LEADER 05202nam 22006254a 450 001 9910824456803321 005 20200520144314.0 010 $a1-280-96425-1 010 $a9786610964253 010 $a0-08-046993-0 035 $a(CKB)1000000000350027 035 $a(EBL)286744 035 $a(OCoLC)437176617 035 $a(SSID)ssj0000310512 035 $a(PQKBManifestationID)11266930 035 $a(PQKBTitleCode)TC0000310512 035 $a(PQKBWorkID)10288988 035 $a(PQKB)11557811 035 $a(Au-PeEL)EBL286744 035 $a(CaPaEBR)ebr10167067 035 $a(CaONFJC)MIL96425 035 $a(MiAaPQ)EBC286744 035 $a(EXLCZ)991000000000350027 100 $a20030408d2004 uy 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStrength of materials $ea unified theory /$fSurya N. Patnaik, Dale A. Hopkins 205 $a1st ed. 210 $aAmsterdam ;$aBoston $cElsevier/Butterworth-Heinemann$dc2004 215 $a1 online resource (773 p.) 300 $a"A new unified theory for the 21st century"--Cover. 311 $a0-7506-7402-4 320 $aIncludes index. 327 $aCover; 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; Problems 327 $a2. 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 Beam 327 $a3.6 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 Settling 327 $a6.6 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 Matrix 327 $a7.4 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 Frame 327 $a9.1 Integrated Force Method for Frame Analysis 330 $aStrength 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 conditions 606 $aStrength of materials 615 0$aStrength of materials. 676 $a620.1/12 700 $aPatnaik$b Surya N$0471368 701 $aHopkins$b Dale A$01124148 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910824456803321 996 $aStrength of materials$93938670 997 $aUNINA