05238nam 22006254a 450 991045771730332120200520144314.01-280-96425-197866109642530-08-046993-0(CKB)1000000000350027(EBL)286744(OCoLC)437176617(SSID)ssj0000310512(PQKBManifestationID)11266930(PQKBTitleCode)TC0000310512(PQKBWorkID)10288988(PQKB)11557811(MiAaPQ)EBC286744(Au-PeEL)EBL286744(CaPaEBR)ebr10167067(CaONFJC)MIL96425(EXLCZ)99100000000035002720030408d2004 uy 0engurcn|||||||||txtccrStrength of materials[electronic resource] a unified theory /Surya N. Patnaik, Dale A. HopkinsAmsterdam ;Boston Elsevier/Butterworth-Heinemannc20041 online resource (773 p.)"A new unified theory for the 21st century"--Cover.0-7506-7402-4 Includes index.Cover; Front matter; Half Title Page; Title Page; Copyright; Contents; Preface; Strength of Materials; Determinate Analysis; Indeterminate Analysis; Stiffness Method; Redundant Force Method; Other Methods; Unified Theory of Strength of Materials; Historical Sketch; References; 1. Introduction; 1.1 Systems of Units; 1.2 Response Variables; 1.3 Sign Conventions; 1.4 Load-Carrying Capacity of Members; 1.5 Material Properties; 1.6 Stress-Strain Law; 1.7 Assumptions of Strength of Materials; 1.8 Equilibrium Equations; Three-Legged Table Problem; Navier's Table Problem; Problems2. Determinate Truss 2.1 Bar Member; 2.2 Stress in a Bar Member; 2.3 Displacement in a Bar Member; 2.4 Deformation in a Bar Member; 2.5 Strain in a Bar Member; 2.6 Definition of a Truss Problem; 2.7 Nodal Displacement; 2.8 Initial Deformation in a Determinate Truss; 2.9 Thermal Effect in a Truss; 2.10 Settling of Support; 2.11 Theory of Determinate Analysis; 2.12 Definition of Determinate Truss; Problems; 3. Simple Beam; 3.1 Analysis for Internal Forces; 3.2 Relationship between Bending Moment, Shear Force, and Load; 3.3 Flexure Formula; 3.4 Shear Stress Formula; 3.5 Displacement in a Beam3.6 Thermal Displacement in a Beam 3.7 Settling of Supports; 3.8 Shear Center; 3.9 Built-up Beam an Interface Shear Force; 3.10 Composite Beams; Problems; 4. Determinate Shaft; 4.1 Analysis of Internal Torque; 4.2 Torsion Formula; 4.3 Deformation Analysis; 4.4 Power Transmission through a Circular Shaft; Problems; 5. Simple Frames; Problems; 6. Indeterminate Truss; 6.1 Equilibrium Equations; 6.2 Deformation Displacement Relations; 6.3 Force Deformation Relations; 6.4 Compatibility Conditions; 6.5 Initial Deformation and Support Settling6.6 Null Property of the Equilibrium Equation and Compatibility Condition Matrices 6.7 Response Variables of Analysis; 6.8 Method of Forces or the Force Method; 6.9 Method of Displacements or the Displacement Method; 6.10 Integrated Force Method; Procedures for Analysis; Theory of Dual Integrated Force Method; Theory of Stiffness Method; Stiffness Method for Thermal Load; First Thermal Load; Second Thermal Load; Stiffness Method for Support Settling; Problems; 7. Indeterminate Beam; 7.1 Internal Forces in a Beam; 7.2 IFM Analysis for Indeterminate Beam; 7.3 Flexibility Matrix7.4 Stiffness Method Analysis for Indeterminate Beam 7.5 Stiffness Method for Mechanical Load; 7.6 Stiffness Solution for Thermal Load; 7.7 Stiffness Solution for Support Settling; 7.8 Stiffness Method Solution to the Propped Beam; 7.9 IFM Solution to Example 7-5; 7.10 Stiffness Method Solution to Example 7-5; Problems; 8. Indeterminate Shaft; 8.1 Equilibrium Equations; 8.2 Deformation Displacement Relations; 8.3 Force Deformation Relations; 8.4 Compatibility Conditions; 8.5 Integrated Force Method for Shaft; 8.6 Stiffness Method Analysis for Shaft; Problems; 9. Indeterminate Frame9.1 Integrated Force Method for Frame AnalysisStrength of Materials provides a comprehensive overview of the latest theory of strength of materials. The unified theory presented in this book is developed around three concepts: Hooke's Law, Equilibrium Equations, and Compatibility conditions. The first two of these methods have been fully understood, but clearly are indirect methods with limitations. Through research, the authors have come to understand compatibility conditions, which, until now, had remained in an immature state of development. This method, the Integrated Force Method (IFM) couples equilibrium and compatibility conditionsStrength of materialsElectronic books.Strength of materials.620.1/12Patnaik Surya N471368Hopkins Dale A926388MiAaPQMiAaPQMiAaPQBOOK9910457717303321Strength of materials2079986UNINA