Basic structural analysis (Record no. 49382)
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| fixed length control field | 04495nam a22002177a 4500 |
| 001 - CONTROL NUMBER | |
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| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180605b xxu||||| |||| 00| 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9789385909573 |
| 040 ## - CATALOGING SOURCE | |
| Transcribing agency | |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.171 |
| Item number | MUT |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Muthu, K. U. & others |
| 245 ## - TITLE STATEMENT | |
| Title | Basic structural analysis |
| 250 ## - EDITION STATEMENT | |
| Edition statement | Ed.3 |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | New Delhi |
| Name of publisher, distributor, etc | I. K. International Publishing House Pvt. Ltd. |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xiv,759p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Preface to the Third Edition v<br/>Preface to the Second Edition v<br/>Preface to the First Edition vii<br/>Acknowledgements viii<br/>Preamble xiii<br/>Concept Map xiv<br/>1. General Introduction 1<br/>1.1 Structural Forms 1<br/>1.2 Statically Determinate and Indeterminate Structures 7<br/>1.3 Static Indeterminacy 10<br/>1.4 Kinematic Indeterminacy 21<br/>1.5 Structural Systems 27<br/>2. Framed Structures 35<br/>2.1 Plane Frames 35<br/>2.2 Perfect, Imperfect and Redundant Pin Jointed Frames 36<br/>2.3 Graphical Solution-Force Diagrams 37<br/>2.4 Method of Joints 43<br/>2.5 Method .of Sections 73<br/>2.6 Method of Tension Coefficients 95<br/> o'<br/>3. Double Integration Method 118<br/>3.1 1 Introduction 118<br/>3.2 Definition of Deflection of a Beam 118<br/>3.3 Significance of Computations of Deflections 119<br/>3.4 Differential Equation of the Elastic Curve 119<br/>3.5 Euler-Bernoulli Equation 123<br/>3.6 Double Integration Method 123<br/>3.7 Deflection of Beams-Standard Cases 125<br/>3.8 Numerical Problems 135<br/>3.9 Macaulay's Method 137<br/>3.10 Successive Integration 180<br/>4. Moment Area Method 198<br/>4.1 Introduction 198<br/>4.2 Mohr's Theorems 198<br/>4.3 Application of Moment Area Method 202<br/>5. Conjugate Beam Method 236<br/>5.1 Introduction 236<br/>5.2 Numerical Examples on Conjugate Beam Method 238<br/>6. Strain Energy Method 263<br/>6.1 Strain Energy 263<br/>6.2 Castigliano's Theorems 278<br/>6.3 Numerical Examples on Deflection of Bent Frames 324<br/>6.4 Deflection of Statically Determinate Beams 328<br/>7. Moving Loads and Influence Line Diagram 358<br/>7.1 Introduction 358<br/>7.2 Single Concentra:ted Load Moving on a Simply Supported Beam 359<br/>7.3 Maximum Reactions and Shear Force in Beams Due to<br/>Uniformly Distributed Loads (UDL Longer than the Span) 363<br/>7.4 Maximum Shear Force and Bending Moment When Uniformly Distributed<br/>Load Shorter than the Span is Moving Across the Span 365<br/>7.5 A Train of Loads Travel Across the Beam 368<br/>7.6 Numerical Examples 369<br/>7.7 Influence Lines 381<br/>7.8 ILD for Simply Supported Beams 383<br/>7.9 Shear Force at a Section 385<br/>7.10 Bending _Moment at a Section 387<br/>7.11 Numerical Examples 388<br/>7.12 Influence Line for Determinate Truss 396<br/>7.13 Counter Bracing 408<br/>8. Three Hinged Arches 416<br/>8.1 Introduction 416<br/>8.2 Types of Arches 417<br/>8.3 Comparison Between Three Hinged, Two Hinged and Fixed Arches 420<br/>8.4 Arch versus Beam 420<br/>8.5 Linear Arch 421<br/>8.6 Eddy's Theorem 423<br/>8.7 • Analysis of Three Hinged Arch 425<br/>8.8 Normal Thrust and Radial Shear in an Arch 426<br/>8.9 Geometrical Properties of Parabolic and Circular Arches 427<br/>8.10 Influence Line Diagram for Three Hinged Arches 428<br/>8.11 Three Hinged Circular Arch at Different Levels 454<br/>8.12 Absolute Maximum Bending Moment Diagram for a Three<br/>Hinged Parabolic Arch 466<br/>8.13 Temperature Effect in Three Hinged Arches 469<br/>9. Cables and Suspension Bridges 480<br/>9.1 Introduction 480<br/>9.2 Equilibrium of a Suspension Cable Subjected to Concentrated Loads 480<br/>9.3 Equilibrium of Cable Subjected to Uniformly Distributed Load 482<br/>9.4 Length of Cable 484<br/>9.5 Cable with Support at Different Levels 485<br/>9.6 Suspension Cable Supports 487<br/>9.7 Suspension Bridges 503<br/>9.8 Analysis of Three Hinged Stiffening Girder Suspension Bridge 504<br/>10. Propped Cantilever Beams 523<br/>10.1 Introduction 523<br/>10.2 Procedure for the Analysis of Propped Cantilever Beams 524<br/>10.3 Numerical Examples 524<br/>11. Fixed Beams 561<br/>11.1 Introduction 561<br/>11.2 Numerical Examples 562<br/>12. Continuous Beams 626<br/>12.1 Introduction 626<br/>12.2 Derivation of Clapeyron's Theorem (Theorem of Three Moments) 627<br/>12.3 Application of Three Moment Equation in Case of Beams When<br/>One or Both of the Ends are Fixed 630<br/>12.4 Numerical Examples on Continuous Beams 635<br/>12.5 Uneven Supports 693<br/>13. Influence Lines for Indeterminate Beams 702<br/>13.1 Introduction 702<br/>13.2 Development of Influence Line Diagram 706<br/>13.3 Numerical Examples 707<br/>13.4 Influence Lines Using Moment Distribution Method 744<br/>References 755<br/>Index 757<br/> |
| 600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 59919 |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | FT |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Item type | Book |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Cost, normal purchase price | Total Checkouts | Total Renewals | Full call number | Barcode | Date last seen | Date last borrowed | Cost, replacement price | Price effective from | Koha item type |
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| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 05/02/2019 | Astha Book Agency | 525.00 | 9 | 7 | 624.171 MUT | 019420 | 06/11/2024 | 10/08/2024 | 525.00 | 04/06/2018 | Book |