Soft cover. Etat : New. 1st Edition. Contents: Part I. Steel Structures: 1. Introduction. 2. Loads, methods of design, properties of steel. 3. Riveted connections. 4. Bolted connections. 5. Pin connections. 6. Axially loaded columns and compression members. 7. Eccentrically loaded columns. 8. Slab and gusseted bases for columns. 9. Independent and combined column footings.10. Tension members. 11. Flexural strength of laterally supported steel beams. 12. Shear strength of steel beams. 13. Stiffness and deflections of steel beams.14. Flexural and shear strength of laterally unsupported steel beams. 15. Simple beam connections.16. Semi-rigid connections. 17. Flexural strength of plate girders.18. Shear strength of plate girders.19. Web splice and splice in flange elements of plate girders. 20. Welded joints subjected to axial load. 21. Welded joints subjected to eccentric load. 22. Welded plate girder. 23. Welded beam connections. 24. Beams subjected to unsymmetrical bending. 25. Roof trusses. 26. Round tubular structures. Part II. Timber Structures: 27. Timber columns and tension members. 28. Flexural and shear strength of timber beams. 29. Joints of timber structural components. 30. Nailed joints in timber. 31. Disc dwoelled joints and metal connectors. 32. Timber roof trusses. Part III. Masonry Structures: 33. Masonry structures. 34. Masonry chimneys. Twelfth edition, 2009 of this book is based on IS: 800-2007 and also newly revised IS: 883-1994 (code of practice for timber structures). New code of practice, IS: 800 is likely to be issued soon. It is likely to introduce "Limit State Design of Steel Structures". Authors have distributed the text in thirty four chapters in main text and one chapter `on Location of Shear Centre' in Appendix A. Concept of Shear Centre and bending axis is important and significant and essentially needed to understand simple theory of bending and so also unsymmetrical bending. Complete-text has been updated and new matter added (e.g., elastic buckling, inelastic, stability and instability of columns and compression members, torsional-buckling, torsional-flexural buckling, etc.). Behaviour of web-stiffeners and web-panels specially near the end panels, tension-field action has been first time included to familiarise the students with the concept. Durability of steel members have been emphasized phenomenon of corrosion has been distinctly explained. N� de r�f. du vendeur 119143

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