Mechanics of materials : (Record no. 12391)

MARC details
000 -LEADER
fixed length control field 06584nam a2200229Ia 4500
003 - CONTROL NUMBER IDENTIFIER
control field NULRC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250520102644.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 250520s9999 xx 000 0 und d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781118083475
040 ## - CATALOGING SOURCE
Transcribing agency NULRC
050 ## - LIBRARY OF CONGRESS CALL NUMBER
Classification number TA 405 .P45 2013
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Philpot, Timothy A.
Relator term author
245 #0 - TITLE STATEMENT
Title Mechanics of materials :
Remainder of title an integrated learning system /
Statement of responsibility, etc. Timothy A. Philpot
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New York :
Name of publisher, distributor, etc. Wiley,
Date of publication, distribution, etc. c2013
300 ## - PHYSICAL DESCRIPTION
Extent xvii, 891 pages :
Other physical details color illustrations ;
Dimensions 28 cm.
365 ## - TRADE PRICE
Price amount USD151.48
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes index.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note Machine generated contents note: ch. 1 Stress -- 1.1. Introduction -- 1.2. Normal Stress Under Axial Loading -- 1.3. Direct Shear Stress -- 1.4. Bearing Stress -- 1.5. Stresses on Inclined Sections -- 1.6. Equality of Shear Stresses on Perpendicular Planes -- ch. 2 Strain -- 2.1. Displacement, Deformation, and the Concept of Strain -- 2.2. Normal Strain -- 2.3. Shear Strain -- 2.4. Thermal Strain -- ch. 3 Mechanical Properties of Materials -- 3.1. Tension Test -- 3.2. Stress-Strain Diagram -- 3.3. Hooke's Law -- 3.4. Poisson's Ratio -- ch. 4 Design Concepts -- 4.1. Introduction -- 4.2. Types of Loads -- 4.3. Safety -- 4.4. Allowable Stress Design -- 4.5. Load and Resistance Factor Design -- ch. 5 Axial Deformation -- 5.1. Introduction -- 5.2. Saint-Venant's Principle -- 5.3. Deformations in Axially Loaded Bars -- 5.4. Deformations in a System of Axially Loaded Bars -- 5.5. Statically Indeterminate Axially Loaded Members -- 5.6. Thermal Effects on Axial Deformation -- 5.7. Stress Concentrations -- ch. 6 Torsion -- 6.1. Introduction -- 6.2. Torsional Shear Strain -- 6.3. Torsional Shear Stress -- 6.4. Stresses on Oblique Planes -- 6.5. Torsional Deformations -- 6.6. Torsion Sign Conventions -- 6.7. Gears in Torsion Assemblies -- 6.8. Power Transmission -- 6.9. Statically Indeterminate Torsion Members -- 6.10. Stress Concentrations in Circular Shafts Under Torsional Loadings -- 6.11. Torsion of Noncircular Sections -- 6.12. Torsion of Thin-Walled Tubes: Shear Flow -- ch. 7 Equilibrium of Beams -- 7.1. Introduction -- 7.2. Shear and Moment in Beams -- 7.3. Graphical Method for Constructing Shear and Moment Diagrams -- 7.4. Discontinuity Functions to Represent Load, Shear, and Moment -- ch. 8^ Bending -- 8.1. Introduction -- 8.2. Flexural Strains -- 8.3. Normal Stresses in Beams Note continued: 8.4. Analysis of Bending Stresses in Beams -- 8.5. Introductory Beam Design for Strength -- 8.6. Flexural Stresses in Beams of Two Materials -- 8.7. Bending Due to Eccentric Axial Load -- 8.8. Unsymmetric Bending -- 8.9. Stress Concentrations Under Flexural Loadings -- ch. 9 Shear Stress in Beams -- 9.1. Introduction -- 9.2. Resultant Forces Produced by Bending Stresses -- 9.3. Shear Stress Formula -- 9.4. First Moment of Area Q -- 9.5. Shear Stresses in Beams of Rectangular Cross Section -- 9.6. Shear Stresses in Beams of Circular Cross Section -- 9.7. Shear Stresses in Webs of Flanged Beams -- 9.8. Shear Flow in Built-Up Members -- 9.9. Shear Stress and Shear Flow in Thin-Walled Members -- 9.10. Shear Centers of Thin-Walled Open Sections -- ch. 10 Beam Deflections -- 10.1. Introduction -- 10.2. Moment-Curvature Relationship -- 10.3. Differential Equation of the Elastic Curve -- 10.4. Deflections by Integration of a Moment Equation -- 10.5. Deflections by Integration of Shear-Force or Load Equations -- 10.6. Deflections Using Discontinuity Functions -- 10.7. Method of Superposition -- ch. 11 Statically Indeterminate Beams -- 11.1. Introduction -- 11.2. Types of Statically Indeterminate Beams -- 11.3. Integration Method -- 11.4. Use of Discontinuity Functions for Statically Indeterminate Beams -- 11.5. Superposition Method -- ch. 12 Stress Transformations -- 12.1. Introduction -- 12.2. Stress at a General Point in an Arbitrarily Loaded Body -- 12.3. Equilibrium of the Stress Element -- 12.4. Plane Stress -- 12.5. Generating the Stress Element -- 12.6. Equilibrium Method for Plane Stress Transformations -- 12.7. General Equations of Plane Stress Transformation -- 12.8. Principal Stresses and Maximum Shear Stress -- ^ 12.9. Presentation of Stress Transformation Results -- 12.10. Mohr's Circle for Plane Stress Note continued: 12.11. General State of Stress at a Point -- ch. 13 Strain Transformations -- 13.1. Introduction -- 13.2. Plane Strain -- 13.3. Transformation Equations for Plane Strain -- 13.4. Principal Strains and Maximum Shearing Strain -- 13.5. Presentation of Strain Transformation Results -- 13.6. Mohr's Circle for Plane Strain -- 13.7. Strain Measurement and Strain Rosettes -- 13.8. Generalized Hooke's Law for Isotropic Materials -- ch. 14 Thin-Walled Pressure Vessels -- 14.1. Introduction -- 14.2. Spherical Pressure Vessels -- 14.3. Cylindrical Pressure Vessels -- 14.4. Strains in Pressure Vessels -- ch. 15 Combined Loads -- 15.1. Introduction -- 15.2. Combined Axial and Torsional Loads -- 15.3. Principal Stresses in a Flexural Member -- 15.4. General Combined Loadings -- 15.5. Theories of Failure -- ch. 16 Columns -- 16.1. Introduction -- 16.2. Buckling of Pin-Ended Columns -- 16.3. Effect of End Conditions on Column Buckling -- 16.4. Secant Formula -- 16.5. Empirical Column Formulas -- Centric Loading -- 16.6. Eccentrically Loaded Columns -- ch. 17 Energy Methods -- 17.1. Introduction -- 17.2. Work and Strain Energy -- 17.3. Elastic Strain Energy for Axial Deformation -- 17.4. Elastic Strain Energy for Torsional Deformation -- 17.5. Elastic Strain Energy for Flexural Deformation -- 17.6. Impact Loading -- 17.7. Work-Energy Method for Single Loads -- 17.8. Method of Virtual Work -- 17.9. Deflections of Trusses by the Virtual-Work Method -- 17.10. Deflections of Beams by the Virtual-Work Method -- 17.11. Castigliano's Second Theorem -- 17.12. Calculating Deflections of Trusses by Castigliano's Theorem -- 17.13. Calculating Deflections of Beams by Castigliano's Theorem -- Appendix A Geometric Properties of an Area -- A.1. Centroid of an Area -- A.2. Moment of Inertia for an Area Note continued: A.3. Product of Inertia for an Area -- A.4. Principal Moments of Inertia -- A.5. Mohr's Circle for Principal Moments of Inertia -- Appendix B Geometric Properties of Structural Steel Shapes -- Appendix C Table of Beam Slopes and Deflections -- Appendix D Average Properties of Selected Materials.
520 ## - SUMMARY, ETC.
Summary, etc. This book integrates computer-based instruction into the traditional textbook format with the addition of the MecMovies instructional software.
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element MATERIALS -- MECHANICAL PROPERTIES
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Library of Congress Classification
Koha item type Books
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Collection Home library Current library Shelving location Date acquired Source of acquisition Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
    Library of Congress Classification     Civil Engineering LRC - Main National University - Manila General Circulation 10/16/2015 Purchased - Amazon 151.48   GC TA 405 .P45 2013 NULIB000010150 05/20/2025 c.1 05/20/2025 Books