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Design of Steel Structures, 2e.

By: Material type: TextTextEdition: 2nd edDescription: 1 online resource (457 pages)ISBN:
  • 9789332516304
Genre/Form: Additional physical formats: Print version:: Design of Steel Structures, 2eDDC classification:
  • 23 624.1821
Online resources:
Contents:
Cover -- Contents -- Preface to the second edition -- Preface to the first edition -- About the Author -- 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 -- 1.4.1 Hot-Formed Sections -- 1.4.2 Cold-formed Light-gauge Sections (as per IS 811:1987,IS 4923:1997) -- 1.5 Standards, Codes and Specifications -- 1.6 Loads -- 1.6.1 Dead Load -- 1.6.2 Imposed Load -- 1.6.3 Wind Load -- 1.6.4 Seismic (Earthquake) Load -- 1.6.5 Snow Load -- 1.6.6 Erection Load -- 1.7 Fatigue -- 1.8 Brittle Fracture -- 1.9 Corrosion Protection of Steel Structures -- 1.10 Design Philosophies -- 1.10.1 Working Stress Method -- 1.10.2 Limit State Design -- 1.11 Methods of Structural Analysis -- 1.12 Plate (Local) Buckling -- 1.13 Classification of Sections -- 1.13.1 Plastic (Class 1) Sections -- 1.13.2 Compact (Class 2) Sections -- 1.13.3 Semi-compact (Class 3) Sections -- 1.13.4 Slender (Class 4) Sections -- Chapter 2 : Structural Steel Fasteners -- 2.1 Introduction -- 2.2 Riveting -- 2.3 Welding -- 2.3.1 Shield Metal Arc-welding -- 2.3.2 Automatic Submerged Arc-welding -- 2.3.3 Types of Welds -- 2.3.4 Quality of Welds -- 2.3.5 Weld Symbols and Notation -- 2.3.6 Specifications for Welding as per IS 800:2007, IS 816:1969 and IS 9595:1996 -- 2.4 Bolting -- 2.4.1 Types of Failure -- 2.4.2 Design Specifications for Bolted Connections as per IS 800:2007 -- 2.4.3 High-strength Bolts -- 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 -- 3.4.1 Design Strength Due to Yielding -- 3.4.2 Design Strength Due to Rupture -- 3.4.3 Design Strength Due to Block Shear -- 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 -- 4.5.1 Single Angle Strut -- 4.5.2 Discontinuous Double Angle Struts -- 4.5.3 Continuous Double Angle Struts -- 4.5.4 Other Design Specifi cations -- 4.6 Validity of Design Strength Calculations -- 4.7 Design Procedure -- 4.8 Built-up Compression Members -- 4.8.1 Lacing -- 4.8.2 Battening -- 4.8.3 Design Specifications for Lacing as per IS 800:2007 -- 4.8.4 Design Specifications for Battening as per IS 800:2007 -- Problems -- Chapter 5 : Beams -- 5.1 Introduction -- 5.2 Flexural Behaviour of Beams which do not Undergo Lateral Buckling -- 5.2.1 Elastic Behaviour -- 5.2.2 Elastic/Plastic Behaviour -- 5.2.3 Plastic Behaviour -- 5.3 Flexural Behaviour of Beams which Undergo Lateral Buckling -- 5.3.1 Elastic Critical Moment -- 5.3.2 Shear Centre and Its Significance -- 5.4 Shear Behaviour -- 5.5 Web Buckling and Web Crippling -- 5.5.1 Web Buckling -- 5.5.2 Web Crippling -- 5.6 Design Strength in Bending as per IS 800:2007 -- 5.6.1 Laterally Supported Beams -- 5.6.2 Laterally Un-supported Beams -- 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 -- 6.2.1 Vertical Loads -- 6.2.2 Lateral Loads -- 6.2.3 Longitudinal Loads -- 6.3 Web Buckling and Web Crippling -- 6.4 Deflection Check -- 6.5 Design for Fatigue -- 6.5.1 Low Fatigue -- 6.5.2 Fatigue Strength Range -- 6.5.3 Stress and Stress Range Limitations -- Chapter 7 : Welded Plate Girder -- 7.1 Introduction -- 7.2 Behaviour of Transversely Stiffened Plate Girder Panels in Shear -- 7.2.1 Buckling Behaviour -- 7.2.2 Post-Buckling Behaviour -- 7.2.3 Collapse Behaviour -- 7.3 Design Methods for Transversely Stiffened Web Panels as per IS 800:2007.
7.3.1 Simple Post-critical Method -- 7.3.2 Tension Field Method -- 7.4 Design of End Panel as per IS 800:2007 -- 7.5 Other Design Specifications -- 7.5.1 Minimum Web Thickness -- 7.5.2 Connection of Flanges to Web -- 7.6 Design of Stiffeners -- 7.6.1 Bearing / Load Carrying Stiffener -- 7.6.2 Intermediate Transverse Stiffener -- Problems -- Chapter 8 : Beam-Columns -- 8.1 Introduction -- 8.2 Analysis of Beam-columns -- 8.3 Modes of Failure -- 8.3.1 Failure Due to Yielding -- 8.3.2 Failure Associated with Flexural Buckling and Bending -- 8.3.3 Failure Associated with Flexural and Lateral Torsional Buckling -- 8.4 Design Specifications as per IS 800:2007 -- 8.4.1 Design for Yielding -- 8.4.2 Design for Buckling -- Problems -- Chapter 9 : Column Splices and Bases -- 9.1 Introduction -- 9.2 Column Splices -- 9.3 Column Bases -- 9.3.1 Design of Column Bases as per IS 800:2007 -- Problems -- Chapter 10 : Welded Connections -- 10.1 Introduction -- 10.2 Bracket Connections -- 10.2.1 Bracket Connection Using Butt Weld -- 10.2.2 Bracket Connection Using a Fillet Weld -- 10.3 Simple Beam End Connections -- 10.3.1 Web-angle Connection -- 10.3.2 Seat-angle Connection -- 10.3.3 Stiffened Seat Connection -- 10.4 Moment Resistant Beam End Connection -- Problems -- Chapter 11 : Bolted Connections -- 11.1 Introduction -- 11.2 Bracket Connections -- 11.2.1 Bracket Connected at Right Angle to the Flange of a Column -- 11.2.2 Bracket Connected in the Plane of Flange of a Column -- 11.3 Simple Beam End Connections -- 11.3.1 Web-angle Connection -- 11.3.2 Seat-angle Connection -- 11.3.3 Stiffened Seat Connection -- 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 Specifi cations as per IS 801:1975 -- 12.4.1 Effective Design Widths of Stiffened Elements -- 12.4.2 Basic Design Stress -- 12.4.3 Unstiffened Compression Elements -- 12.4.4 Design of Axially Loaded Compression Members -- 12.4.5 Design of Beams -- 12.4.6 Combined Axial and Bending Stresses -- 12.4.7 Connections -- Problems -- Chapter 13 : Composite Construction -- 13.1 Introduction -- 13.2 Composite Beam -- 13.3 Methods of Construction -- 13.4 Limit State of Collapse -- 13.4.1 Limit State of Collapse: Flexure -- 13.4.2 Limit State of Collapse: Horizontal Shear -- 13.4.3 Limit State of Collapse: Vertical Separation of Concrete Slab -- 13.5 Limit States of Serviceability: Deflection -- Problems -- Chapter 14 : Steel Buildings -- 14.1 Introduction -- 14.2 Trussed Roof Buildings -- 14.2.1 Plane Trusses -- 14.2.2 Purlins -- 14.2.3 Roofing Sheets -- 14.3 Pre-Engineered Buildings -- 14.3.1 Frames -- 14.3.2 Purlins, Girts and Eaves Struts -- 14.3.3 Roofi ng and Walls -- 14.3.4 Bracing -- 14.4 Loads -- 14.4.1 Dead Load -- 14.4.2 Imposed Load -- 14.4.3 Crane Load -- 14.4.4 Wind Load -- Problems -- Chapter 15 : Steel Bridges -- 15.1 Introduction -- 15.2 Plate Girder Bridges -- 15.2.1 Deck Type Plate Girder Bridge -- 15.2.2 Half-through Type Plate Girder Bridge -- 15.3 Loads -- 15.3.1 Dead Load -- 15.3.2 Live Load -- 15.3.3 Dynamic Effect -- 15.3.4 Wind Load -- 15.3.5 Racking Force -- 15.3.6 Longitudinal Force -- 15.4 Bearings -- 15.4.1 Rocker Bearing -- 15.4.2 Rocker-cum-roller Bearing -- Problem -- 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.
Summary: This book on Design of Steel Structures uses the Limit State method and follows the latest BIS Code, BIS: 800: 2007.With a perfect mix of theory with relevant applications, the book spells out the most recent design methodologies to make it an excellent offering to students and practising engineers.
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Holdings
Item type Current library Call number Materials specified Status Barcode
E- Books E- Books Digital Library Digital Library 624.1821 SAI-D2 Online access Available E0062
Total holds: 0

Cover -- Contents -- Preface to the second edition -- Preface to the first edition -- About the Author -- 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 -- 1.4.1 Hot-Formed Sections -- 1.4.2 Cold-formed Light-gauge Sections (as per IS 811:1987,IS 4923:1997) -- 1.5 Standards, Codes and Specifications -- 1.6 Loads -- 1.6.1 Dead Load -- 1.6.2 Imposed Load -- 1.6.3 Wind Load -- 1.6.4 Seismic (Earthquake) Load -- 1.6.5 Snow Load -- 1.6.6 Erection Load -- 1.7 Fatigue -- 1.8 Brittle Fracture -- 1.9 Corrosion Protection of Steel Structures -- 1.10 Design Philosophies -- 1.10.1 Working Stress Method -- 1.10.2 Limit State Design -- 1.11 Methods of Structural Analysis -- 1.12 Plate (Local) Buckling -- 1.13 Classification of Sections -- 1.13.1 Plastic (Class 1) Sections -- 1.13.2 Compact (Class 2) Sections -- 1.13.3 Semi-compact (Class 3) Sections -- 1.13.4 Slender (Class 4) Sections -- Chapter 2 : Structural Steel Fasteners -- 2.1 Introduction -- 2.2 Riveting -- 2.3 Welding -- 2.3.1 Shield Metal Arc-welding -- 2.3.2 Automatic Submerged Arc-welding -- 2.3.3 Types of Welds -- 2.3.4 Quality of Welds -- 2.3.5 Weld Symbols and Notation -- 2.3.6 Specifications for Welding as per IS 800:2007, IS 816:1969 and IS 9595:1996 -- 2.4 Bolting -- 2.4.1 Types of Failure -- 2.4.2 Design Specifications for Bolted Connections as per IS 800:2007 -- 2.4.3 High-strength Bolts -- 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 -- 3.4.1 Design Strength Due to Yielding -- 3.4.2 Design Strength Due to Rupture -- 3.4.3 Design Strength Due to Block Shear -- 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 -- 4.5.1 Single Angle Strut -- 4.5.2 Discontinuous Double Angle Struts -- 4.5.3 Continuous Double Angle Struts -- 4.5.4 Other Design Specifi cations -- 4.6 Validity of Design Strength Calculations -- 4.7 Design Procedure -- 4.8 Built-up Compression Members -- 4.8.1 Lacing -- 4.8.2 Battening -- 4.8.3 Design Specifications for Lacing as per IS 800:2007 -- 4.8.4 Design Specifications for Battening as per IS 800:2007 -- Problems -- Chapter 5 : Beams -- 5.1 Introduction -- 5.2 Flexural Behaviour of Beams which do not Undergo Lateral Buckling -- 5.2.1 Elastic Behaviour -- 5.2.2 Elastic/Plastic Behaviour -- 5.2.3 Plastic Behaviour -- 5.3 Flexural Behaviour of Beams which Undergo Lateral Buckling -- 5.3.1 Elastic Critical Moment -- 5.3.2 Shear Centre and Its Significance -- 5.4 Shear Behaviour -- 5.5 Web Buckling and Web Crippling -- 5.5.1 Web Buckling -- 5.5.2 Web Crippling -- 5.6 Design Strength in Bending as per IS 800:2007 -- 5.6.1 Laterally Supported Beams -- 5.6.2 Laterally Un-supported Beams -- 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 -- 6.2.1 Vertical Loads -- 6.2.2 Lateral Loads -- 6.2.3 Longitudinal Loads -- 6.3 Web Buckling and Web Crippling -- 6.4 Deflection Check -- 6.5 Design for Fatigue -- 6.5.1 Low Fatigue -- 6.5.2 Fatigue Strength Range -- 6.5.3 Stress and Stress Range Limitations -- Chapter 7 : Welded Plate Girder -- 7.1 Introduction -- 7.2 Behaviour of Transversely Stiffened Plate Girder Panels in Shear -- 7.2.1 Buckling Behaviour -- 7.2.2 Post-Buckling Behaviour -- 7.2.3 Collapse Behaviour -- 7.3 Design Methods for Transversely Stiffened Web Panels as per IS 800:2007.

7.3.1 Simple Post-critical Method -- 7.3.2 Tension Field Method -- 7.4 Design of End Panel as per IS 800:2007 -- 7.5 Other Design Specifications -- 7.5.1 Minimum Web Thickness -- 7.5.2 Connection of Flanges to Web -- 7.6 Design of Stiffeners -- 7.6.1 Bearing / Load Carrying Stiffener -- 7.6.2 Intermediate Transverse Stiffener -- Problems -- Chapter 8 : Beam-Columns -- 8.1 Introduction -- 8.2 Analysis of Beam-columns -- 8.3 Modes of Failure -- 8.3.1 Failure Due to Yielding -- 8.3.2 Failure Associated with Flexural Buckling and Bending -- 8.3.3 Failure Associated with Flexural and Lateral Torsional Buckling -- 8.4 Design Specifications as per IS 800:2007 -- 8.4.1 Design for Yielding -- 8.4.2 Design for Buckling -- Problems -- Chapter 9 : Column Splices and Bases -- 9.1 Introduction -- 9.2 Column Splices -- 9.3 Column Bases -- 9.3.1 Design of Column Bases as per IS 800:2007 -- Problems -- Chapter 10 : Welded Connections -- 10.1 Introduction -- 10.2 Bracket Connections -- 10.2.1 Bracket Connection Using Butt Weld -- 10.2.2 Bracket Connection Using a Fillet Weld -- 10.3 Simple Beam End Connections -- 10.3.1 Web-angle Connection -- 10.3.2 Seat-angle Connection -- 10.3.3 Stiffened Seat Connection -- 10.4 Moment Resistant Beam End Connection -- Problems -- Chapter 11 : Bolted Connections -- 11.1 Introduction -- 11.2 Bracket Connections -- 11.2.1 Bracket Connected at Right Angle to the Flange of a Column -- 11.2.2 Bracket Connected in the Plane of Flange of a Column -- 11.3 Simple Beam End Connections -- 11.3.1 Web-angle Connection -- 11.3.2 Seat-angle Connection -- 11.3.3 Stiffened Seat Connection -- 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 Specifi cations as per IS 801:1975 -- 12.4.1 Effective Design Widths of Stiffened Elements -- 12.4.2 Basic Design Stress -- 12.4.3 Unstiffened Compression Elements -- 12.4.4 Design of Axially Loaded Compression Members -- 12.4.5 Design of Beams -- 12.4.6 Combined Axial and Bending Stresses -- 12.4.7 Connections -- Problems -- Chapter 13 : Composite Construction -- 13.1 Introduction -- 13.2 Composite Beam -- 13.3 Methods of Construction -- 13.4 Limit State of Collapse -- 13.4.1 Limit State of Collapse: Flexure -- 13.4.2 Limit State of Collapse: Horizontal Shear -- 13.4.3 Limit State of Collapse: Vertical Separation of Concrete Slab -- 13.5 Limit States of Serviceability: Deflection -- Problems -- Chapter 14 : Steel Buildings -- 14.1 Introduction -- 14.2 Trussed Roof Buildings -- 14.2.1 Plane Trusses -- 14.2.2 Purlins -- 14.2.3 Roofing Sheets -- 14.3 Pre-Engineered Buildings -- 14.3.1 Frames -- 14.3.2 Purlins, Girts and Eaves Struts -- 14.3.3 Roofi ng and Walls -- 14.3.4 Bracing -- 14.4 Loads -- 14.4.1 Dead Load -- 14.4.2 Imposed Load -- 14.4.3 Crane Load -- 14.4.4 Wind Load -- Problems -- Chapter 15 : Steel Bridges -- 15.1 Introduction -- 15.2 Plate Girder Bridges -- 15.2.1 Deck Type Plate Girder Bridge -- 15.2.2 Half-through Type Plate Girder Bridge -- 15.3 Loads -- 15.3.1 Dead Load -- 15.3.2 Live Load -- 15.3.3 Dynamic Effect -- 15.3.4 Wind Load -- 15.3.5 Racking Force -- 15.3.6 Longitudinal Force -- 15.4 Bearings -- 15.4.1 Rocker Bearing -- 15.4.2 Rocker-cum-roller Bearing -- Problem -- 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 the Limit State method and follows the latest BIS Code, BIS: 800: 2007.With a perfect mix of theory with relevant applications, the book spells out the most recent design methodologies to make it an excellent offering to students and practising 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.

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