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Design of Steel Structures

Book Description

Design of Steel Structures uses the Limit State Method and follows the latest BIS Codes, BIS: 800: 2007.A perfect mix of concise theory with relevant applications and inclusion of most recent design methodologies makes this an excellent offering to students and practicing engineers.

Table of Contents

  1. Cover
  2. Title Page
  3. Contents
  4. About the Author
  5. Preface
  6. Chapter 1. Introduction
    1. 1.1 What are Steel Structures?
    2. 1.2 What does a Steel Structure Consist of?
    3. 1.3 Structural Steel
    4. 1.4 Products of Structural Steel
    5. 1.5 Standards, Codes and Specifications
    6. 1.6 Loads
    7. 1.7 Fatigue
    8. 1.8 Brittle Fracture
    9. 1.9 Corrosion Protection of Steel Structures
    10. 1.10 Design Philosophies
    11. 1.11 Methods of Structural Analysis
    12. 1.12 Plate (Local) Buckling
    13. 1.13 Classification of Sections
  7. Chapter 2. Structural Steel Fasteners
    1. 2.1 Introduction
    2. 2.2 Riveting
    3. 2.3 Welding
    4. 2.4 Bolting
    5. Problems
  8. Chapter 3. Tension Members
    1. 3.1 Introduction
    2. 3.2 Net Area
    3. 3.3 Shear-lag
    4. 3.4 Design of Tension Members as per IS 800:2007
    5. 3.5 Lug Angles
    6. Problems
  9. Chapter 4. Compression Members
    1. 4.1 Introduction
    2. 4.2 Euler's Buckling Theory
    3. 4.3 Behaviour of Real Columns
    4. 4.4 Types of Sections
    5. 4.5 Design of Columns as per IS 800:2007
    6. 4.6 Validity of Design Strength Calculations
    7. 4.7 Design Procedure
    8. 4.8 Built-up Compression Members
    9. Problems
  10. Chapter 5. Beams
    1. 5.1 Introduction
    2. 5.2 Flexural Behaviour of Beams which do not Undergo Lateral Buckling
    3. 5.3 Flexural Behaviour of Beams which Undergo Lateral Buckling
    4. 5.4 Shear Behaviour
    5. 5.5 Web Buckling and Web Crippling
    6. 5.6 Design Strength in Bending as per IS 800:2007
    7. 5.7 Design Strength in Shear as per IS 800:2007
    8. 5.8 Limit State Serviceability – Deflection
    9. Problems
  11. Chapter 6. Gantry Girder
    1. 6.1 Introduction
    2. 6.2 Loads on Gantry Girder
    3. 6.3 Web Buckling and Web Crippling
    4. 6.4 Deflection Check
    5. 6.5 Design for Fatigue
    6. Problems
  12. Chapter 7. Welded Plate Girder
    1. 7.1 Introduction
    2. 7.2 Behaviour of Transversely Stiffened Plate Girder Panels in Shear
    3. 7.3 Design Methods for Transversely Stiffened Web Panels as per IS 800:2007
    4. 7.4 Design of End Panels as per IS 800:2007
    5. 7.5 Other Design Specifications
    6. 7.6 Design of Stiffeners
    7. Problems
  13. Chapter 8. Beam-Columns
    1. 8.1 Introduction
    2. 8.2 Analysis of Beam-columns
    3. 8.3 Modes of Failure
    4. 8.4 Design Specifications as per IS 800:2007
    5. Problems
  14. Chapter 9. Column Splices and Bases
    1. 9.1 Introduction
    2. 9.2 Column Splices
    3. 9.3 Column Bases
    4. Problems
  15. Chapter 10. Welded Connections
    1. 10.1 Introduction
    2. 10.2 Bracket Connections
    3. 10.3 Simple Beam End Connections
    4. 10.4 Moment Resistant Beam End Connection
    5. Problems
  16. Chapter 11. Bolted Connections
    1. 11.1 Introduction
    2. 11.2 Bracket Connections
    3. 11.3 Simple Beam End Connections
    4. 11.4 Moment Resistant Beam End Connection
    5. 11.5 Splicing of Beams/Plate Girders
    6. Problems
  17. Chapter 12. Light-Gauge Steel Sections
    1. 12.1 Introduction
    2. 12.2 Types of Sections
    3. 12.3 Behaviour of Light-gauge Sections
    4. 12.4 Design Specifications as per IS 801:1975
    5. Problems
  18. Chapter 13. Composite Construction
    1. 13.1 Introduction
    2. 13.2 Composite Beam
    3. 13.3 Methods of Construction
    4. 13.4 Limit State of Collapse
    5. 13.5 Limit States of Serviceability: Deflection
    6. Problems
  19. Appendices
    1. Appendix A Properties of Beams, Columns/Heavy Beams, Channels and Angles
    2. Appendix B Properties of Parallel Beams and Columns
    3. Appendix C Properties of T-Sections
    4. Appendix D Properties of Tubular Sections
    5. Appendix E Properties of Rectangular/Square Hollow Sections
    6. Appendix F Properties of Flats
    7. Appendix G Properties of Cold-formed Light-gauge Sections
  20. References
  21. Acknowledgments
  22. Copyright