Cover -- Disign of Steel Structures -- Copyright -- CONTENTS -- CHAPTER 1 INTRODUCTION -- 1.1 What are Steel Structures? -- 1.2 What does a Steel Structure Consist of? -- 1.3 Structural Steel -- 1.4 Products of Structural Steel -- 1.5 Standards, Codes and Specifications -- 1.6 Loads -- 1.7 Fatigue -- 1.8 Brittle Fracture -- 1.9 Corrosion Protection of Steel Structures -- 1.10 Design Philosophies -- 1.11 Methods of Structural Analysis -- 1.12 Plate (Local) Buckling -- 1.13 Classification of Sections -- CHAPTER 2 STRUCTURAL STEEL FASTENERS -- 2.1 Introduction -- 2.2 Riveting -- 2.3 Welding -- 2.4 Bolting -- Problems -- CHAPTER 3 TENSION MEMBERS -- 3.1 Introduction -- 3.2 Net Area -- 3.3 Shear-lag -- 3.4 Design of Tension Members as per IS 800:2007 -- 3.5 Lug Angles -- Problems -- CHAPTER 4 COMPRESSION MEMBERS -- 4.1 Introduction -- 4.2 Euler's Buckling Theory -- 4.3 Behaviour of Real Columns -- 4.4 Types of Sections -- 4.5 Design of Columns as per IS 800:2007 -- 4.6 Validity of Design Strength Calculations -- 4.7 Design Procedure -- 4.8 Built-up Compression Members -- Problems -- CHAPTER 5 BEAMS -- 5.1 Introduction -- 5.2 Flexural Behaviour of Beams which do not Undergo Lateral Buckling -- 5.3 Flexural Behaviour of Beams which Undergo Lateral Buckling -- 5.4 Shear Behaviour -- 5.5 Web Buckling and Web Crippling -- 5.6 Design Strength in Bending as per IS 800:2007 -- 5.7 Design Strength in Shear as per IS 800:2007 -- 5.8 Limit State Serviceability - Deflection -- Problems -- CHAPTER 6 GANTRY GIRDER -- 6.1 Introduction -- 6.2 Loads on Gantry Girder -- 6.3 Web Buckling and Web Crippling -- 6.4 Deflection Check -- 6.5 Design for Fatigue -- Problems -- CHAPTER 7 WELDED PLATE GIRDER -- 7.1 Introduction -- 7.2 Behaviour of Transversely Stiffened Plate Girder Panels in Shear -- 7.3 Design Methods for Transversely Stiffened Web Panels as per IS 800:2007.

7.4 Design of End Panels as per IS 800:2007 -- 7.5 Other Design Specifications -- 7.6 Design of Stiffeners -- Problems -- CHAPTER 8 BEAM-COLUMNS -- 8.1 Introduction -- 8.2 Analysis of Beam-columns -- 8.3 Modes of Failure -- 8.4 Design Specifications as per IS 800:2007 -- Problems -- CHAPTER 9 COLUMN SPLICES AND BASES -- 9.1 Introduction -- 9.2 Column Splices -- 9.3 Column Bases -- Problems -- CHAPTER 10 WELDED CONNECTIONS -- 10.1 Introduction -- 10.2 Bracket Connections -- 10.3 Simple Beam End Connections -- 10.4 Moment Resistant Beam End Connection -- Problems -- CHAPTER 11 BOLTED CONNECTIONS -- 11.1 Introduction -- 11.2 Bracket Connections -- 11.3 Simple Beam End Connections -- 11.4 Moment Resistant Beam End Connection -- 11.5 Splicing of Beams/Plate Girders -- Problems -- CHAPTER 12 LIGHT-GAUGE STEEL SECTIONS -- 12.1 Introduction -- 12.2 Types of Sections -- 12.3 Behaviour of Light-gauge Sections -- 12.4 Design Specifications as per IS 801:1975 -- Problems -- CHAPTER 13 COMPOSITE CONSTRUCTION -- 13.1 Introduction -- 13.2 Composite Beam -- 13.3 Methods of Construction -- 13.4 Limit State of Collapse -- 13.5 Limit States of Serviceability: Deflection -- Problems -- APPENDICES -- Appendix A: Properties of Beams, Columns/Heavy Beams, Channels and Angles -- Appendix B: Properties of Parallel Beams and Columns -- Appendix C: Properties of T-Sections -- Appendix D: Properties of Tubular Sections -- Appendix E: Properties of Rectangular/Square Hollow Sections -- Appendix F: Properties of Flats -- Appendix G: Properties of Cold-formed Light-gauge Sections -- REFERENCES -- INDEX.

This book on Design of Steel Structures uses 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.

Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2018. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.