000			08077cam a2200361 a 4500
001			666867896
003			OCoLC
005			20150818185826.0
008			100927s2012 nyua b 001 0 eng
010			_a2010037852
020			_a9780071314398 (pbk.)
020			_a0071314393 (pbk.)
035			_a(OCoLC)666867896
040			_aDLC _beng _cAPU _dSM
042			_apcc
050	0	0	_aTA405 _b.M43 2012
082	0	0	_a620.112 _222 _bMEC 2012
245	0	0	_aMechanics of materials / _cFerdinand Beer ... [et al.]
250			_a6th ed. _bGlobal ed.
260			_aNew York : _bMcGraw-Hill, _cc2012.
300			_a1 v. (various pagings) : _bcol. ill. ; _c27 cm.
504			_aIncludes bibliographical references and index.
505	0	0	_gMachine generated contents note: _g1. _tIntroduction -- Concept of Stress -- _g1.1. _tIntroduction -- _g1.2. _tA Short Review of the Methods of Statics -- _g1.3. _tStresses in the Members of a Structure -- _g1.4. _tAnalysis and Design -- _g1.5. _tAxial Loading; Normal Stress -- _g1.6. _tShearing Stress -- _g1.7. _tBearing Stress in Connections -- _g1.8. _tApplication to the Analysis and Design of Simple Structures -- _g1.9. _tMethod of Problem Solution -- _g1.10. _tNumerical Accuracy -- _g1.11. _tStress on an Oblique Plane under Axial Loading -- _g1.12. _tStress under General Loading Conditions; Components of Stress -- _g1.13. _tDesign Considerations -- _tReview and Summary for Chapter 1 -- _g2. _tStress and Strain -- Axial Loading -- _g2.1. _tIntroduction -- _g2.2. _tNormal Strain under Axial Loading -- _g2.3. _tStress-Strain Diagram -- _g2.4. _tTrue Stress and True Strain -- _g2.5. _tHooke's Law; Modulus of Elasticity -- _g2.6. _tElastic versus Plastic Behavior of a Material -- _g2.7. _tRepeated Loadings; Fatigue.
505	0	0	_g2.8. _tDeformations of Members under Axial Loading -- _g2.9. _tStatically Indeterminate Problems -- _g2.10. _tProblems Involving Temperature Changes -- _g2.11. _tPoisson's Ratio -- _g2.12. _tMultiaxial Loading; Generalized Hooke's Law -- _g2.13. _tDilatation; Bulk Modulus -- _g2.14. _tShearing Strain -- _g2.15. _tFurther Discussion of Deformations under Axial Loading; Relation among E, v, and G -- _g2.16. _tStress-Strain Relationships for Fiber-Reinforced Composite Materials -- _g2.17. _tStress and Strain Distribution under Axial Loading; Saint-Venant's Principle -- _g2.18. _tStress Concentrations -- _g2.19. _tPlastic Deformations -- _g2.20. _tResidual Stresses -- _tReview and Summary for Chapter 2 -- _g3. _tTorsion -- _g3.1. _tIntroduction -- _g3.2. _tPreliminary Discussion of the Stresses in a Shaft -- _g3.3. _tDeformations in a Circular Shaft -- _g3.4. _tStresses in the Elastic Range -- _g3.5. _tAngle of Twist in the Elastic Range -- _g3.6. _tStatically Indeterminate Shafts -- _g3.7. _tDesign of Transmission Shafts -- _g3.8. _tStress Concentrations in Circular Shafts.
505	0	0	_g3.9. _tPlastic Deformations in Circular Shafts -- _g3.10. _tCircular Shafts Made of an Elastoplastic Material -- _g3.11. _tResidual Stresses in Circular Shafts -- _g3.12. _tTorsion of Noncircular Members -- _g3.13. _tThin-Walled Hollow Shafts -- _tReview and Summary for Chapter 3 -- _g4. _tPure Bending -- _g4.1. _tIntroduction -- _g4.2. _tSymmetric Member in Pure Bending -- _g4.3. _tDeformations in a Symmetric Member in Pure Bending -- _g4.4. _tStresses and Deformations in the Elastic Range -- _g4.5. _tDeformations in a Transverse Cross Section -- _g4.6. _tBending of Members Made of Several Materials -- _g4.7. _tStress Concentrations -- _g4.8. _tPlastic Deformations -- _g4.9. _tMembers Made of an Elastoplastic Material -- _g4.10. _tPlastic Deformations of Members with a Single Plane of Symmetry -- _g4.11. _tResidual Stresses -- _g4.12. _tEccentric Axial Loading in a Plane of Symmetry -- _g4.13. _tUnsymmetric Bending -- _g4.14. _tGeneral Case of Eccentric Axial Loading -- _g4.15. _tBending of Curved Members -- _tReview and Summary for Chapter 4 -- _g5. _tAnalysis and Design of Beams for Bending.
505	0	0	_g5.1. _tIntroduction -- _g5.2. _tShear and Bending-Moment Diagrams -- _g5.3. _tRelations among Load, Shear, and Bending Moment -- _g5.4. _tDesign of Prismatic Beams for Bending -- _g5.5. _tUsing Singularity Functions to Determine Shear and Bending Moment in a Beam -- _g5.6. _tNonprismatic Beams -- _tReview and Summary for Chapter 5 -- _g6. _tShearing Stresses In Beams and Thin-Walled Members -- _g6.1. _tIntroduction -- _g6.2. _tShear on the Horizontal Face of a Beam Element -- _g6.3. _tDetermination of the Shearing Stresses in a Beam -- _g6.4. _tShearing Stresses τxy in Common Types of Beams -- _g6.5. _tFurther Discussion of the Distribution of Stresses in a Narrow Rectangular Beam -- _g6.6. _tLongitudinal Shear on a Beam Element of Arbitrary Shape -- _g6.7. _tShearing Stresses in Thin-Walled Members -- _g6.8. _tPlastic Deformations -- _g6.9. _tUnsymmetric Loading of Thin-Walled Members; Shear Center -- _tReview and Summary For Chapter 6 -- _g7. _tTransformations of Stress and Strain -- _g7.1. _tIntroduction -- _g7.2. _tTransformation of Plane Stress -- _g7.3. _tPrincipal Stresses'. Maximum Shearing Stress.
505	0	0	_g7.4. _tMohr's Circle for Plane Stress -- _g7.5. _tGeneral State of Stress -- _g7.6. _tApplication of Mohr's Circle to the Three-Dimensional Analysis of Stress -- _g7.7. _tYield Criteria for Ductile Materials under Plane Stress -- _g7.8. _tFracture Criteria for Brittle Materials under Plane Stress -- _g7.9. _tStresses in Thin-Walled Pressure Vessels -- _g7.10. _tTransformation of Plane Strain -- _g7.11. _tMohr's Circle for Plane Strain -- _g7.12. _tThree-Dimensional Analysis of Strain -- _g7.13. _tMeasurements of Strain; Strain Rosette -- _tReview and Summary for Chapter 7 -- _g8. _tPrincipal Stresses under a Given Loading -- _g8.1. _tIntroduction -- _g8.2. _tPrincipal Stresses in a Beam -- _g8.3. _tDesign of Transmission Shafts -- _g8.4. _tStresses under Combined Loadings -- _tReview and Summary for Chapter 8 -- _g9. _tDeflection of Beams -- _g9.1. _tIntroduction -- _g9.2. _tDeformation of a Beam under Transverse Loading -- _g9.3. _tEquation of the Elastic Curve -- _g9.4. _tDirect Determination of the Elastic Curve from the Load Distribution -- _g9.5. _tStatically Indeterminate Beams.
505	0	0	_g9.6. _tUsing Singularity Functions to Determine the Slope and Deflection of a Beam -- _g9.7. _tMethod of Superposition -- _g9.8. _tApplication of Superposition to Statically Indeterminate Beams -- _g9.9. _tMoment-Area Theorems -- _g9.10. _tApplication to Cantilever Beams and Beams with Symmetric Loadings -- _g9.11. _tBending-Moment Diagrams by Parts -- _g9.12. _tApplication of Moment-Area Theorems to Beams with Unsymmetric Loadings -- _g9.13. _tMaximum Deflection -- _g9.14. _tUse of Moment-Area Theorems with Statically Indeterminate Beams -- _tReview and Summary for Chapter 9 -- _g10. _tColumns -- _g10.1. _tIntroduction -- _g10.2. _tStability of Structures -- _g10.3. _tEuler's Formula for Pin-Ended Columns -- _g10.4. _tExtension of Euler's Formula to Columns with Other End Conditions -- _g10.5. _tEccentric Loading; the Secant Formula -- _g10.6. _tDesign of Columns under a Centric Load -- _g10.7. _tDesign of Columns under an Eccentric Load -- _tReview and Summary for Chapter 10 -- _g11. _tEnergy Methods -- _g11.1. _tIntroduction -- _g11.2. _tStrain Energy.
505	0	0	_g11.3. _tStrain-Energy Density -- _g11.4. _tElastic Strain Energy for Normal Stresses -- _g11.5. _tElastic Strain Energy for Shearing Stresses -- _g11.6. _tStrain Energy for a General State of Stress -- _g11.7. _tImpact Loading -- _g11.8. _tDesign for Impact Loads -- _g11.9. _tWork and Energy under a Single Load -- _g11.10. _tDeflection under a Single Load by the Work-Energy Method -- _g11.11. _tWork and Energy under Several Loads -- _g11.12. _tCastigliano's Theorem -- _g11.13. _tDeflections by Castigliano's Theorem -- _g11.14. _tStatically Indeterminate Structures -- _tReview and Summary for Chapter 11 -- _tAppendices -- _gA. _tMoments of Areas -- _gB. _tTypical Properties of Selected Materials Used in Engineering -- _gC. _tProperties of Rolled-Steel Shapes -- _gD. _tBeam Deflections and Slopes -- _gE. _tFundamentals of Engineering Examination.
650		0	_aStrength of materials _vTextbooks. _916870
700	1		_aBeer, Ferdinand P. _q(Ferdinand Pierre), _d1915-2003. _922949
942			_2lcc _cBook
999			_c12382 _d12382