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    1. Naturvetenskap och teknik
    2. Teknik och industri
    3. Byggnadsteknik

    Cold-Formed Steel Design

    AvWei-Wen Yu,Roger A. LaBoube

    Inbunden, Engelska, 2019

    1 856 kr

    Beställningsvara. Skickas inom 5-8 vardagar. Fri frakt över 249 kr.

    Beskrivning

    Provides the latest AISI North American specifications for cold-formed steel designHailed by professionals around the world as the definitive text on the design of cold-formed steel, this book provides descriptions of the construction and structural behavior of cold-formed steel members and connections from both theoretical and experimental points of view. Updated to reflect the 2016 AISI North American specification and 2015 North American framing standards, this all-new fifth edition offers readers a better understanding of the analysis and design of the thin-walled, cold-formed steel structures that have been widely used in building construction and other areas in recent years.Cold-Formed Steel Design, 5th Edition has been revised and reorganized to incorporate the Direct Strength Method. It discusses the reasons and justification for the various design provisions of the North American specification and framing design standards. It provides chapter coverage of: the types of steels and their most important mechanical properties; the fundamentals of buckling modes; commonly used terms; the design of flexural members, compression members and closed cylindrical tubes, and of beam–columns using ASD, LRFD, and LSD methods; shear diaphragms and shell roof structures; standard corrugated sheets; and more. Updated to the 2016 North American (AISI S100) design specification and 2015 North American (AISI S240) design standardOffers thorough coverage of ASD, LRFD, LSD, and DSM design methodsIntegrates DSM in the main body of design provisionsFeatures a new section on Power-Actuated Fastener (PAF) ConnectionsProvides new examples and explanations of design provisionsCold-Formed Steel Design, 5th Edition is not only instructive for students, but can serve as a major source of reference for structural engineers, researchers, architects, and construction managers.

    Produktinformation

    • Utgivningsdatum:2019-11-15
    • Mått:221 x 279 x 33 mm
    • Vikt:1 383 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:528
    • Upplaga:5
    • Förlag:John Wiley & Sons Inc
    • ISBN:9781119487395

    Utforska kategorier

    • Byggnadsteknik inom Naturvetenskap och teknik

    Mer om författaren

    WEI-WEN YU, PHD, PE, is Curators' Distinguished Professor Emeritus of Civil Engineering at Missouri University of Science and Technology and Founding Director of the Wei-Wen Yu Center for Cold-Formed Steel Structures. He retired from the AISI Committee on Specifications in 2010 after 50 years of service. ROGER A. LABOUBE, PHD, PE, is Curators' Distinguished Teaching Professor Emeritus of Civil Engineering at Missouri University of Science and Technology and Director of the Wei-Wen Yu Center for Cold-Formed Steel Structures. Dr. LaBoube is also an active member of the AISI Committee on Specification and Committee on Framing Standards. HELEN CHEN, PHD, is the Manager of Construction Standards Development at the American Iron and Steel Institute (AISI), and oversees the Standards Council program responsible for developing and maintaining all AISI standards approved by the American National Standards Institute.

    Innehållsförteckning

    • Preface ixChapter 1 Introduction 11.1 General Remarks 11.2 Types of Cold-Formed Steel Sections and Their Applications 21.3 Metal Buildings and Industrialized Housing 71.4 Methods of Forming 131.5 Research and Design Specifications 151.6 General Design Considerations of Cold-Formed Steel Construction 211.7 Economic Design and Optimum Properties 261.8 Design Basis 271.9 Serviceability 35Chapter 2 Materials Used in Cold-Formed Steel Construction 372.1 General Remarks 372.2 Yield Stress, Tensile Strength, and Stress–Strain Curve 442.3 Modulus of Elasticity, Tangent Modulus, and Shear Modulus 452.4 Ductility 452.5 Weldability 472.6 Fatigue Strength and Toughness 482.7 Influence of Cold Work on Mechanical Properties of Steel 482.8 Utilization of Cold Work of Forming 512.9 Effect of Temperature on Mechanical Properties of Steel 532.10 Testing of Full Sections and Flat Elements 542.11 Residual Stresses Due to Cold Forming 552.12 Effect of Strain Rate on Mechanical Properties 57Chapter 3 Strength of Thin Elements and Design Criteria 593.1 General Remarks 593.2 Definitions of Terms 593.3 Structural Behavior of Compression Elements and Effective Width Design Criteria 613.4 Perforated Elements and Members 973.5 Direct Strength Method and Consideration of Local and Distortional Buckling 1003.6 Plate Buckling of Structural Shapes 1173.7 Additional Information 117Chapter 4 Flexural Members 1194.1 General Remarks 1194.2 Bending Strength and Deflection 1194.3 Design of Beam Webs 1834.4 Bracing Requirements of Beams 2094.5 Torsional Analysis of Beams and Combined Bending and Torsional Loading 2164.6 Additional Information on Beams 216Chapter 5 Compression Members 2175.1 General Remarks 2175.2 Column Buckling 2185.3 Local Buckling Interacting with Yielding and Global Buckling 2265.4 Distortional Buckling Strength of Compression Members 2285.5 Effect of Cold Work on Column Buckling 2285.6 North American Design Formulas for Concentrically Loaded Compression Members 2305.7 Effective Length Factor K 2345.8 Built-Up Compression Members 2365.9 Bracing of Axially Loaded Compression Members 2375.10 Design Examples 2385.11 Compression Members in Metal Roof and Wall Systems 2475.12 Additional Information on Compression Members 250Chapter 6 Combined Axial Load And Bending 2516.1 General Remarks 2516.2 Combined Tensile Axial Load and Bending 2516.3 Combined Compressive Axial Load and Bending (Beam–Columns) 2536.4 Member Forces Considering Structural Stability 2616.5 North American Design Criteria for Beam–Column Check 2656.6 Design Examples 2666.7 Additional Information on Beam–Columns 283Chapter 7 Closed Cylindrical Tubular Members 2857.1 General Remarks 2857.2 Types of Closed Cylindrical Tubes 2857.3 Flexural Column Buckling 2857.4 Local Buckling 2867.5 North American Design Criteria 2897.6 Design Examples 293Chapter 8 Connections 2978.1 General Remarks 2978.2 Types of Connectors 2978.3 Welded Connections 2978.4 Bolted Connections 3168.5 Screw Connections 3278.6 Power-Actuated Fasteners 3318.7 Other Fasteners 3348.8 Rupture Failure of Connections 3368.9 I- or Box-Shaped Compression Members Made by Connecting Two C-Sections 3378.10 I-Beams Made by Connecting Two C-Sections 3408.11 Spacing of Connections in Compression Elements 342Chapter 9 Shear Diaphragms and Roof Structures 3459.1 General Remarks 3459.2 Steel Shear Diaphragms 3459.3 Structural Members Braced by Diaphragms 3589.4 Shell Roof Structures 3679.5 Metal Roof Systems 3789.6 Shear Walls 380Chapter 10 Corrugated Sheets 38110.1 General Remarks 38110.2 Applications 38110.3 Sectional Properties and Design of Arc- and Tangent-Type Corrugated Sheets 38110.4 Sectional Properties and Design of Trapezoidal-Type Corrugated Sheets 386Chapter 11 Composite Design 38911.1 General Remarks 38911.2 Steel-Deck-Reinforced Composite Slabs 38911.3 Composite Beams or Girders with Cold-Formed Steel Deck 390Chapter 12 Light-Frame Construction 39312.1 General Remarks 39312.2 Framing Standards 39312.3 Design Guides 406Appendix A Thickness of Base Metal 407Appendix B Torsion 409Appendix C Formulas for Computing Cross-Sectional Property 𝛽y 421Appendix D Definitions of Terms 423Nomenclature 429Acronyms and Abbreviations 443Conversion Table 445References 447Index 513