http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
"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"--
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
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
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
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
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
Wei-Wen Yu, Roger A. LaBoube, Helen Chen.
Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
Includes bibliographical references and index.