Mechanics of Materials. (Record no. 25509)

MARC details
000 -LEADER
fixed length control field 05941nam a22003493i 4500
001 - CONTROL NUMBER
control field EBC5126239
003 - CONTROL NUMBER IDENTIFIER
control field MiAaPQ
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20190103182447.0
006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS--GENERAL INFORMATION
fixed length control field m o d |
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field cr cnu||||||||
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 181231s2010 xx o ||||0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9788131742488
Qualifying information (electronic bk.)
035 ## - SYSTEM CONTROL NUMBER
System control number (MiAaPQ)EBC5126239
035 ## - SYSTEM CONTROL NUMBER
System control number (Au-PeEL)EBL5126239
035 ## - SYSTEM CONTROL NUMBER
System control number (CaONFJC)MIL265030
035 ## - SYSTEM CONTROL NUMBER
System control number (OCoLC)1024247462
040 ## - CATALOGING SOURCE
Original cataloging agency MiAaPQ
Language of cataloging eng
Description conventions rda
-- pn
Transcribing agency MiAaPQ
Modifying agency MiAaPQ
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number 23
Classification number 620.1
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Hibbeler, Russell C.
245 10 - TITLE STATEMENT
Title Mechanics of Materials.
250 ## - EDITION STATEMENT
Edition statement 8th ed.
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (885 pages)
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note Cover -- Contents -- 1 Stress -- Chapter Objectives -- 1.1 Introduction -- 1.2 Equilibrium of a Deformable Body -- 1.3 Stress -- 1.4 Average Normal Stress in an Axially Loaded Bar -- 1.5 Average Shear Stress -- 1.6 Allowable Stress -- 1.7 Design of Simple Connections -- 2 Strain -- Chapter Objectives -- 2.1 Deformation -- 2.2 Strain -- 3 Mechanical Properties of Materials -- Chapter Objectives -- 3.1 The Tension and Compression Test -- 3.2 The Stress-Strain Diagram -- 3.3 Stress-Strain Behavior of Ductile and Brittle Materials -- 3.4 Hooke's Law -- 3.5 Strain Energy -- 3.6 Poisson's Ratio -- 3.7 The Shear Stress-Strain Diagram -- 3.8 Failure of Materials Due to Creep and Fatigue -- 4 Axial Load -- Chapter Objectives -- 4.1 Saint-Venant's Principle -- 4.2 Elastic Deformation of an Axially Loaded Member -- 4.3 Principle of Superposition -- 4.4 Statically Indeterminate Axially Loaded Member -- 4.5 The Force Method of Analysis for Axially Loaded Members -- 4.6 Thermal Stress -- 4.7 Stress Concentrations -- 4.8 Inelastic Axial Deformation -- 4.9 Residual Stress -- 5 Torsion -- Chapter Objectives -- 5.1 Torsional Deformation of a Circular Shaft -- 5.2 The Torsion Formula -- 5.3 Power Transmission -- 5.4 Angle of Twist -- 5.5 Statically Indeterminate Torque-Loaded Members -- 5.6 Solid Noncircular Shafts -- 5.7 Thin-Walled Tubes Having Closed Cross Sections -- 5.8 Stress Concentration -- 5.9 Inelastic Torsion -- 5.10 Residual Stress -- 6 Bending -- Chapter Objectives -- 6.1 Shear and Moment Diagrams -- 6.2 Graphical Method for Constructing Shear and Moment Diagrams -- 6.3 Bending Deformation of a Straight Member -- 6.4 The Flexure Formula -- 6.5 Unsymmetric Bending -- 6.6 Composite Beams -- 6.7 Reinforced Concrete Beams -- 6.8 Curved Beams -- 6.9 Stress Concentrations -- 6.10 Inelastic Bending -- 7 Transverse Shear -- Chapter Objectives.
505 8# - FORMATTED CONTENTS NOTE
Formatted contents note 7.1 Shear in Straight Members -- 7.2 The Shear Formula -- 7.3 Shear Flow in Built-Up Members -- 7.4 Shear Flow in Thin-Walled Members -- 7.5 Shear Center For Open Thin-Walled Members -- 8 Combined Loadings -- Chapter Objectives -- 8.1 Thin-Walled Pressure Vessels -- 8.2 State of Stress Caused by Combined Loadings -- 9 Stress Transformation -- Chapter Objectives -- 9.1 Plane-Stress Transformation -- 9.2 General Equations of Plane-Stress Transformation -- 9.3 Principal Stresses and Maximum In-Plane Shear Stress -- 9.4 Mohr's Circle-Plane Stress -- 9.5 Absolute Maximum Shear Stress -- 10 Strain Transformation -- Chapter Objectives -- 10.1 Plane Strain -- 10.2 General Equations of Plane-Strain Transformation -- 10.3 Mohr's Circle-Plane Strain -- 10.4 Absolute Maximum Shear Strain -- 10.5 Strain Rosettes -- 10.6 Material-Property Relationships -- 10.7 Theories of Failure -- 11 Design of Beams and Shafts -- Chapter Objectives -- 11.1 Basis for Beam Design -- 11.2 Prismatic Beam Design -- 11.3 Fully Stressed Beams -- 11.4 Shaft Design -- 12 Deflection of Beams and Shafts -- Chapter Objectives -- 12.1 The Elastic Curve -- 12.2 Slope and Displacement by Integration -- 12.3 Discontinuity Functions -- 12.4 Slope and Displacement by the Moment-Area Method -- 12.5 Method of Superposition -- 12.6 Statically Indeterminate Beams and Shafts -- 12.7 Statically Indeterminate Beams and Shafts-Method of Integration -- 12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method -- 12.9 Statically Indeterminate Beams and Shafts-Method of Superposition -- 13 Buckling of Columns -- Chapter Objectives -- 13.1 Critical Load -- 13.2 Ideal Column with Pin Supports -- 13.3 Columns Having Various Types of Supports -- 13.4 The Secant Formula -- 13.5 Inelastic Buckling -- 13.6 Design of Columns for Concentric Loading -- 13.7 Design of Columns for Eccentric Loading.
505 8# - FORMATTED CONTENTS NOTE
Formatted contents note 14 Energy Methods -- Chapter Objectives -- 14.1 External Work and Strain Energy -- 14.2 Elastic Strain Energy for Various Types of Loading -- 14.3 Conservation of Energy -- 14.4 Impact Loading -- 14.5 Principle of Virtual Work -- 14.6 Method of Virtual Forces Applied to Trusses -- 14.7 Method of Virtual Forces Applied to Beams -- 14.8 Castigliano's Theorem -- 14.9 Castigliano's Theorem Applied to Trusses -- 14.10 Castigliano's Theorem Applied to Beams -- Appendices -- A. Geometric Properties of an Area -- A.1 Centroid of an Area -- A.2 Moment of Inertia for an Area -- A.3 Product of Inertia for an Area -- A.4 Moments of Inertia for an Area about Inclined Axes -- A.5 Mohr's Circle for Moments of Inertia -- B. Geometric Properties of Structural Shapes -- C. Slopes and Deflections of Beams -- Fundamental Problems Partial Solutions and Answers -- Answers to Selected Problems -- Index -- A -- B -- C -- D -- E -- F -- G -- H -- I -- K -- L -- M -- N -- O -- P -- R -- S -- T -- U -- V -- W -- Y -- Z.
590 ## - LOCAL NOTE (RLIN)
Local note Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2018. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
655 #4 - INDEX TERM--GENRE/FORM
Genre/form data or focus term Electronic books.
776 08 - ADDITIONAL PHYSICAL FORM ENTRY
Display text Print version:
Main entry heading Hibbeler, Russell C.
Title Mechanics of Materials
Place, publisher, and date of publication Noida : Pearson India,c2010
797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN)
Corporate name or jurisdiction name as entry element ProQuest (Firm)
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="https://ebookcentral.proquest.com/lib/cethalassery/detail.action?docID=5126239">https://ebookcentral.proquest.com/lib/cethalassery/detail.action?docID=5126239</a>
Public note Click to View
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Books
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Materials specified (bound volume or other part) Damaged status Not for loan Home library Current library Shelving location Date acquired Total Checkouts Full call number Barcode Date last seen Price effective from Koha item type
    Dewey Decimal Classification Online Access     CENTRAL LIBRARY Digital Library Digital Library 03/01/2019   620.1 HIB-M E0001 03/01/2019 03/01/2019 E- Books
Powered by Koha ILS
Page Design & Customization: Library Web Team CE Thalassery