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008 131011s2013 si a 001 0 eng d
011 _aBIB MATCHES WORLDCAT
015 _aGBB3A0423
_2bnb
016 7 _a016535746
_2Uk
020 _a9789810694364
_q(paperback)
020 _a9810694369
_q(paperback)
035 _a(ATU)b13544925
035 _a(OCoLC)862757435
040 _aUKMGB
_beng
_cUKMGB
_dOCLCO
_dOCoLC
_dATU
082 0 4 _a620.1123
_223
100 1 _aHibbeler, R. C.
_eauthor.
_9226258
245 1 0 _aMechanics of materials /
_cR.C. Hibbeler, SI edition contributions by K.S. Vijay Sekar.
250 _aNinth edition.
250 _aWorld wide adaptation edition.
264 1 _aSingapore :
_bPearson Education South Asia Pte Ltd.,
_c[2014]
264 4 _c©2014
300 _axix, 879 pages :
_billustrations ;
_c24 cm.
336 _atext
_2rdacontent
337 _aunmediated
_2rdamedia
338 _avolume
_2rdacarrier
500 _aIncludes index.
500 _aPrevious edition: 2011.
500 _aOriginal edition: 1991.
505 0 _a1. Stress -- 2. Strain -- 3. Mechanical Properties of Materials -- 4. Axial Load -- 5. Torsion -- 6. Bending -- 7. Transverse Shear -- 8. Combined Loadings -- 9. Stress Transformation -- 10. Strain Transformation -- 11. Design of Beams and Shafts -- 12. Deflection of Beams and Shafts -- 13. Buckling of Columns -- 14. Energy Methods -- --
505 0 0 _g1.
_tStress --
_tChapter Objectives --
_t1.1 Introduction --
_t1.2 Equilibrium of a Deformable Body --
_t1.3 Stress --
_t1.4 Average Normal Stress in an Axially Loaded Bar --
_t1.5 Average Shear Stress --
_t1.6 Allowable Stress Design --
_t1.7 Limit State Design -- --
_g2.
_tStrain --
_tChapter Objectives --
_t2.1 Deformation --
_t2.2 Strain -- --
_g3.
_tMechanical Properties of Materials --
_tChapter Objectives --
_t3.1 The Tension and Compression Test --
_t3.2 The Stress-Strain Diagram --
_t3.3 Stress-Strain Behavior of Ductile and Brittle Materials --
_t3.4 Hooke's Law --
_t3.5 Strain Energy --
_t3.6 Poisson's Ratio --
_t3.7 The Shear Stress-Strain Diagram --
_t3.8 Failure of Materials Due to Creep and Fatigue -- --
_g4.
_tAxial Load --
_tChapter Objectives --
_t4.1 Saint-Venant's Principle --
_t4.2 Elastic Deformation of an Axially Loaded Member --
_t4.3 Principle of Superposition --
_t4.4 Statically Indeterminate Axially Loaded Member --
_t4.5 The Force Method of Analysis for Axially Loaded Members --
_t4.6 Thermal Stress --
_t4.7 Stress Concentrations --
_t4.8 Inelastic Axial Deformation --
_t4.9 Residual Stress -- --
_g5.
_tTorsion --
_tChapter Objectives --
_t5.1 Torsional Deformation of a Circular Shaft --
_t5.2 The Torsion Formula --
_t5.3 Power Transmission --
_t5.4 Angle of Twist --
_t5.5 Statically Indeterminate Torque-Loaded Members --
_t5.6 Solid Noncircular Shafts --
_t5.7 Thin-Walled Tubes Having Closed Cross Sections --
_t5.8 Stress Concentration --
_t5.9 Inelastic Torsion --
_t5.10 Residual Stress -- --
_g6.
_tBending --
_tChapter Objectives --
_t6.1 Shear and Moment Diagrams --
_t6.2 Graphical Method for Constructing Shear and Moment Diagrams --
_t6.3 Bending Deformation of a Straight Member --
_t6.4 The Flexure Formula --
_t6.5 Unsymmetric Bending --
_t6.6 Composite Beams --
_t6.7 Reinforced Concrete Beams --
_t6.8 Curved Beams --
_t6.9 Stress Concentrations --
_t6.10 Inelastic Bending -- --
_g7.
_tTransverse Shear --
_tChapter Objectives --
_t7.1 Shear in Straight Members --
_t7.2 The Shear Formula --
_t7.3 Shear Flow in Built-Up Members --
_t7.4 Shear Flow in Thin-Walled Members --
_t7.5 Shear Center for Open Thin-Walled Members -- --
_g8.
_tCombined Loadings --
_tChapter Objectives --
_t8.1 Thin-Walled Pressure Vessels --
_t8.2 State of Stress Caused by Combined Loadings -- --
_g9.
_tStress Transformation --
_tChapter Objectives --
_t9.1 Plane-Stress Transformation --
_t9.2 General Equations of Plane-Stress Transformation --
_t9.3 Principal Stresses and Maximum In-Plane Shear Stress --
_t9.4 Mohr's Circle-Plane Stress --
_t9.5 Absolute Maximum Shear Stress -- --
_g10.
_tStrain Transformation --
_tChapter Objectives --
_t10.1 Plane Strain --
_t10.2 General Equations of Plane-Strain Transformation --
_t10.3 Mohr's Circle-Plane Strain --
_t10.4 Absolute Maximum Shear Strain --
_t10.5 Strain Rosettes --
_t10.6 Material-Property Relationships --
_t10.7 Theories of Failure -- --
_g11.
_tDesign of Beams and Shafts --
_tChapter Objectives --
_t11.1 Basis for Beam Design --
_t11.2 Prismatic Beam Design --
_t11.3 Fully Stressed Beams --
_t11.4 Shaft Design -- --
_g12.
_tDeflection of Beams and Shafts --
_tChapter Objectives --
_t12.1 The Elastic Curve --
_t12.2 Slope and Displacement by Integration --
_t12.3 Discontinuity Functions --
_t12.4 Slope and Displacement by the Moment-Area Method --
_t12.5 Method of Superposition --
_t12.6 Statically Indeterminate Beams and Shafts --
_t12.7 Statically Indeterminate Beams and Shafts-Method of Integration --
_t12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method --
_t12.9 Statically Indeterminate Beams and Shafts-Method of Superposition --
_g13.
_tBuckling of Columns --
_tChapter Objectives --
_t13.1 Critical Load --
_t13.2 Ideal Column with Pin Supports --
_t13.3 Columns Having Various Types of Supports --
_t13.4 The Secant Formula --
_t13.5 Inelastic Buckling --
_t13.6 Design of Columns for Concentric Loading --
_t13.7 Design of Columns for Eccentric Loading --
_g14.
_tEnergy Methods --
_tChapter Objectives --
_t14.1 External Work and Strain Energy --
_t14.2 Elastic Strain Energy for Various Types of Loading --
_t14.3 Conservation of Energy --
_t14.4 Impact Loading --
_t14.5 Principle of Virtual Work --
_t14.6 Method of Virtual Forces Applied to Trusses --
_t14.7 Method of Virtual Forces Applied to Beams --
_t14.8 Castigliano's Theorem --
_t14.9 Castigliano's Theorem Applied to Trusses --
_t14.10 Castigliano's Theorem Applied to Beams -- --
_tAppendix --
_tA. Geometric Properties of an Area --
_tB. Geometric Properties of Structural Shapes --
_tC. Slopes and Deflections of Beams.
650 0 _aMaterials.
_9320516
650 0 _aMechanics, Applied
_9351127
650 0 _aStrength of materials
_vTextbooks
_9634217
650 0 _aStructural analysis (Engineering)
_vTextbooks
_9643685
650 0 _aDeformations (Mechanics)
_9316536
700 1 _aSekar, K. S. Vijay,
_eauthor.
_9831090
942 _cB
999 _c1271455
_d1271455