000			05015nam a2200169Ia 4500
020			_a8131715027
082			_a745.201 _bHIB
100			_aHibbeler, R. C. _914150
245			_aMechanics of materials. _hBook
250			_aEd.6
260			_aNew Jersey,Delhi,London etc _bPearson Education _c2007
300			_a890p.
500			_a1 Stress 23 1.1Introduction 23 1.2Equilibrium of a Deiormable Body 24 1.3Stress 42 1.4Average Normal Stress in an Axially Loaded Bar 44 1.5Average Shear Stress 52 1.6Allowable Stress 68 2 Strain 89 2.1Deformation 89 2.2 Strain 90 3Mechanical Properties of Materials 105 3.1The Tension and Compression Test 105 3.2The Stress-Strain Diagram 107 3.3Stress-Strain Behavior of Ductile and Brittle Materials 111 3.4Hooke's Law 114 3.5Strain Energy 116 3.6Poisson's Ratio 127 3.7The Shear Stress-Strain Diagram 129 3.8* Failure of Materials Due to Creep and Fatigue 132 4 Axial Load 141 4.1Saint-Venant's Principle 141 4.2Elastic Deformation of an Axially Loaded Member 144 4.3Principle of Superposition 158 4.4Statically Indeterminate Axially Loaded Member 159 4.5The Force Method of Analysis for Axially Loaded Members 165 4.6Thermal Stress 174 4.7Stress Concentrations 182 4.8 Inelastic Axial Deformation 188 4.9 Residual Stress 193 5 Torsion 205 5.1 Torsional Deformation of a Circular Shaft 205 5.2 The Torsion Formula 208 5.3 Power Transmission 217 5.4 Angle of Twist 226 5.5 Statically Inderminate Torque-Loaded Members 241 5.6 Solid Noncircular Shafts248 5.7 Thin- Walled tubes Having Closed Cross Sections 251 5.8 Stress Concetration 262 5.9 Inelastic Torsion 265 5.10 Residual Stress 272 6 Bending 283 6.1 Shear and Moment Diagrams 283 6.2 Graphical Methods for Constructing Shear and Moment Diagrams 292 6.3 Bending Deformation of a Straight Member 311 6.4 The Flexure Formula 315 6.5 Unsymmetric Bending 333 6.6 Composite Beams 344 6.7 Reinforced Concrete Beams351 6.8 Curved Beams 353 6.9 Stress Concentrations 363 6.10* Inelastic Bending 372 6.11* Residual Stress 38 1 7 Transverse Shear 393 7.1 Shear in Straight Members 393 7.2 The Shear Formula 395 7.3 Shear Stresses in Beams 398 7.4 Shear Flow in Built-up Members 412 7.5 Shear Flow in Thin-Walled Members 421 7.6* Shear Center 426 8 Combined Loadings 441 8.1Thin-Walled Vessels 441 8.2State of Stress Caused by Combined Loadings 447 9 Stress Transformation 471 9.1Plane-Stress Transformation 471 9.2General Equations of Plane-Stress Trans-formation 476 9.3Principal Stresses and Maximum In-Plane Shear Stress 480 9.4Mohr's Circle-Plane Stress 494 9.5Stress in Shafts Due to Axial Load and Torsion 503 9.6Stress Variations Throughout a Prismatic Beam 504 9.7Absolute Maximum Shear Stress 510 10 Strain Transformation 523 10.1 Plane Strain 523 10.2 General Equations of Plane-Strain Transformation 525 10.3* Mohr's Circle-Plane Strain 532 10.4* Absolute Maximum Shear Strain 540 10.5 Strain Rosettes 543 10.6 Material-Property Relationships 548 10.7* Theories of Failure 560 11 Design of Beams and Shafts 575 11.1 Basis for Beam Design 575 11.2 Prismatic Beam Design 577 11.3* Fully Stressed Beams 591 11.4* Shaft Design 595 12 Deflections of Beams and Shafts 605 12.1 The Elastic Curve 605 12.2 Slope and Displacement by Integration 609 12.3* Discontinuity Functions 627 12.4* Slope and Displacement by the Moment-Area Method 638 12.5 Method of Superposition 652 12.6 Statically Indeterminate Beams and Shafts 659 12.7 Statically Indeterminate Beams and Shafts- Method of Integration 660 12.8* Statically Indeterminate Beams and Shafts- Moment-Area Method 665 12.9 Statically Indeterminate Beams and Shafts- Method of Superposition 671 13 Buckling of Columns 687 13.1Critical Load 687 13.2 Ideal Column with Pin Supports 690 13.3 Columns Having Various Types of Supports 696 13.4* The Secant Formula 707 13.5* Inelastic Buckling 715 13.6* Design of Columns for Concentric Loading 722 13.7* Design of Columns for Eccentric Loading 734 14Energy Methods 745 14.1 External Work and Strain Energy 745 14.2 Elastic Strain Energy for Various Types of Loading 750 14.3 Conservation of Energy 764 14.4 Impact Loading 770 14.5* Principle of Virtual Work 780 14.6* Method of Virtual Forces Applied to Trusses 784 14.7* Method of Virtual Forces Applied to Beams 792 14.8* Castigliano's Theorem 802 14.9* Castigliano's Theorem Applied to Trusses 804 14.10* Castigliano's Theorem Applied to Beams 808 Appendices A. Geometric Properties of an Area 816 A.I Centroid of an Area 818 A.2 Moment of Inertia for an Area 821 A.3 Product of Inertia for an Area 822 A.4 Moments of Inertia for an Area about Inclined Axes 824 A 5 Mohr's Circle for Moments of Inertia 826 B. Geometrical Properties of Structural Shapes 833 C. Slopes and Deflections of Beams838 D. Review for the Fundamentals of Engineering Exam 840 Answers 860 Index 878
600			_939439
890			_aIndia
942			_2ddc
999			_c22524 _d22524