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Ramachandra

Published by Scientific Publishers, Jodhpur, India (2016)

ISBN 10: 8172336543 ISBN 13: 9788172336547

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About this Item: Scientific Publishers, Jodhpur, India, 2016. Soft cover. Condition: New. Seller Inventory # 457898

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Ramachandra

Published by SCIENTIFIC PUBLISHERS (2016)

ISBN 10: 8172336543 ISBN 13: 9788172336547

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About this Item: SCIENTIFIC PUBLISHERS, 2016. Paperback. Condition: New. Seller Inventory # SP-9788172336547

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Ramachandra

ISBN 10: 8172336543 ISBN 13: 9788172336547

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From: University Bookstore (DELHI, DELHI, India)

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About this Item: Condition: New. This book is Brand NEW. Seller Inventory # Scientific24022018-205

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Dr Ramchandra,Virendra Gehlot

Published by Scientific Publishers (2011)

ISBN 10: 8172336543 ISBN 13: 9788172336547

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About this Item: Scientific Publishers, 2011. Softcover. Condition: New. Twelfth edition, 2009 of this book is based on IS: 800-1984 as amended in 1997 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. 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 APPENDIX A- Shear Centre in Open-Thin Walled Sections. Printed Pages: 984. Seller Inventory # 64429

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Dr Ramchandra,Virendra Gehlot

Published by Scientific Publishers (2011)

ISBN 10: 8172336543 ISBN 13: 9788172336547

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From: Sanctum Books (New Delhi, DELHI, India)

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About this Item: Scientific Publishers, 2011. Softcover. Condition: New. Twelfth edition, 2009 of this book is based on IS: 800-1984 as amended in 1997 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. 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 APPENDIX A- Shear Centre in Open-Thin Walled Sections. Printed Pages: 984. Seller Inventory # 64429

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V. Gehlot and Ramachandra

Published by Scientific Publisher (2016)

ISBN 10: 8172336543 ISBN 13: 9788172336547

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From: Vedams eBooks (P) Ltd (New Delhi, India)

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About this Item: Scientific Publisher, 2016. Soft cover. Condition: 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. Seller Inventory # 119143

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