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Cold-formed steel design /

"Since it first published in 1985, Cold-Formed Steel Design has been hailed by professionals around the world as the definitive text for those who design for and work with cold-formed steel. There is no competition when it comes to the extensive coverage of both theory and practice of cold-form...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Yu, Wei-wen, 1924- (Autor), LaBoube, Roger A. (Autor), Chen, Helen (Metallurgist) (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Hoboken, NJ : John Wiley & Sons, Inc., 2020.
Edición:Fifth edition.
Temas:
Acceso en línea:Texto completo

MARC

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020 |a 1119487420  |q (electronic book) 
020 |z 9781119487395  |q (hardcover) 
020 |z 1119487390  |q (hardcover) 
029 1 |a CHNEW  |b 001065496 
029 1 |a CHVBK  |b 575923857 
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082 0 0 |a 624.1/821  |2 23 
049 |a UAMI 
100 1 |a Yu, Wei-wen,  |d 1924-  |e author. 
245 1 0 |a Cold-formed steel design /  |c Wei-Wen Yu, Roger A. LaBoube, Helen Chen. 
250 |a Fifth edition. 
264 1 |a Hoboken, NJ :  |b John Wiley & Sons, Inc.,  |c 2020. 
264 4 |c ©2020 
300 |a 1 online resource 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b n  |2 rdamedia 
338 |a online resource  |b nc  |2 rdacarrier 
504 |a Includes bibliographical references and index. 
520 |a "Since it first published in 1985, Cold-Formed Steel Design has been hailed by professionals around the world as the definitive text for those who design for and work with cold-formed steel. There is no competition when it comes to the extensive coverage of both theory and practice of cold-formed steel construction. This Fifth Edition is updated to reflect the 2016 AISI North American Specification for the Design of Cold-Formed Steel Structural Members. The text has been revised to incorporate the Direct Strength Method (DSM) in the main body of design provisions"--  |c Provided by publisher. 
505 8 |a Cover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 General Remarks; 1.2 Types of Cold-Formed Steel Sections and Their Applications; 1.2.1 Individual Structural Framing Members; 1.2.2 Panels and Decks; 1.3 Metal Buildings and Industrialized Housing; 1.4 Methods of Forming; 1.4.1 Cold Roll Forming; 1.4.2 Press Brake; 1.5 Research and Design Specifications; 1.5.1 United States; 1.5.2 Other Countries; 1.6 General Design Considerations of Cold-Formed Steel Construction; 1.6.1 Local Buckling, Distortional Buckling, and Postbuckling Strength of Thin Compression Elements 
505 8 |a 1.6.2 Torsional Rigidity1.6.3 Stiffeners in Compression Elements; 1.6.4 Variable Properties of Sections Having Stiffened or Unstiffened Compression Elements; 1.6.5 Connections; 1.6.6 Web Crippling Strength of Beams; 1.6.7 Thickness Limitations and Corrosion Protection; 1.6.8 Plastic Design; 1.6.9 Linear Method for Computing Properties of Formed Sections; 1.6.10 Tests for Special Cases; 1.6.11 Cold Work of Forming; 1.7 Economic Design and Optimum Properties; 1.8 Design Basis; 1.8.1 Allowable Strength Design; 1.8.2 Load and Resistance Factor Design; 1.8.3 Limit States Design 
505 8 |a 1.8.4 Units of Symbols and Terms1.9 Serviceability; Chapter 2 Materials Used in Cold-Formed Steel Construction; 2.1 General Remarks; 2.2 Yield Stress, Tensile Strength, and Stress-Strain Curve; 2.2.1 Yield Stress Fy and Stress-Strain Curve; 2.2.2 Tensile Strength; 2.3 Modulus of Elasticity, Tangent Modulus, and Shear Modulus; 2.3.1 Modulus of Elasticity E; 2.3.2 Tangent Modulus Et; 2.3.3 Shear Modulus G; 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 
505 8 |a 2.9 Effect of Temperature on Mechanical Properties of Steel2.10 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 Structural Behavior of Compression Elements and Effective Width Design Criteria; 3.3.1 Stiffened Compression Elements; 3.3.2 Unstiffened Compression Elements; 3.3.3 Uniformly Compressed Elements with Stiffeners; 3.4 Perforated Elements and Members 
505 8 |a 3.4.1 Uniformly Compressed Stiffened Elements with Circular Holes3.4.2 Uniformly Compressed Stiffened Elements with Noncircular Holes; 3.4.3 C-Section Webs with Holes under Stress Gradient; 3.5 Direct Strength Method and Consideration of Local and Distortional Buckling; 3.5.1 Local Buckling; 3.5.2 Distortional Buckling; 3.5.3 Influence of Perforation on Local and Distortional Buckling; 3.6 Plate Buckling of Structural Shapes; 3.7 Additional Information; Chapter 4 Flexural Members; 4.1 General Remarks; 4.2 Bending Strength and Deflection; 4.2.1 Introduction 
588 0 |a Online resource; title from digital title page (viewed on October 21, 2019). 
590 |a Knovel  |b ACADEMIC - Civil Engineering & Construction Materials 
590 |a Knovel  |b ACADEMIC - Metals & Metallurgy 
650 0 |a Building, Iron and steel. 
650 0 |a Sheet-steel. 
650 0 |a Thin-walled structures. 
650 0 |a Steel  |x Cold working. 
650 6 |a Construction métallique. 
650 6 |a Tôle d'acier. 
650 6 |a Structures à parois minces. 
650 6 |a Acier  |x Travail à froid. 
650 7 |a Building, Iron and steel.  |2 fast  |0 (OCoLC)fst00840918 
650 7 |a Sheet-steel.  |2 fast  |0 (OCoLC)fst01115617 
650 7 |a Steel  |x Cold working.  |2 fast  |0 (OCoLC)fst01132480 
650 7 |a Thin-walled structures.  |2 fast  |0 (OCoLC)fst01150059 
700 1 |a LaBoube, Roger A.,  |e author. 
700 1 |a Chen, Helen  |c (Metallurgist),  |e author. 
776 0 8 |i Print version:  |a Yu, Wei-wen, 1924-  |t Cold-formed steel design.  |b Fifth edition.  |d Hoboken : Wiley, 2019  |z 9781119487395  |w (DLC) 2019023220 
856 4 0 |u https://appknovel.uam.elogim.com/kn/resources/kpCFSDE02A/toc  |z Texto completo 
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938 |a EBSCOhost  |b EBSC  |n 2259853 
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938 |a YBP Library Services  |b YANK  |n 16322681 
994 |a 92  |b IZTAP