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| موضوع: حل كتاب Hibbeler - Mechanics of Materials 8th Edition Solution Manual الخميس 03 أغسطس 2017, 12:14 am | |
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ويتناول الموضوعات الأتية :
CONTENTS Stress 3 Chapter Objectives 3 1.1 Introduction 3 1.2 Equilibrium of a Deformable Body 4 1.3 Stress 22 1.4 Average Normal Stress in an Axially Loaded Bar 24 1.5 Average Shear Stress 32 1.6 Allowable Stress 46 1.7 Design of Simple Connections 47 2 Strain 65 Chapter Objectives 65 2.1 Deformation 65 2.2 Strain 66 3 Mechanical Properties of Materials 81 Chapter Objectives 81 3.1 The Tension and Compression Test 81 3.2 The Stress–Strain Diagram 83 3.3 Stress–Strain Behavior of Ductile and Brittle Materials 87 3.4 Hooke’s Law 90 3.5 Strain Energy 92 3.6 Poisson’s Ratio 102 3.7 The Shear Stress–Strain Diagram 104 *3.8 Failure of Materials Due to Creep and Fatigue 107 4 Axial Load 119 Chapter Objectives 119 4.1 Saint-Venant’s Principle 119 4.2 Elastic Deformation of an Axially Loaded Member 122 4.3 Principle of Superposition 136 4.4 Statically Indeterminate Axially Loaded Member 137 4.5 The Force Method of Analysis for Axially Loaded Members 143 4.6 Thermal Stress 151 4.7 Stress Concentrations 158 *4.8 Inelastic Axial Deformation 162 *4.9 Residual Stress 164 5 Torsion 179 Chapter Objectives 179 5.1 Torsional Deformation of a Circular Shaft 179 5.2 The Torsion Formula 182 5.3 Power Transmission 190 5.4 Angle of Twist 200 5.5 Statically Indeterminate Torque-Loaded Members 214 *5.6 Solid Noncircular Shafts 221 *5.7 Thin-Walled Tubes Having Closed Cross Sections 224 5.8 Stress Concentration 234 *5.9 Inelastic Torsion 237 *5.10 Residual Stress 2399 Stress Transformation 437 Chapter Objectives 437 9.1 Plane-Stress Transformation 437 9.2 General Equations of Plane-Stress Transformation 442 9.3 Principal Stresses and Maximum In-Plane Shear Stress 445 9.4 Mohr’s Circle—Plane Stress 461 9.5 Absolute Maximum Shear Stress 473 10 Strain Transformation 485 Chapter Objectives 485 10.1 Plane Strain 485 10.2 General Equations of Plane-Strain Transformation 486 *10.3 Mohr’s Circle—Plane Strain 494 *10.4 Absolute Maximum Shear Strain 502 10.5 Strain Rosettes 504 10.6 Material-Property Relationships 508 *10.7 Theories of Failure 520 11 Design of Beams and Shafts 537 Chapter Objectives 537 11.1 Basis for Beam Design 537 11.2 Prismatic Beam Design 540 *11.3 Fully Stressed Beams 554 *11.4 Shaft Design 558 xiv CONTENTS 6 Bending 255 Chapter Objectives 255 6.1 Shear and Moment Diagrams 255 6.2 Graphical Method for Constructing Shear and Moment Diagrams 262 6.3 Bending Deformation of a Straight Member 281 6.4 The Flexure Formula 285 6.5 Unsymmetric Bending 302 *6.6 Composite Beams 312 *6.7 Reinforced Concrete Beams 315 *6.8 Curved Beams 319 6.9 Stress Concentrations 326 *6.10 Inelastic Bending 335 7 Transverse Shear 359 Chapter Objectives 359 7.1 Shear in Straight Members 359 7.2 The Shear Formula 361 7.3 Shear Flow in Built-Up Members 378 7.4 Shear Flow in Thin-Walled Members 387 *7.5 Shear Center For Open Thin-Walled Members 392 8 Combined Loadings 405 Chapter Objectives 405 8.1 Thin-Walled Pressure Vessels 405 8.2 State of Stress Caused by Combined Loadings 412CONTENTS xv 14 Energy Methods 715 Chapter Objectives 715 14.1 External Work and Strain Energy 715 14.2 Elastic Strain Energy for Various Types of Loading 720 14.3 Conservation of Energy 733 14.4 Impact Loading 740 *14.5 Principle of Virtual Work 751 *14.6 Method of Virtual Forces Applied to Trusses 755 *14.7 Method of Virtual Forces Applied to Beams 762 *14.8 Castigliano’s Theorem 771 *14.9 Castigliano’s Theorem Applied to Trusses 773 *14.10 Castigliano’s Theorem Applied to Beams 776 Appendices A. Geometric Properties of an Area 784 A.1 Centroid of an Area 784 A.2 Moment of Inertia for an Area 787 A.3 Product of Inertia for an Area 791 A.4 Moments of Inertia for an Area about Inclined Axes 794 A.5 Mohr’s Circle for Moments of Inertia 797 B. Geometric Properties of Structural Shapes 800 C. Slopes and Deflections of Beams 808 Fundamental Problems Partial Solutions and Answers 810 Answers to Selected Problems 828 Index 854 12 Deflection of Beams and Shafts 569 Chapter Objectives 569 12.1 The Elastic Curve 569 12.2 Slope and Displacement by Integration 573 *12.3 Discontinuity Functions 593 *12.4 Slope and Displacement by the Moment-Area Method 604 12.5 Method of Superposition 619 12.6 Statically Indeterminate Beams and Shafts 627 12.7 Statically Indeterminate Beams and Shafts—Method of Integration 628 *12.8 Statically Indeterminate Beams and Shafts—Moment-Area Method 633 12.9 Statically Indeterminate Beams and Shafts—Method of Superposition 639 13 Buckling of Columns 657 Chapter Objectives 657 13.1 Critical Load 657 13.2 Ideal Column with Pin Supports 660 13.3 Columns Having Various Types of Supports 666 *13.4 The Secant Formula 678 *13.5 Inelastic Buckling 684 *13.6 Design of Columns for Concentric Loading 692 *13.7 Design of Columns for Eccentric
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