This package includes a physical copy of Mechanics of Materials, 9/e by Russell C. Hibbeler as well as access to the eText and MasteringEngineering. For undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments. Containing Hibbeler's hallmark student-oriented features, this text is in four-color with a photorealistic art program designed to help students visualize difficult concepts. A clear, concise writing style and more examples than any other text further contribute to students' ability to master the material. This edition is available with MasteringEngineering, an innovative online program created to emulate the instructor's office-hour environment, guiding students through engineering concepts from Mechanics of Materials with self-paced individualized coaching. MyLab and Mastering from Pearson improve results for students and educators. Used by over ten million students, they effectively engage learners at every stage. With proven success, Mastering has helped students make strides in learning for over 10 years. MasteringEngineering has immersive content and tools that are so engaging that one educator said, "Using MasteringEngineering has substantially changed student engagement in the homework process. Rather than some copying directly from a solutions manual, students now have to work through the problems. The tutorials in MasteringEngineering do an excellent job of reinforcing classroom learning." With MasteringEngineering, students gain knowledge that they will use throughout their lives, and universities gain a partner deeply committed to helping students and educators achieve their goals. For studentsPearson eText gives you access to an eBook that can be used on the go, and allows you to highlight, search and take notes as you read online. Access to the eBook depends on the package you have bought. Students can practise and improve their engineering problem solving skills by drawing free-body diagrams and Mohr's Circle graphs. Calculating and labelling circuit problems helps students interpret and do calculations on circuits VideoSolutions. Narrated videos showing students step-by-step solutions to key problems. Increases students understanding of key concepts and main problem solving methods.For educatorsOnline assignments, tests, quizzes can be easily created and assigned to students. Gradebook: Assignments are automatically graded and visible at a glance. Register now to benefit from these resources. A student access code is included with your textbook at a reduced cost. To register with your code, visit www.masteringengineering.com For educator access, contact your Pearson account manager. To find out who your account manager is, visit www.pearsoned.co.uk/replocatorFor more instructor resources available with this title, visit www.pearsoned.co.uk
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1 Stress 3Chapter Objectives 31.1 Introduction 31.2 Equilibrium of a Deformable Body 41.3 Stress 221.4 Average Normal Stress in an Axially Loaded Bar 241.5 Average Shear Stress 321.6 Allowable Stress Design 461.7 Limit State Design 48 2 Strain 67Chapter Objectives 672.1 Deformation 672.2 Strain 68 3 Mechanical Properties of Materials 83Chapter Objectives 833.1 The Tension and Compression Test 833.2 The Stress-Strain Diagram 853.3 Stress-Strain Behavior of Ductile and Brittle Materials 893.4 Hooke's Law 923.5 Strain Energy 943.6 Poisson's Ratio 1043.7 The Shear Stress-Strain Diagram 106*3.8 Failure of Materials Due to Creep and Fatigue 109 4 Axial Load 121Chapter Objectives 1214.1 Saint-Venant's Principle 1214.2 Elastic Deformation of an Axially Loaded Member 1244.3 Principle of Superposition 1384.4 Statically Indeterminate Axially Loaded Member 1394.5 The Force Method of Analysis for Axially Loaded Members 1454.6 Thermal Stress 1534.7 Stress Concentrations 160*4.8 Inelastic Axial Deformation 164*4.9 Residual Stress 166 5 Torsion 181Chapter Objectives 1815.1 Torsional Deformation of a Circular Shaft 1815.2 The Torsion Formula 1845.3 Power Transmission 1925.4 Angle of Twist 2045.5 Statically Indeterminate Torque-Loaded Members 218*5.6 Solid Noncircular Shafts 225*5.7 Thin-Walled Tubes Having Closed Cross Sections 2285.8 Stress Concentration 238*5.9 Inelastic Torsion 241*5.10 Residual Stress 243 6 Bending 259Chapter Objectives 2596.1 Shear and Moment Diagrams 2596.2 Graphical Method for Constructing Shear and Moment Diagrams 2666.3 Bending Deformation of a Straight Member 2856.4 The Flexure Formula 2896.5 Unsymmetric Bending 306*6.6 Composite Beams 316*6.7 Reinforced Concrete Beams 319*6.8 Curved Beams 3236.9 Stress Concentrations 330*6.10 Inelastic Bending 339 7 Transverse Shear 363Chapter Objectives 3637.1 Shear in Straight Members 3637.2 The Shear Formula 3657.3 Shear Flow in Built-Up Members 3827.4 Shear Flow in Thin-Walled Members 391*7.5 Shear Center for Open Thin-Walled Members 396 8 Combined Loadings 409Chapter Objectives 4098.1 Thin-Walled Pressure Vessels 4098.2 State of Stress Caused by Combined Loadings 416 9 Stress Transformation 441Chapter Objectives 4419.1 Plane-Stress Transformation 4419.2 General Equations of Plane-Stress Transformation 4469.3 Principal Stresses and Maximum In-Plane Shear Stress 4499.4 Mohr's Circle-Plane Stress 4659.5 Absolute Maximum Shear Stress 477 10 Strain Transformation 489Chapter Objectives 48910.1 Plane Strain 48910.2 General Equations of Plane-Strain Transformation 490*10.3 Mohr's Circle-Plane Strain 498*10.4 Absolute Maximum Shear Strain 50610.5 Strain Rosettes 50810.6 Material-Property Relationships 512*10.7 Theories of Failure 524 11 Design of Beams and Shafts 541Chapter Objectives 54111.1 Basis for Beam Design 54111.2 Prismatic Beam Design 544*11.3 Fully Stressed Beams 558*11.4 Shaft Design 562 12 Deflection of Beams and Shafts 573Chapter Objectives 57312.1 The Elastic Curve 57312.2 Slope and Displacement by Integration 577*12.3 Discontinuity Functions 597*12.4 Slope and Displacement by the Moment-Area Method 60812.5 Method of Superposition 62312.6 Statically Indeterminate Beams and Shafts 63112.7 Statically Indeterminate Beams and Shafts-Method of Integration 632*12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method 63712.9 Statically Indeterminate Beams and Shafts-Method of Superposition 643 13 Buckling of Columns 661Chapter Objectives 66113.1 Critical Load 66113.2 Ideal Column with Pin Supports 66413.3 Columns Having Various Types of Supports 670*13.4 The Secant Formula 682*13.5 Inelastic Buckling 688*13.6 Design of Columns for Concentric Loading 696*13.7 Design of Columns for Eccentric Loading 707 14 Energy Methods 719Chapter Objectives 71914.1 External Work and Strain Energy 71914.2 Elastic Strain Energy for Various Types of Loading 72414.3 Conservation of Energy 73714.4 Impact Loading 744*14.5 Principle of Virtual Work 755*14.6 Method of Virtual Forces Applied to Trusses 759*14.7 Method of Virtual Forces Applied to Beams 766*14.8 Castigliano's Theorem 775*14.9 Castigliano's Theorem Applied to Trusses 777*14.10 Castigliano's Theorem Applied to Beams 780 AppendixA. Geometric Properties of an Area B. Geometric Properties of Structural Shapes C. Slopes and Deflections of Beams Fundamental Problems Partial Solutions and Answers Answers for Selected Problems Index (*) Sections of the book that contain more advanced material are indicated by a star. Time permitting, some of these topics may be included in the course. Furthermore, this material provides a suitable reference for basic principles when it is covered in other courses, and it can be used as a basis for assigning special projects.
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Produktdetaljer

ISBN
9781447953630
Publisert
2013-03-20
Utgiver
Vendor
Prentice-Hall
Aldersnivå
05, U
Språk
Product language
Engelsk
Format
Product format
Kombinasjonsprodukt

Biographical note

R.C. Hibbeler graduated from the University of Illinois at Urbana with a BS in Civil Engineering (major in Structures) and an MS in Nuclear Engineering. He obtained his PhD in Theoretical and Applied Mechanics from Northwestern University.

Hibbeler's professional experience includes postdoctoral work in reactor safety and analysis at Argonne National Laboratory, and structural work at Chicago Bridge and Iron, as well as Sargent and Lundy in Tucson. He has practiced engineering in Ohio, New York, and Louisiana.

Hibbeler currently teaches at the University of Louisiana, Lafayette. In the past he has taught at the University of Illinois at Urbana, Youngstown State University, Illinois Institute of Technology, and Union College.