Mechanics of Materials : SI version (Record no. 609)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 07024nam a2200241Ia 4500 |
| 001 - CONTROL NUMBER | |
| control field | 0002334 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20190326154645.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 170602s9999 xx 000 0 und d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9788126557462 |
| 028 ## - PUBLISHER NUMBER | |
| Qualifying information | 2016 |
| Source | Allied Informatics, Jaipur |
| 040 ## - CATALOGING SOURCE | |
| Language of cataloging | English |
| Original cataloging agency | BSDU |
| Transcribing agency | BSDU |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 620.112 3 |
| Item number | PHI |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Philpot, Timothy A |
| 245 #0 - TITLE STATEMENT | |
| Title | Mechanics of Materials : SI version |
| 250 ## - EDITION STATEMENT | |
| Edition statement | 3rd |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Name of publisher, distributor, etc. | Wiley India Pvt. Ltd. India |
| Place of publication, distribution, etc. | New Delhi |
| Date of publication, distribution, etc. | 2015,c2014 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 877 |
| 500 ## - GENERAL NOTE | |
| General note | It presents the theory and practice of mechanics of materials in a straight-forward, plain-speaking, student-friendly manner that addresses the learning styles of today's students without sacrificing rigor or depth in the presentation of topics. Unique to this book is the integration of MecMovies. This award-winning instructional software package created by the author provides extensive hands-on practice and feedback to students as they become familiar with a wide variety of concepts and applications, from stress and strain to bending, torsion, transverse shear and combined loads. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Contents<br/>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 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Mechanical |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Books |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Date acquired | Cost, normal purchase price | Total Checkouts | Full call number | Barcode | Date last seen | Cost, replacement price | Price effective from | Koha item type | Date last checked out |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 12/12/2016 | 699.00 | 620.112 3 PHI | 002334 | 02/12/2020 | 699.00 | 06/02/2017 | Books | ||||||
| Dewey Decimal Classification | BSDU Knowledge Resource Center, Jaipur | BSDU Knowledge Resource Center, Jaipur | 12/12/2016 | 699.00 | 1 | 620.112 3 PHI | 002335 | 09/19/2025 | 699.00 | 06/02/2017 | Books | 09/08/2025 |