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035			_a(MiAaPQ)EBC5126239
035			_a(Au-PeEL)EBL5126239
035			_a(CaONFJC)MIL265030
035			_a(OCoLC)1024247462
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082			_223 _a620.1
100	1		_aHibbeler, Russell C.
245	1	0	_aMechanics of Materials.
250			_a8th ed.
300			_a1 online resource (885 pages)
505	0		_aCover -- Contents -- 1 Stress -- Chapter Objectives -- 1.1 Introduction -- 1.2 Equilibrium of a Deformable Body -- 1.3 Stress -- 1.4 Average Normal Stress in an Axially Loaded Bar -- 1.5 Average Shear Stress -- 1.6 Allowable Stress -- 1.7 Design of Simple Connections -- 2 Strain -- Chapter Objectives -- 2.1 Deformation -- 2.2 Strain -- 3 Mechanical Properties of Materials -- Chapter Objectives -- 3.1 The Tension and Compression Test -- 3.2 The Stress-Strain Diagram -- 3.3 Stress-Strain Behavior of Ductile and Brittle Materials -- 3.4 Hooke's Law -- 3.5 Strain Energy -- 3.6 Poisson's Ratio -- 3.7 The Shear Stress-Strain Diagram -- 3.8 Failure of Materials Due to Creep and Fatigue -- 4 Axial Load -- Chapter Objectives -- 4.1 Saint-Venant's Principle -- 4.2 Elastic Deformation of an Axially Loaded Member -- 4.3 Principle of Superposition -- 4.4 Statically Indeterminate Axially Loaded Member -- 4.5 The Force Method of Analysis for Axially Loaded Members -- 4.6 Thermal Stress -- 4.7 Stress Concentrations -- 4.8 Inelastic Axial Deformation -- 4.9 Residual Stress -- 5 Torsion -- Chapter Objectives -- 5.1 Torsional Deformation of a Circular Shaft -- 5.2 The Torsion Formula -- 5.3 Power Transmission -- 5.4 Angle of Twist -- 5.5 Statically Indeterminate Torque-Loaded Members -- 5.6 Solid Noncircular Shafts -- 5.7 Thin-Walled Tubes Having Closed Cross Sections -- 5.8 Stress Concentration -- 5.9 Inelastic Torsion -- 5.10 Residual Stress -- 6 Bending -- Chapter Objectives -- 6.1 Shear and Moment Diagrams -- 6.2 Graphical Method for Constructing Shear and Moment Diagrams -- 6.3 Bending Deformation of a Straight Member -- 6.4 The Flexure Formula -- 6.5 Unsymmetric Bending -- 6.6 Composite Beams -- 6.7 Reinforced Concrete Beams -- 6.8 Curved Beams -- 6.9 Stress Concentrations -- 6.10 Inelastic Bending -- 7 Transverse Shear -- Chapter Objectives.
505	8		_a7.1 Shear in Straight Members -- 7.2 The Shear Formula -- 7.3 Shear Flow in Built-Up Members -- 7.4 Shear Flow in Thin-Walled Members -- 7.5 Shear Center For Open Thin-Walled Members -- 8 Combined Loadings -- Chapter Objectives -- 8.1 Thin-Walled Pressure Vessels -- 8.2 State of Stress Caused by Combined Loadings -- 9 Stress Transformation -- Chapter Objectives -- 9.1 Plane-Stress Transformation -- 9.2 General Equations of Plane-Stress Transformation -- 9.3 Principal Stresses and Maximum In-Plane Shear Stress -- 9.4 Mohr's Circle-Plane Stress -- 9.5 Absolute Maximum Shear Stress -- 10 Strain Transformation -- Chapter Objectives -- 10.1 Plane Strain -- 10.2 General Equations of Plane-Strain Transformation -- 10.3 Mohr's Circle-Plane Strain -- 10.4 Absolute Maximum Shear Strain -- 10.5 Strain Rosettes -- 10.6 Material-Property Relationships -- 10.7 Theories of Failure -- 11 Design of Beams and Shafts -- Chapter Objectives -- 11.1 Basis for Beam Design -- 11.2 Prismatic Beam Design -- 11.3 Fully Stressed Beams -- 11.4 Shaft Design -- 12 Deflection of Beams and Shafts -- Chapter Objectives -- 12.1 The Elastic Curve -- 12.2 Slope and Displacement by Integration -- 12.3 Discontinuity Functions -- 12.4 Slope and Displacement by the Moment-Area Method -- 12.5 Method of Superposition -- 12.6 Statically Indeterminate Beams and Shafts -- 12.7 Statically Indeterminate Beams and Shafts-Method of Integration -- 12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method -- 12.9 Statically Indeterminate Beams and Shafts-Method of Superposition -- 13 Buckling of Columns -- Chapter Objectives -- 13.1 Critical Load -- 13.2 Ideal Column with Pin Supports -- 13.3 Columns Having Various Types of Supports -- 13.4 The Secant Formula -- 13.5 Inelastic Buckling -- 13.6 Design of Columns for Concentric Loading -- 13.7 Design of Columns for Eccentric Loading.
505	8		_a14 Energy Methods -- Chapter Objectives -- 14.1 External Work and Strain Energy -- 14.2 Elastic Strain Energy for Various Types of Loading -- 14.3 Conservation of Energy -- 14.4 Impact Loading -- 14.5 Principle of Virtual Work -- 14.6 Method of Virtual Forces Applied to Trusses -- 14.7 Method of Virtual Forces Applied to Beams -- 14.8 Castigliano's Theorem -- 14.9 Castigliano's Theorem Applied to Trusses -- 14.10 Castigliano's Theorem Applied to Beams -- Appendices -- A. Geometric Properties of an Area -- A.1 Centroid of an Area -- A.2 Moment of Inertia for an Area -- A.3 Product of Inertia for an Area -- A.4 Moments of Inertia for an Area about Inclined Axes -- A.5 Mohr's Circle for Moments of Inertia -- B. Geometric Properties of Structural Shapes -- C. Slopes and Deflections of Beams -- Fundamental Problems Partial Solutions and Answers -- Answers to Selected Problems -- Index -- A -- B -- C -- D -- E -- F -- G -- H -- I -- K -- L -- M -- N -- O -- P -- R -- S -- T -- U -- V -- W -- Y -- Z.
590			_aElectronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2018. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
655		4	_aElectronic books.
776	0	8	_iPrint version: _aHibbeler, Russell C. _tMechanics of Materials _dNoida : Pearson India,c2010
797	2		_aProQuest (Firm)
856	4	0	_uhttps://ebookcentral.proquest.com/lib/cethalassery/detail.action?docID=5126239 _zClick to View
942			_2ddc _cBK