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Genre/Form: | Electronic books |
---|---|
Additional Physical Format: | Print version: Megson, T.H.G. (Thomas Henry Gordon). Structural and stress analysis. Oxford : Elsevier Butterworth Heineman, 2005 (DLC) 2004060963 |
Material Type: | Document, Internet resource |
Document Type: | Internet Resource, Computer File |
All Authors / Contributors: |
T H G Megson |
ISBN: | 9780080455341 0080455344 6610638888 9786610638888 |
OCLC Number: | 756926992 |
Notes: | Title from e-book title screen (viewed Jan. 3, 2007). Includes index. |
Description: | 1 online resource (xiv, 724 pages) : illustrations |
Contents: | Cover -- Structural and Stress Analysis -- Contents -- Preface to First Edition -- Preface to Second Edition -- CHAPTER 1 Introduction -- 1.1 Function of a structure -- 1.2 Loads -- 1.3 Structural systems -- BEAMS -- TRUSSES -- MOMENT FRAMES -- ARCHES -- CABLES -- SHEAR AND CORE WALLS -- CONTINUUM STRUCTURES -- 1.4 Support systems -- 1.5 Statically determinate and indeterminate structures -- 1.6 Analysis and design -- 1.7 Structural and load idealization -- 1.8 Structural elements -- 1.9 Materials of construction -- STEEL -- CONCRETE -- TIMBER -- MASONRY -- ALUMINIUM -- CAST IRON, WROUGHT IRON -- COMPOSITE MATERIALS -- 1.10 The use of computers -- CHAPTER 2 Principles of Statics -- 2.1 Force -- PARALLELOGRAM OF FORCES -- THE RESULTANT OF A SYSTEM OF CONCURRENT FORCES -- EQUILIBRANT OF A SYSTEM OF CONCURRENT FORCES -- THE RESULTANT OF A SYSTEM OF NON-CONCURRENT FORCES -- 2.2 Moment of a force -- COUPLES -- EQUIVALENT FORCE SYSTEMS -- 2.3 The resultant of a system of parallel forces -- 2.4 Equilibrium of force systems -- 2.5 Calculation of support reactions -- PROBLEMS -- CHAPTER 3 Normal Force, Shear Force, Bending Moment and Torsion -- 3.1 Types of load -- AXIAL LOAD -- SHEAR LOAD -- BENDING MOMENT -- TORSION -- 3.2 Notation and sign convention -- 3.3 Normal force -- 3.4 Shear force and bending moment -- 3.5 Load, shear force and bending moment relationships -- 3.6 Torsion -- 3.7 Principle of superposition -- PROBLEMS -- CHAPTER 4 Analysis of Pin-jointed Trusses -- 4.1 Types of truss -- 4.2 Assumptions in truss analysis -- 4.3 Idealization of a truss -- 4.4 Statical determinacy -- 4.5 Resistance of a truss to shear force and bending moment -- 4.6 Method of joints -- 4.7 Method of sections -- 4.8 Method of tension coefficients -- 4.9 Graphical method of solution -- 4.10 Compound trusses -- 4.11 Space trusses -- 4.12 A computer-based approach -- PROBLEMS -- CHAPTER 5 Cables -- 5.1 Lightweight cables carrying concentrated loads -- 5.2 Heavy cables -- GOVERNING EQUATION FOR DEFLECTED SHAPE -- CABLE UNDER ITS OWN WEIGHT -- CABLE SUBJECTED TO A UNIFORM HORIZONTALLY DISTRIBUTED LOAD -- SUSPENSION BRIDGES -- PROBLEMS -- CHAPTER 6 Arches -- 6.1 The linear arch -- 6.2 The three-pinned arch -- SUPPORT REACTIONS -- SUPPORTS ON SAME HORIZONTAL LEVEL -- SUPPORT REACTIONS -- SUPPORTS ON DIFFERENT LEVELS -- 6.3 A three-pinned parabolic arch carrying a uniform horizontally distributed load -- 6.4 Bending moment diagram for a three-pinned arch -- PROBLEMS -- CHAPTER 7 Stress and Strain -- 7.1 Direct stress in tension and compression -- 7.2 Shear stress in shear and torsion -- 7.3 Complementary shear stress -- 7.4 Direct strain -- 7.5 Shear strain -- 7.6 Volumetric strain due to hydrostatic pressure -- tidtid6. |
Responsibility: | T.H.G. Megson. |
Abstract:
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