Mechanics of Materials SI Version (Record no. 39228)

MARC details
000 -LEADER
fixed length control field 06191nam a22001697a 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9788126557462
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 620.1123 PHI-M
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Philpot, Timothy A
245 ## - TITLE STATEMENT
Title Mechanics of Materials SI Version
250 ## - EDITION STATEMENT
Edition statement 3rd
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc New Delhi
Name of publisher, distributor, etc Wiley
Date of publication, distribution, etc 2014
300 ## - PHYSICAL DESCRIPTION
Extent 877p.
500 ## - GENERAL NOTE
General note Chapter 1 Stress<br/><br/>1.1 Introduction<br/><br/>1.2 Normal Stress Under Axial Loading <br/><br/>1.3 Direct Shear Stress<br/><br/>1.4 Bearing Stress<br/><br/>1.5 Stresses on Inclined Sections<br/><br/>1.6 Equality of Shear Stresses on Perpendicular Planes<br/><br/> <br/><br/>Chapter 2 Strain<br/><br/>2.1 Displacement, Deformation and the Concept of Strain<br/><br/>2.2 Normal Strain<br/><br/>2.3 Shear Strain<br/><br/>2.4 Thermal Strain<br/><br/> <br/><br/>Chapter 3 Mechanical Properties of Materials<br/><br/>3.1 The Tension Test<br/><br/>3.2 The Stress--Strain Diagram<br/><br/>3.3 Hooke's Law<br/><br/>3.4 Poisson's Ratio<br/><br/> <br/><br/>Chapter 4 Design Concepts<br/><br/>4.1 Introduction<br/><br/>4.2 Types of Loads<br/><br/>4.3 Safety<br/><br/>4.4 Allowable Stress Design<br/><br/>4.5 Load and Resistance Factor Design<br/><br/> <br/><br/>Chapter 5 Axial Deformation<br/><br/>5.1 Introduction <br/><br/>5.2 Saint-Venant's Principle<br/><br/>5.3 Deformations in Axially Loaded Bars<br/><br/>5.4 Deformations in a System of Axially Loaded Bars<br/><br/>5.5 Statically Indeterminate Axially Loaded Members<br/><br/>5.6 Thermal Effects on Axial Deformation<br/><br/>5.7 Stress Concentrations<br/><br/> <br/><br/>Chapter 6 Torsion<br/><br/>6.1 Introduction<br/><br/>6.2 Torsional Shear Strain<br/><br/>6.3 Torsional Shear Stress<br/><br/>6.4 Stresses on Oblique Planes<br/><br/>6.5 Torsional Deformations<br/><br/>6.6 Torsion Sign Conventions<br/><br/>6.7 Gears in Torsion Assemblies<br/><br/>6.8 Power Transmission<br/><br/>6.9 Statically Indeterminate Torsion Members<br/><br/>6.10 Stress Concentrations in Circular Shafts Under Torsional Loadings<br/><br/>6.11 Torsion of Noncircular Sections<br/><br/>6.12 Torsion of Thin-Walled Tubes: Shear Flow<br/><br/> <br/><br/>Chapter 7 Equilibrium of Beams<br/><br/>7.1 Introduction<br/><br/>7.2 Shear and Moment in Beams<br/><br/>7.3 Graphical Method for Constructing Shear and Moment Diagrams<br/><br/>7.4 Discontinuity Functions to Represent Load, Shear and Moment<br/><br/> <br/><br/>Chapter 8 Bending<br/><br/>8.1 Introduction<br/><br/>8.2 Flexural Strains<br/><br/>8.3 Normal Stresses in Beams<br/><br/>8.4 Analysis of Bending Stresses in Beams<br/><br/>8.5 Introductory Beam Design for Strength<br/><br/>8.6 Flexural Stresses in Beams of Two Materials<br/><br/>8.7 Bending Due to Eccentric Axial Load<br/><br/>8.8 Unsymmetric Bending<br/><br/>8.9 Stress Concentrations Under Flexural Loadings<br/><br/> <br/><br/>Chapter 9 Shear Stress in Beams<br/><br/>9.1 Introduction<br/><br/>9.2 Resultant Forces Produced by Bending Stresses<br/><br/>9.3 The Shear Stress Formula<br/><br/>9.4 The First Moment of Area Q<br/><br/>9.5 Shear Stresses in Beams of Rectangular Cross Section<br/><br/>9.6 Shear Stresses in Beams of Circular Cross Section<br/><br/>9.7 Shear Stresses in Webs of Flanged Beams <br/><br/>9.8 Shear Flow in Built-Up Members<br/><br/>9.9 Shear Stress and Shear Flow in Thin-Walled Members<br/><br/>9.10 Shear Centers of Thin-Walled Open Sections<br/><br/> <br/><br/>Chapter 10 Beam Deflections<br/><br/>10.1 Introduction<br/><br/>10.2 Moment-Curvature Relationship<br/><br/>10.3 The Differential Equation of the Elastic Curve<br/><br/>10.4 Deflections by Integration of a Moment Equation<br/><br/>10.5 Deflections by Integration of Shear-Force or Load Equations<br/><br/>10.6 Deflections Using Discontinuity Functions<br/><br/>10.7 Method of Superposition<br/><br/> <br/><br/>Chapter 11 Statically Indeterminate Beams<br/><br/>11.1 Introduction<br/><br/>11.2 Types of Statically Indeterminate Beams<br/><br/>11.3 The Integration Method<br/><br/>11.4 Use of Discontinuity Functions for Statically Indeterminate Beams<br/><br/>11.5 The Superposition Method<br/><br/> <br/><br/>Chapter 12 Stress Transformations<br/><br/>12.1 Introduction<br/><br/>12.2 Stress at a General Point in an Arbitrarily Loaded Body<br/><br/>12.3 Equilibrium of the Stress Element <br/><br/>12.4 Plane Stress<br/><br/>12.5 Generating the Stress Element<br/><br/>12.6 Equilibrium Method for Plane Stress Transformations<br/><br/>12.7 General Equations of Plane Stress Transformation<br/><br/>12.8 Principal Stresses and Maximum Shear Stress<br/><br/>12.9 Presentation of Stress Transformation Results<br/><br/>12.10 Mohr's Circle for Plane Stress<br/><br/>12.11 General State of Stress at a Point<br/><br/> <br/><br/>Chapter 13 Strain Transformations<br/><br/>13.1 Introduction<br/><br/>13.2 Plane Strain<br/><br/>13.3 Transformation Equations for Plane Strain<br/><br/>13.4 Principal Strains and Maximum Shearing Strain<br/><br/>13.5 Presentation of Strain Transformation Results<br/><br/>13.6 Mohr's Circle for Plane Strain<br/><br/>13.7 Strain Measurement and Strain Rosettes<br/><br/>13.8 Generalized Hooke's Law for Isotropic Materials<br/><br/> <br/><br/>Chapter 14 Thin-Walled Pressure Vessels<br/><br/>14.1 Introduction <br/><br/>14.2 Spherical Pressure Vessels<br/><br/>14.3 Cylindrical Pressure Vessels<br/><br/>14.4 Strains in Pressure Vessels<br/><br/> <br/><br/>Chapter 15 Combined Loads<br/><br/>15.1 Introduction<br/><br/>15.2 Combined Axial and Torsional Loads<br/><br/>15.3 Principal Stresses in a Flexural Member<br/><br/>15.4 General Combined Loadings<br/><br/>15.5 Theories of Failure<br/><br/> <br/><br/>Chapter 16 Columns<br/><br/>16.1 Introduction<br/><br/>16.2 Buckling of Pin-Ended Columns<br/><br/>16.3 The Effect of End Conditions on Column Buckling<br/><br/>16.4 The Secant Formula<br/><br/>16.5 Empirical Column Formulas--Centric Loading<br/><br/>16.6 Eccentrically Loaded Columns<br/><br/> <br/><br/>Chapter 17 Energy Methods<br/><br/>17.1 Introduction<br/><br/>17.2 Work and Strain Energy<br/><br/>17.3 Elastic Strain Energy for Axial Deformation<br/><br/>17.4 Elastic Strain Energy for Torsional Deformation<br/><br/>17.5 Elastic Strain Energy for Flexural Deformation<br/><br/>17.6 Impact Loading<br/><br/>17.7 Work-Energy Method for Single Loads<br/><br/>17.8 Method of Virtual Work<br/><br/>17.9 Deflections of Trusses by the Virtual-Work Method<br/><br/>17.10 Deflections of Beams by the Virtual-Work Method<br/><br/>17.11 Castigliano's Second Theorem<br/><br/>17.12 Calculating Deflections of Trusses by Castigliano's Theorem<br/><br/>17.13 Calculating Deflections of Beams by Castigliano's Theorem<br/><br/> <br/><br/>Appendix A Geometric Properties of an Area<br/><br/>A.1 Centroid of an Area<br/><br/>A.2 Moment of Inertia for an Area<br/><br/>A.3 Product of Inertia for an Area<br/><br/>A.4 Principal Moments of Inertia<br/><br/>A.5 Mohr's Circle for Principal Moments of Inertia<br/><br/>Appendix B Geometric Properties of Structural Steel Shapes<br/><br/>Appendix C Table of Beam Slopes and Deflections<br/><br/>Appendix D Average Properties of Selected Materials<br/><br/>Answers to Odd Numbered Problems<br/><br/>Index
901 ## - LOCAL DATA ELEMENT A, LDA (RLIN)
Acc. No. 26263
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Books
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    Dewey Decimal Classification   Not For Loan Reference Amity Central Library Amity Central Library ASET M.Tech MD 03/02/2018 SBA 1499.00 SBA / 12050 22/12/2017   620.1123 PHI-M 26263 03/02/2018 https://epgp.inflibnet.ac.in/UploadedContent.php 03/02/2018 Reference Book
    Dewey Decimal Classification       Amity Central Library Amity Central Library ASET M.Tech MD 03/02/2018 SBA 1499.00 SBA / 12050 22/12/2017   620.1123 PHI-M 26264 03/02/2018 https://epgp.inflibnet.ac.in/UploadedContent.php 03/02/2018 Books
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