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Cold-formed steel design / Wei-Wen Yu; Roger A. LaBoube
Contributor(s): Resource type: Ressourcentyp: Buch (Online)Book (Online)Language: English Publisher: Hoboken, N.J : John Wiley & Sons, c2010Edition: 4th ed (Online-Ausg.)Description: Online-Ressource (1 online resource (xi, 491 p.)) : illISBN:- 9781282773707
- 1282773704
- 9780470919743
- 624.1821
- 624.1/821 22
- TA684
Contents:
Summary: The definitive text in the field, thoroughly updated andexpanded Hailed by professionals around the world as the definitive texton the subject, Cold-Formed Steel Design is an indispensableresource for all who design for and work with cold-formed steel. Noother book provides such exhaustive coverage of both the theory andpractice of cold-formed steel construction. Updated and expanded toreflect all the important developments that have occurred in thefield over the past decade, this Fourth Edition of the classic textprovides you with more of the detailed, up-to-the-minute technicalinformation and expert guidance you need to make optimum use ofthis incredibly versatile material for building construction. Wei-Wen Yu and Roger LaBoube, respected authorities in thefield, draw upon decades of experience in cold-formed steel design,research, teaching, and development of design specifications toprovide guidance on all practical aspects of cold-formed steeldesign for manufacturing, civil engineering, and buildingapplications. Throughout the book, they describe the structuralbehavior of cold-formed steel members and connections from both thetheoretical and experimental perspectives, and discuss therationale behind the AISI and North American design provisions.Cold-Formed Steel Design, Fourth Edition features: Thoroughly up-to-date 2007 North American (AISI S100) designspecifications Both ASD and LRFD methods for USA and Mexico LSD (Limit States Design) method for Canada A new chapter on the Direct Strength Method Updates and revisions of all 14 existing chapters In-depth design examples and explanation of designprovisions Cold-Formed Steel Design, Fourth Edition is a necessarytool-of-the-trade for structural engineers, manufacturers,construction managers, and architects. It is also an excellentadvanced text for college students and researchers inSummary: Cold-Formed Steel Design, Fourth Edition -- CONTENTS -- PREFACE -- Chapter 1: Introduction -- 1.1 GENERAL REMARKS -- 1.2 TYPES OF COLD-FORMED STEEL SECTIONS AND THEIR APPLICATIONS -- 1.3 STANDARDIZED METAL BUILDINGS AND INDUSTRIALIZED HOUSING -- 1.4 METHODS OF FORMING -- 1.5 RESEARCH AND DESIGN SPECIFICATIONS -- 1.6 GENERAL DESIGN CONSIDERATIONS OF COLD-FORMED STEEL CONSTRUCTION -- 1.7 ECONOMIC DESIGN AND OPTIMUM PROPERTIES -- Chapter 2: Materials Used in Cold-Formed Steel Construction -- 2.1 GENERAL REMARKS -- 2.2 YIELD STRESS, TENSILE STRENGTH, AND STRESS-STRAIN CURVE -- 2.3 MODULUS OF ELASTICITY, TANGENT MODULUS, AND SHEAR MODULUS -- 2.4 DUCTILITY -- 2.5 WELDABILITY -- 2.6 FATIGUE STRENGTH AND TOUGHNESS -- 2.7 INFLUENCE OF COLD WORK ON MECHANICAL PROPERTIES OF STEEL -- 2.8 UTILIZATION OF COLD WORK OF FORMING -- 2.9 EFFECT OF TEMPERATURE ON MECHANICAL PROPERTIES OF STEEL -- 2.10 TESTING OF FULL SECTIONS AND FLAT ELEMENTS -- 2.11 RESIDUAL STRESSES DUE TO COLD FORMING -- 2.12 EFFECT OF STRAIN RATE ON MECHANICAL PROPERTIES -- Chapter 3: Strength of Thin Elements and Design Criteria -- 3.1 GENERAL REMARKS -- 3.2 DEFINITIONS OF TERMS -- 3.3 DESIGN BASIS -- 3.4 SERVICEABILITY -- 3.5 STRUCTURAL BEHAVIOR OF COMPRESSION ELEMENTS AND DESIGN CRITERIA -- 3.6 PERFORATED ELEMENTS AND MEMBERS -- 3.7 PLATE BUCKLING OF STRUCTURAL SHAPES -- 3.8 ADDITIONAL INFORMATION -- Chapter 4: Flexural Members -- 4.1 GENERAL REMARKS -- 4.2 BENDING STRENGTH AND DEFLECTION -- 4.3 DESIGN OF BEAM WEBS -- 4.4 BRACING REQUIREMENTS OF BEAMS -- 4.5 TORSIONAL ANALYSIS OF BEAMS AND COMBINED BENDING AND TORSIONAL LOADING -- 4.6 ADDITIONAL INFORMATION ON BEAMS -- Chapter 5: Compression Members -- 5.1 GENERAL REMARKS -- 5.2 YIELDING -- 5.3 FLEXURAL COLUMN BUCKLING -- 5.4 TORSIONAL BUCKLING AND FLEXURAL-TORSIONAL BUCKLING -- 5.5 EFFECT OF LOCAL BUCKLING ON COLUMN STRENGTH.PPN: PPN: 809048744Package identifier: Produktsigel: ZDB-26-MYL | ZDB-30-PAD | ZDB-30-PQE
""Title Page""; ""Copyright Page""; ""PREFACE""; ""CHAPTER 1 - Introduction""; ""1.1 GENERAL REMARKS""; ""1.2 TYPES OF COLD-FORMED STEEL SECTIONS AND THEIR APPLICATIONS""; ""1.3 STANDARDIZED METAL BUILDINGS AND INDUSTRIALIZED HOUSING""; ""1.4 METHODS OF FORMING""; ""1.5 RESEARCH AND DESIGN SPECIFICATIONS""; ""1.6 GENERAL DESIGN CONSIDERATIONS OF COLD-FORMED STEEL CONSTRUCTION""; ""1.7 ECONOMIC DESIGN AND OPTIMUM PROPERTIES""; ""CHAPTER 2 - Materials Used in Cold-Formed Steel Construction""; ""2.1 GENERAL REMARKS""; ""2.2 YIELD STRESS, TENSILE STRENGTH, AND STRESS-STRAIN CURVE""
""2.3 MODULUS OF ELASTICITY, TANGENT MODULUS, AND SHEAR MODULUS""""2.4 DUCTILITY""; ""2.5 WELDABILITY""; ""2.6 FATIGUE STRENGTH AND TOUGHNESS""; ""2.7 INFLUENCE OF COLD WORK ON MECHANICAL PROPERTIES OF STEEL""; ""2.8 UTILIZATION OF COLD WORK OF FORMING""; ""2.9 EFFECT OF TEMPERATURE ON MECHANICAL PROPERTIES OF STEEL""; ""2.10 TESTING OF FULL SECTIONS AND FLAT ELEMENTS""; ""2.11 RESIDUAL STRESSES DUE TO COLD FORMING""; ""2.12 EFFECT OF STRAIN RATE ON MECHANICAL PROPERTIES""; ""CHAPTER 3 - Strength of Thin Elements and Design Criteria""; ""3.1 GENERAL REMARKS""; ""3.2 DEFINITIONS OF TERMS""
""3.3 DESIGN BASIS""""3.4 SERVICEABILITY""; ""3.5 STRUCTURAL BEHAVIOR OF COMPRESSION ELEMENTS AND DESIGN CRITERIA""; ""3.6 PERFORATED ELEMENTS AND MEMBERS""; ""3.7 PLATE BUCKLING OF STRUCTURAL SHAPES""; ""3.8 ADDITIONAL INFORMATION""; ""CHAPTER 4 - Flexural Members""; ""4.1 GENERAL REMARKS""; ""4.2 BENDING STRENGTH AND DEFLECTION""; ""4.3 DESIGN OF BEAM WEBS""; ""4.4 BRACING REQUIREMENTS OF BEAMS""; ""4.5 TORSIONAL ANALYSIS OF BEAMS AND COMBINED BENDING AND TORSIONAL LOADING""; ""4.6 ADDITIONAL INFORMATION ON BEAMS""; ""CHAPTER 5 - Compression Members""; ""5.1 GENERAL REMARKS""
""5.2 YIELDING""""5.3 FLEXURAL COLUMN BUCKLING""; ""5.4 TORSIONAL BUCKLING AND FLEXURAL-TORSIONAL BUCKLING""; ""5.5 EFFECT OF LOCAL BUCKLING ON COLUMN STRENGTH""; ""5.6 DISTORTIONAL BUCKLING STRENGTH OF COMPRESSION MEMBERS""; ""5.7 EFFECT OF COLD WORK ON COLUMN BUCKLING""; ""5.8 NORTH AMERICAN DESIGN FORMULAS FOR CONCENTRICALLY LOADED COMPRESSION MEMBERS""; ""5.9 EFFECTIVE LENGTH FACTOR K""; ""5.10 BUILT-UP COMPRESSION MEMBERS""; ""5.11 BRACING OF AXIALLY LOADED COMPRESSION MEMBERS""; ""5.12 DESIGN EXAMPLES""; ""5.13 COMPRESSION MEMBERS HAVING ONE FLANGE FASTENED TO DECKS OR PANELS""
""5.15 ADDITIONAL INFORMATION ON COMPRESSION MEMBERS""""CHAPTER 6 - Combined Axial Load and Bending""; ""6.1 GENERAL REMARKS""; ""6.2 COMBINED TENSILE AXIAL LOAD AND BENDING""; ""6.3 COMBINED COMPRESSIVE AXIAL LOAD AND BENDING (BEAM-COLUMNS)""; ""6.4 NORTH AMERICAN DESIGN CRITERIA""; ""6.5 DESIGN EXAMPLES""; ""6.6 SECOND-ORDER ANALYSIS""; ""6.7 ADDITIONAL INFORMATION ON BEAM-COLUMNS""; ""CHAPTER 7 - Closed Cylindrical Tubular Members""; ""7.1 GENERAL REMARKS""; ""7.2 TYPES OF CLOSED CYLINDRICAL TUBES""; ""7.3 FLEXURAL COLUMN BUCKLING""; ""7.4 LOCAL BUCKLING""
""7.5 NORTH AMERICAN DESIGN CRITERIA""
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