Thin-Walled Tubes: Shear Flow 161\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 \u003c\/b\u003e\u003cb\u003eEquilibrium of Beams 165\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction 165\u003c\/p\u003e \u003cp\u003e7.2 Shear and Moment in Beams 167\u003c\/p\u003e \u003cp\u003e7.3 Graphical Method for Constructing Shear and Moment Diagrams 176\u003c\/p\u003e \u003cp\u003e7.4 Discontinuity Functions to Represent Load, Shear, and Moment 194\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 \u003c\/b\u003e\u003cb\u003eBending 205\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 205\u003c\/p\u003e \u003cp\u003e8.2 Flexural Strains 207\u003c\/p\u003e \u003cp\u003e8.3 Normal Stresses in Beams 208\u003c\/p\u003e \u003cp\u003e8.4 Analysis of Bending Stresses in Beams 220\u003c\/p\u003e \u003cp\u003e8.5 Introductory Beam Design for Strength 230\u003c\/p\u003e \u003cp\u003e8.6 Flexural Stresses in Beams of Two Materials 234\u003c\/p\u003e \u003cp\u003e8.7 Bending Due to an Eccentric Axial Load 244\u003c\/p\u003e \u003cp\u003e8.8 Unsymmetric Bending 251\u003c\/p\u003e \u003cp\u003e8.9 Stress Concentrations Under Flexural Loadings 259\u003c\/p\u003e \u003cp\u003e8.10 Bending of Curved Bars 263\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 \u003c\/b\u003e\u003cb\u003eShear Stress in Beams 271\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction 271\u003c\/p\u003e \u003cp\u003e9.2 Resultant Forces Produced by Bending Stresses 272\u003c\/p\u003e \u003cp\u003e9.3 The Shear Stress Formula 277\u003c\/p\u003e \u003cp\u003e9.4 The First Moment of Area, \u003ci\u003eQ \u003c\/i\u003e282\u003c\/p\u003e \u003cp\u003e9.5 Shear Stresses in Beams of Rectangular Cross Section 284\u003c\/p\u003e \u003cp\u003e9.6 Shear Stresses in Beams of Circular Cross Section 288\u003c\/p\u003e \u003cp\u003e9.7 Shear Stresses in Webs of Flanged Beams 289\u003c\/p\u003e \u003cp\u003e9.8 Shear Flow in Built-Up Members 294\u003c\/p\u003e \u003cp\u003e9.9 Shear Stress and Shear Flow in Thin-Walled Members 302\u003c\/p\u003e \u003cp\u003e9.10 Shear Centers of Thin-Walled Open Sections 319\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 \u003c\/b\u003e\u003cb\u003eBeam Deflections 331\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Introduction 331\u003c\/p\u003e \u003cp\u003e10.2 Moment–Curvature Relationship 332\u003c\/p\u003e \u003cp\u003e10.3 The Differential Equation of the Elastic Curve 332\u003c\/p\u003e \u003cp\u003e10.4 Determining Deflections by Integration of a Moment Equation 336\u003c\/p\u003e \u003cp\u003e10.5 Determining Deflections by Integration of Shear-Force or Load Equations 348\u003c\/p\u003e \u003cp\u003e10.6 Determining Deflections by Using Discontinuity Functions 350\u003c\/p\u003e \u003cp\u003e10.7 Determining Deflections by the Method of Superposition 357\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 \u003c\/b\u003e\u003cb\u003eStatically Indeterminate Beams 377\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction 377\u003c\/p\u003e \u003cp\u003e11.2 Types of Statically Indeterminate Beams 378\u003c\/p\u003e \u003cp\u003e11.3 The Integration Method 379\u003c\/p\u003e \u003cp\u003e11.4 Use of Discontinuity Functions for Statically Indeterminate Beams 384\u003c\/p\u003e \u003cp\u003e11.5 The Superposition Method 390\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 \u003c\/b\u003e\u003cb\u003eStress Transformations 405\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction 405\u003c\/p\u003e \u003cp\u003e12.2 Stress at a General Point in an Arbitrarily Loaded Body 406\u003c\/p\u003e \u003cp\u003e12.3 Equilibrium of the Stress Element 408\u003c\/p\u003e \u003cp\u003e12.4 Plane Stress 410\u003c\/p\u003e \u003cp\u003e12.5 Generating the Stress Element 410\u003c\/p\u003e \u003cp\u003e12.6 Equilibrium Method for Plane Stress Transformations 413\u003c\/p\u003e \u003cp\u003e12.7 General Equations of Plane Stress Transformation 415\u003c\/p\u003e \u003cp\u003e12.8 Principal Stresses and Maximum Shear Stress 422\u003c\/p\u003e \u003cp\u003e12.9 Presentation of Stress Transformation Results 429\u003c\/p\u003e \u003cp\u003e12.10 Mohr’s Circle for Plane Stress 435\u003c\/p\u003e \u003cp\u003e12.11 General State of Stress at a Point 452\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 \u003c\/b\u003e\u003cb\u003eStrain Transformations 459\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 459\u003c\/p\u003e \u003cp\u003e13.2 Plane Strain 460\u003c\/p\u003e \u003cp\u003e13.3 Transformation Equations for Plane Strain 461\u003c\/p\u003e \u003cp\u003e13.4 Principal Strains and Maximum Shearing Strain 466\u003c\/p\u003e \u003cp\u003e13.5 Presentation of Strain Transformation Results 468\u003c\/p\u003e \u003cp\u003e13.6 Mohr’s Circle for Plane Strain 470\u003c\/p\u003e \u003cp\u003e13.7 Strain Measurement and Strain Rosettes 473\u003c\/p\u003e \u003cp\u003e13.8 Generalized Hooke’s Law for Isotropic Materials 478\u003c\/p\u003e \u003cp\u003e13.9 Generalized Hooke’s Law for Orthotropic Materials 494\u003c\/p\u003e \u003cp\u003e\u003cb\u003e14 \u003c\/b\u003e\u003cb\u003ePressure Vessels 499\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Introduction 499\u003c\/p\u003e \u003cp\u003e14.2 Thin-Walled Spherical Pressure Vessels 500\u003c\/p\u003e \u003cp\u003e14.3 Thin-Walled Cylindrical Pressure Vessels 502\u003c\/p\u003e \u003cp\u003e14.4 Strains in Thin-Walled Pressure Vessels 505\u003c\/p\u003e \u003cp\u003e14.5 Stresses in Thick-Walled Cylinders 509\u003c\/p\u003e \u003cp\u003e14.6 Deformations in Thick-Walled Cylinders 517\u003c\/p\u003e \u003cp\u003e14.7 Interference Fits 520\u003c\/p\u003e \u003cp\u003e\u003cb\u003e15 \u003c\/b\u003e\u003cb\u003eCombined Loads 527\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Introduction 527\u003c\/p\u003e \u003cp\u003e15.2 Combined Axial and Torsional Loads 528\u003c\/p\u003e \u003cp\u003e15.3 Principal Stresses in a Flexural Member 530\u003c\/p\u003e \u003cp\u003e15.4 General Combined Loadings 540\u003c\/p\u003e \u003cp\u003e15.5 Theories of Failure 557\u003c\/p\u003e \u003cp\u003e\u003cb\u003e16 \u003c\/b\u003e\u003cb\u003eColumns 567\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Introduction 567\u003c\/p\u003e \u003cp\u003e16.2 Buckling of Pin-Ended Columns 570\u003c\/p\u003e \u003cp\u003e16.3 The Effect of End Conditions on Column Buckling 578\u003c\/p\u003e \u003cp\u003e16.4 The Secant Formula 587\u003c\/p\u003e \u003cp\u003e16.5 Empirical Column Formulas—Centric Loading 592\u003c\/p\u003e \u003cp\u003e16.6 Eccentrically Loaded Columns 600\u003c\/p\u003e \u003cp\u003e\u003cb\u003e17 \u003c\/b\u003e\u003cb\u003eEnergy Methods 607\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Introduction 607\u003c\/p\u003e \u003cp\u003e17.2 Work and Strain Energy 608\u003c\/p\u003e \u003cp\u003e17.3 Elastic Strain Energy for Axial Deformation 613\u003c\/p\u003e \u003cp\u003e17.4 Elastic Strain Energy for Torsional Deformation 614\u003c\/p\u003e \u003cp\u003e17.5 Elastic Strain Energy for Flexural Deformation 616\u003c\/p\u003e \u003cp\u003e17.6 Impact Loading 620\u003c\/p\u003e \u003cp\u003e17.7 Work–Energy Method for Single Loads 633\u003c\/p\u003e \u003cp\u003e17.8 Method of Virtual Work 636\u003c\/p\u003e \u003cp\u003e17.9 Deflections of Trusses by the Virtual-Work Method 641\u003c\/p\u003e \u003cp\u003e17.10 Deflections of Beams by the Virtual-Work Method 649\u003c\/p\u003e \u003cp\u003e17.11 Castigliano’s Second Theorem 658\u003c\/p\u003e \u003cp\u003e17.12 Calculating Deflections of Trusses by Castigliano’s Theorem 660\u003c\/p\u003e \u003cp\u003e17.13 Calculating Deflections of Beams by Castigliano’s Theorem 665\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix A Geometric Properties Of An Area 671\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eA.1 Centroid of an Area 671\u003c\/p\u003e \u003cp\u003eA.2 Moment of Inertia for an Area 675\u003c\/p\u003e \u003cp\u003eA.3 Product of Inertia for an Area 680\u003c\/p\u003e \u003cp\u003eA.4 Principal Moments of Inertia 682\u003c\/p\u003e \u003cp\u003eA.5 Mohr’s Circle for Principal Moments of Inertia 686\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix B Geometric Properties Of Structural Steel Shapes 691\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix C Table Of Beam Slopes And Deflections 703\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix D Average Properties Of Selected Materials 707\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix E Fundamental Mechanics Of Materials Equations 711\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eProblems P-1\u003c\/p\u003e \u003cp\u003eChapter 1 Problems P-1\u003c\/p\u003e \u003cp\u003eChapter 2 Problems P-7\u003c\/p\u003e \u003cp\u003eChapter 3 Problems P-11\u003c\/p\u003e \u003cp\u003eChapter 4 Problems P-14\u003c\/p\u003e \u003cp\u003eChapter 5 Problems P-18\u003c\/p\u003e \u003cp\u003eChapter 6 Problems P-29\u003c\/p\u003e \u003cp\u003eChapter 7 Problems P-39\u003c\/p\u003e \u003cp\u003eChapter 8 Problems P-46\u003c\/p\u003e \u003cp\u003eChapter 9 Problems P-63\u003c\/p\u003e \u003cp\u003eChapter 10 Problems P-76\u003c\/p\u003e \u003cp\u003eChapter 11 Problems P-87\u003c\/p\u003e \u003cp\u003eChapter 12 Problems P-95\u003c\/p\u003e \u003cp\u003eChapter 13 Problems P-108\u003c\/p\u003e \u003cp\u003eChapter 14 Problems P-115\u003c\/p\u003e \u003cp\u003eChapter 15 Problems P-119\u003c\/p\u003e \u003cp\u003eChapter 16 Problems P-129\u003c\/p\u003e \u003cp\u003eChapter 17 Problems P-138\u003c\/p\u003e \u003cp\u003eAnswers to Odd Numbered Problems A-1\u003c\/p\u003e \u003cp\u003eIndex I-1\u003c\/p\u003e","brand":"John Wiley \u0026 Sons Inc","offers":[{"title":"Default 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