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| 100 | 1 | _aRam, K. S. Sai. | |
| 245 | 1 | 0 | _aDesign of Steel Structures, 2e. |
| 250 | _a2nd ed. | ||
| 300 | _a1 online resource (457 pages) | ||
| 505 | 0 | _aCover -- 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. | |
| 505 | 8 | _a4.3 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. | |
| 505 | 8 | _a7.3.1 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. | |
| 505 | 8 | _a12.4 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. | |
| 505 | 8 | _aAppendix G : Properties of Cold-formed Light-gauge Sections -- References -- Index. | |
| 520 | _aThis 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. | ||
| 590 | _aElectronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2018. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. | ||
| 655 | 4 | _aElectronic books. | |
| 776 | 0 | 8 |
_iPrint version: _aRam, K. S. Sai _tDesign of Steel Structures, 2e _dNoida : Pearson India,c2013 |
| 797 | 2 | _aProQuest (Firm) | |
| 856 | 4 | 0 |
_uhttps://ebookcentral.proquest.com/lib/cethalassery/detail.action?docID=5125289 _zClick to View |
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_2ddc _cBK |
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