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ABOUT THE BOOKABOUT THE AUTHORDr. R.K. Bansal graduated in 1966. He obtained his Master's Degree in 1975 with 'HONOURS'from I.I.T., Delhi and Ph.D. in 1981 from University of Delhi. He joined Delhi College ofEngineering as a Lecturer and became Assistant Professor in 1984. He was selected for the postof Professor in 1995. He also held the posts of Head of Mech. Engineering (Faculty ofTechnology, University of Delhi), Dean (P.G.) Studies and Dean (U.G.) Studies, Delhi College ofEngineering, Delhi. During his teaching career of about thirty five years, he guided a largenumber of research students and got published many papers. Dr. Bansal is the author of manybooks, which are followed as textbooks.(Mechanics of Solids)The sixth edition of this book ‘A Textbook of Strength of Materials (Mechanics of Solids)’contains twenty six chapters. This edition has been thoroughly revised and made up-to-date.A large number of numerical problems from different B.E. degree examinations have beenadded with solution at proper places. At the end of each chapter, highlights, theoretical questionsand many unsolved numerical problems with answers have been given for the students topractice them. Four advanced topics---stresses due to rotation in thin and thick cylinders,bending of curved bars, theories of failures of the materials, and unsymmetrical bending andshear centre have also been added. These chapters have been written in such a simple andeasy-to-follow language that even an average student can understand them easily by self-study.A large number of Objective Type Multiple Choice Questions, asked in the most of thecompetitive examinations, have been incorporated in this edition with answers and explanationsto make this edition more useful for competitive examinations.ABOUT THE CD Covers the chapters—Stresses, Strains, Beams, Shafts, Direct and Bending Stresses,Combined Stresses, Thin Shells, and Springs Explanation of basic concepts in each chapter aided with relevant pictures Usage and applicability of formulae Working of real world application examples aided with computer animations Concept and text explanation aided with 3D models, animations and pictures The CD is more user friendly as it helps you: have a quick recap of the concepts of the subject getting an overview of the entire subject understand a stubborn topic(Mechanics of Solids)ISBN 978-81-318-0814-69(An ISO 9001:2008 Company)7 8 8 1 3 18 0 8 1 4 6PRICE: 750.00ESM-0598-750-STRENGTH OF MATERIALS-BAN

A TEXTBOOK OFSTRENGTH OF MATERIALS[MECHANICS OF SOLIDS]i

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A TEXTBOOK OFSTRENGTH OF MATERIALS[Mechanics of Solids](In S.I. Units)[For Degree, U.P.S.C. (Engg. Services), GATE andOther Competitive Examinations]ByDr. R.K. BANSALB.Sc. Engg. (Mech.), M. Tech., Hons. (I.I.T., Delhi)Ph.D., M.I.E. (India)Formerly Professor and HeadDepartment of Mechanical Engineering,(University of Delhi)Delhi College of Engineering, DelhiLAXMI PUBLICATIONS (P) LTD(An ISO 9001:2008 Company)BENGALURU CHENNAI COCHIN GUWAHATI HYDERABADJALANDHAR KOLKATA LUCKNOW MUMBAI RANCHI NEW DELHIBOSTON (USA) ACCRA (GHANA) NAIROBI (KENYA)iii

A TEXTBOOK OF STRENGTH OF MATERIALSCompiled by : Smt. Nirmal Bansal by Author and PublishersAll rights reserved including those of translation into other languages. In accordance with the Copyright (Amendment) Act, 2012,no part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic,mechanical, photocopying, recording or otherwise. Any such act or scanning, uploading, and or electronic sharing of any part of thisbook without the permission of the publisher constitutes unlawful piracy and theft of the copyright holder’s intellectual property. Ifyou would like to use material from the book (other than for review purposes), prior written permission must be obtained from thepublishers.Printed and bound in IndiaTypeset at Goswami Associates, DelhiThird Edition : 1996, Reprint : 1998, 2000, 2001, 2002, 2003, 2004, Fourth Edition : 2007Revised Fourth Edition : 2010, Reprint : 2011, Fifth Edition : 2012, Reprint : 2013, 2014, Sixth Edition : 2015, Reprint : 2017ISBN : 978-81-318-0814-6Limits of Liability/Disclaimer of Warranty: The publisher and the author make no representation or warranties with respect to theaccuracy or completeness of the contents of this work and specifically disclaim all warranties. The advice, strategies, and activitiescontained herein may not be suitable for every situation. In performing activities adult supervision must be sought. Likewise, commonsense and care are essential to the conduct of any and all activities, whether described in this book or otherwise. Neither the publishernor the author shall be liable or assumes any responsibility for any injuries or damages arising here from. The fact that an organizationor Website if referred to in this work as a citation and/or a potential source of further information does not mean that the author orthe publisher endorses the information the organization or Website may provide or recommendations it may make. Further, readersmust be aware that the Internet Websites listed in this work may have changed or disappeared between when this work was writtenand when it is read.BranchesAll trademarks, logos or any other mark such as Vibgyor, USP, Amanda, Golden Bells, Firewall Media, Mercury, Trinity, Laxmiappearing in this work are trademarks and intellectual property owned by or licensed to Laxmi Publications, its subsidiaries oraffiliates. Notwithstanding this disclaimer, all other names and marks mentioned in this work are the trade names, trademarks orservice marks of their respective owners.Published in India byLaxmi Publications (P) Ltd.(An ISO 9001:2008 Company)113, GOLDEN HOUSE, DARYAGANJ,NEW DELHI - 110002, INDIATelephone : 91-11-4353 2500, 4353 2501Fax : 91-11-2325 2572, 4353 2528www.laxmipublications.com info@laxmipublications.com&Bengaluru080-26 75 69 30&Chennai044-24 34 47 26, 24 35 95 07&Cochin0484-237 70 04,405 13 03&Guwahati0361-254 36 69,251 38 81&Hyderabad040-27 55 53 83, 27 55 53 93&Jalandhar0181-222 12 72&Kolkata033-22 27 43 84&Lucknow0522-220 99 16&Mumbai022-24 93 12 61&Ranchi0651-220 44 64C— R/017/02Printed at: International Print-O-Pac, Delhi

DedicatedtoThe loving memoryofmy daughter, Babliv

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PREFACE TO THE SIXTH EDITIONThe popularity of the fifth edition and reprints of the book A Textbook of Strengthof Materials amongst the students and the teachers of the various Indian universities, hasprompted the bringing out of the sixth edition of the book so soon. The sixth edition has beenthoroughly revised and brought up-to-date. A large number of problems from different B.E.degree examinations of Indian universities and other examining bodies, such as Institutionof Engineers, U.P.S.C. (Engineering Services) and GATE have been selected and have beensolved at proper places in this edition in S.I. Units.Four advanced topics of Strength of Materials such as stresses due to rotation in thin andthick cylinders, bending of curved bars, theories of failure of the material and unsymmetricalbending and shear centre have been added. These chapters have been written in such a simpleand easy-to-follow language that even an average student can understand easily by self-study.In the chapter of ‘Columns and Struts’, the advanced articles such as columns witheccentric load, with initial curvature and beam columns have been included. Also in the chapterof ‘Principal Stresses and Strains’, strain on an oblique plane and Mohr’s strain circle havebeen added.The notations in this edition have been used up-to-date by the use of sigma and tau forstresses.The objective type multiple-choice questions are often asked in the various competitiveexaminations. Hence a large number of objective type questions with answers have been addedat the end of the book.Also a large number of objective type questions which have been asked in most ofcompetitive examinations such as Engineering Services Examination and GATE with answersand explanation have been incorporated in this edition.With these editions, it is hoped that the book will be quite useful for the students ofdifferent branches of Engineering at various Engineering Institutions.I express my sincere thanks to my colleagues, friends, students and the teachers ofdifferent Indian universities for their valuable suggestions and recommending the book totheir students.Suggestions for the improvement of this book are most welcome and would be incorporated in the next edition with a view to make the book more useful.—Authorvii

PREFACE TO THE FIRST EDITIONI am glad to present the book entitled, A Textbook of Strength of Materials to theengineering students of mechanical, civil, electrical, aeronautical and chemical and also to thestudents of A.M.I.E. Examination of Institution of Engineers (India). The course-contents havebeen planned in such a way that the general requirements of all engineering students arefulfilled.During my long experience of teaching to the engineering students for the past 20 years,I have observed that the students face difficulty in understanding clearly the basic principles,fundamental concepts and theory without adequate solved problems along with the text. Tomeet this very basic requirement to the students, a large number of the questions taken fromthe examinations of the various universities of India and from other professional and competitiveexaminations (such as Institution of Engineers, and U.P.S.C. Engineering Service Examinations)have been solved along with the text, in S.I. units.This book is written in a simple and easy-to-follow language, so that even an averagestudents can grasp the subject by self-study. At the end of each chapter, highlights, theoreticalquestions and many unsolved numerical problems with answers are given for the students tosolve them.I am thankful to my colleagues, friends and students who encouraged me to write thisbook. I am grateful to Institution of Engineers (India), various universities of India and thoseauthorities whose work have been consulted and gave me a great help in preparing this book.I express my appreciation and gratefulness to my publisher, Shri R.K. Gupta (a MechanicalEngineer) for his most co-operative, painstaking attitude and untiring efforts for bringing outthe book in a short period.Smt. Nirmal Bansal deserves special credit as she not only provided an ideal atmosphere at home for book writing but also gave inspiration and valuable suggestions.Though every care has been taken in checking the manuscripts and proof reading, yetclaiming perfection is very difficult. I shall be very grateful to the readers and users of this bookfor pointing any mistakes that might have crept in. Suggestions for improvement are mostwelcome and would be incorporated in the next edition with a view to make the book moreuseful.—Authorviii

CONTENTSChaptersPagesChapter 1. Simple Stresses and sStrainTypes of StressesElasticity and Elastic LimitHooke’s Law and Elastic ModuliiModulus of Elasticity (or Young’s Modulus)Factor of SafetyConstitutive Relationship between Stress and StrainAnalysis of Bars of Varying SectionsAnalysis of Uniformly Tapering Circular RodAnalysis of Uniformly Tapering Rectangular BarAnalysis of Bars of Composite SectionsThermal StressesThermal Stresses in Composite BarsElongation of a Bar Due to its Own WeightAnalysis of Bar of Uniform StrengthHighlightsExercise1—58.Chapter 2. Elastic IntroductionLongitudinal StrainLateral StrainPoisson’s RatioVolumetric StrainVolumetric Strain of a Cylindrical RodBulk ModulusExpression for Young’s Modulus in Terms of Bulk ModulusPrinciple of Complementary Shear StressesStresses on Inclined Sections when the Element is Subjected to SimpleShear Stresses2.11. Diagonal Stresses Produced by Simple Shear on a Square Block2.12. Direct (Tensile and Compressive) Strains of the Diagonals2.13. Relationship between Modulus of Elasticity and Modulus of RigidityHighlightsExerciseChapter 3. Principal Stresses and Strains3.1.3.2.3.3.3.4.IntroductionPrincipal Planes and Principal StressesMethods of Determining Stresses on Oblique SectionAnalytical Method for Determining Stresses on Oblique 606268707073.74767778818285—142.85858585ix

Chapters3.5.3.6.3.7.PagesMohr’s CircleStrain on an Oblique PlaneMohr’s Strain CircleHighlightsExerciseChapter 4. Strain Energy and Impact Loading4.1.4.2.4.3.4.4.4.5.4.6.IntroductionSome DefinitionsExpression for Strain Energy Stored in a Body when the Load is AppliedGraduallyExpression for Strain Energy Stored in a Body when the Load is AppliedSuddenlyExpression for Strain Energy Stored in a Body when the Load is Appliedwith ImpactExpression for Strain Energy Stored in a Body due to Shear StressHighlightsExerciseChapter 5. Centre of Gravity and Moment of 11.5.12.5.13.5.14.5.15.Centre of GravityCentroidCentroid or Centre of Gravity of Simple Plane FiguresCentroid (or Centre of Gravity) of Areas of Plane Figuresby the Method of MomentsImportant PointsArea Moment of InertiaRadius of GyrationTheorem of the Perpendicular AxisTheorem of Parallel AxisDetermination of Area Moment of InertiaMass Moment of InertiaDetermination of Mass Moment of InertiaProduct of InertiaPrincipal AxesPrincipal Moments of InertiaHighlightsExerciseChapter 6. Shear Force and Bending nShear Force and Bending Moment DiagramsTypes of BeamsTypes of LoadSign Conventions for Shear Force and Bending MomentImportant Points for Drawing Shear Force and Bending Moment DiagramsShear Force and Bending Moment Diagrams for a Cantilever with aPoint Load at the Free EndShear Force and Bending Moment Diagrams for a Cantilever with aUniformly Distributed 1.244

7.6.18.PagesShear Force and Bending Moment Diagrams for a CantileverCarrying a Gradually Varying LoadShear Force and Bending Moment Diagrams for a SimplySupported Beam with a Point Load at Mid-pointShear Force and Bending Moment Diagrams for a SimplySupported Beam with an Eccentric Point LoadShear Force and Bending Moment Diagrams for a SimplySupported Beam Carrying a Uniformly Distributed LoadShear Force and Bending Moment Diagrams for aSimply Supported Beam Carrying a UniformlyVarying Load from Zero at Each End to w Per Unit Length at the CentreShear Force and B.M. Diagrams for a Simply Supported BeamCarrying a Uniformly Varying Load from Zero at one End to w Per UnitLength at the Other EndShear Force and Bending Moment Diagrams for Over-hanging BeamsS. F. and B. M. Diagrams for Beams Carrying Inclined LoadShear Force and Bending Moment Diagrams for Beams Subjectedto CouplesRelations between Load, Shear Force and Bending MomentHighlightsExerciseChapter 7. Bending Stresses in .IntroductionPure Bending or Simple BendingTheory of Simple Bending with Assumptions MadeExpression for Bending StressNeutral Axis and Moment of ResistanceBending Stresses in Symmetrical SectionsSection ModulusSection Modulus for Various Shapes or Beam SectionsBending Stress in Unsymmetrical SectionsStrength of a SectionComposite Beams (Flitched Beams)HighlightsExerciseChapter 8. Shear Stresses in Beams8.1.8.2.8.3.IntroductionShear Stress at a SectionShear Stress Distribution for Different SectionsHighlightsExerciseChapter 9. Direct and Bending Stresses9.1.9.2.9.3.9.4.IntroductionCombined Bending and Direct StressesResultant Stress when a Column of Rectangular Section is Subjected toan Eccentric LoadResultant Stress when a Column of Rectangular Section is Subjected to aLoad which is Eccentric to both ��380.345345351376377381—412.381381.382.390xi

Chapters9.5.9.6.9.7.9.8.9.9.PagesResultant Stress for Unsymmetrical Columns with Eccentric LoadingMiddle Third Rule for Rectangular Sections (i.e., Kernel of Section)Middle Quarter Rule for Circular Sections (i.e., Kernel of Section)Kernel of Hollow Circular Section (or Value of Eccentricityfor Hollow Circular Section)Kernel of Hollow Rectangular Section (or Value ofEccentricity for Hollow Rectangular Section)HighlightsExerciseChapter 10. Dams and Retaining Walls10.1. Introduction10.2. Types of Dams10.3. Rectangular Dams10.4. Stresses Across the Section of a Rectangular Dam10.5. Trapezoidal Dam having Water Face Inclined10.6. Stability of a Dam10.7. Retaining Walls10.8. Rankine’s Theory of Earth Pressure10.9. Surcharged Retaining Wall10.10. ChimneysHighlightsExerciseChapter 11. Analysis of Perfect Frames11.1.11.2.11.3.11.4.11.5.IntroductionTypes of FramesAssumptions Made in Finding Out the Forces in a FrameReactions of Supports of a FrameAnalysis of a FrameHighlightsExerciseChapter 12. Deflection of Beams12.1.12.2.12.3.12.4.IntroductionDeflection and Slope of a Beam Subjected to Uniform Bending MomentRelation between Slope, Deflection and Radius of CurvatureDeflection of a Simply Supported Beam Carrying aPoint Load at the Centre12.5. Deflection of a Simply Supported Beam with an Eccentric Point Load12.6. Deflection of a Simply Supported Beam with a Uniformly Distributed Load12.7. Macaulay’s Method12.8. Moment Area Method12.9. Mohr’s Theorems12.10. Slope and Deflection of a Simply Supported Beam Carrying a Point Load atthe Centre by Mohr’s Theorem12.11. Slope and Deflection of a Simply Supported Beam Carrying aUniformly Distributed Load by Mohr’s 19523530535550552.553.554555556

ChaptersChapter 13. Deflection of Cantilevers13.1. Introduction13.2. Deflection of a Cantilever with a Point Load at the Free End by DoubleIntegration Method13.3. Deflection of a Cantilever with a Point Load at a Distance ‘a’ fromthe Fixed End13.4. Deflection of a Cantilever with a Uniformly Distributed Load13.5. Deflection of a Cantilever with a Uniformly Distributed Load for aDistance ‘a’ from the Fixed End13.6. Deflection of a Cantilever with a Uniformly Distributed Load for aDistance ‘a’ from the Free End13.7. Deflection of a Cantilever with a Gradually Varying Load13.8. Deflection and Slope of a Cantilever by Moment Area MethodHighlightsExerciseChapter 14. Conjugate Beam Method, ProppedCantilevers and Beams14.1. Introduction14.2. Conjugate Beam Method14.3. Deflection and Slope of a Simply Supported Beam with a PointLoad at the Centre14.4. Simply Supported Beam Carrying an Eccentric Point Load14.5. Relation between Actual Beam and Conjugate Beam14.6. Deflection and Slope of a Cantilever with a Point Load at the Free End14.7. Propped Cantilevers and Beams14.8. S.F. and B.M. Diagrams for a Propped Cantilever Carrying a Point Loadat the Centre and Propped at the Free End14.9. S.F. and B.M. Diagrams for a Propped Cantilever Carryinga Uniformly Distributed Load and Propped at the Free End14.10. S.F. and B.M. Diagrams for a Simply Supported Beam witha Uniformly Distributed Load and Propped at the Centre14.11. Yielding of a PropHighlightsExerciseChapter 15. Fixed and Continuous Beams15.1. 4.610614615616619—678.61915.2. Bending Moment Diagram for Fixed Beams.15.3. Slope and Deflection for a Fixed Beam Carrying a Point Load at the Centre .62062415.4. Slope and Deflection for a Fixed Beam Carrying an Eccentric Point Load.62815.5. Slope and Deflection for a Fixed Beam Carrying a Uniformly DistributedLoad Over the Entire Length15.6. Fixed End Moments of Fixed Beam Due to Sinking of a Support15.7. Advantages of Fixed Beams15.8. Continuous Beams15.9. Bending Moment Diagram for Continuous BeamsHighlightsExercise.644654657658658675676xiii

A Textbook Of Strength Of Materials(Mechanics Of Solids) 6th Edition40%OFFPublisher : Laxmi PublicationsISBN : 9788131808146Author : R K BansalType the URL : http://www.kopykitab.com/product/11676Get this eBook

(Mechanics of Solids) (Mechanics of Solids) 9 7 8 8 1 3 1 8 0 8 1 4 6 PRICE: 750.00 ISBN 978-81-318-0814-6 (An ISO 9001:2008 Company) ESM-0598-750-STRENGTH OF MATERIALS-BAN ABOUT THE BOOK The sixth edition of this book 'A Textbook of Strength of Materials (Mechanics of Solids)' contains twenty six chapters.

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