Cold Formed Steel Design Fifth Edition

Cold Formed Steel Design Fifth Edition

Cold‐Formed Steel Design Fifth Edition by Wei-Wen Yu, Roger A. LaBoube, Helen Chen

Contents of Cold‐Formed Steel Design

  • CHAPTER 1. INTRODUCTION
  • General Remarks
  • Types of Cold-Formed Steel Sections and Their Applications
  • Metal Buildings and Industrialized Housing
  • Methods of Forming
  • Research and Design Specifications
  • General Design Considerations of Cold-Formed Steel Construction
  • Economic Design and Optimum Properties
  • Design Basis
  • Serviceability
  • CHAPTER 2. MATERIALS USED IN COLD-FORMED STEEL CONSTRUCTION
  • General Remarks
  • Yield Stress, Tensile Strength, and Stress–Strain Curve
  • Modulus of Elasticity, Tangent Modulus, and Shear Modulus
  • Ductility
  • Weldability
  • Fatigue Strength and Toughness
  • Influence of Cold Work on Mechanical Properties of Steel
  • Utilization of Cold Work of Forming
  • Effect of Temperature on Mechanical Properties of Steel
  • Testing of Full Sections and Flat Elements
  • Residual Stresses Due to Cold Forming
  • Effect of Strain Rate on Mechanical Properties
  • CHAPTER 3. STRENGTH OF THIN ELEMENTS AND DESIGN CRITERIA
  • General Remarks
  • Definitions of Terms
  • Structural Behavior of Compression Elements and Effective Width Design
  • Criteria
  • Perforated Elements and Members
  • Direct Strength Method and Consideration of Local and Distortional
  • Buckling
  • Plate Buckling of Structural Shapes
  • Additional Information
  • CHAPTER 4. FLEXURAL MEMBERS
  • General Remarks
  • Bending Strength and Deflection
  • Design of Beam Webs
  • Bracing Requirements of Beams
  • Torsional Analysis of Beams and Combined Bending and Torsional Loading
  • Additional Information on Beams
  • CHAPTER 5. COMPRESSION MEMBERS
  • General Remarks
  • Column Buckling
  • Local Buckling Interacting with Yielding and Global Buckling
  • Distortional Buckling Strength of Compression Members
  • Effect of Cold Work on Column Buckling
  • North American Design Formulas for Concentrically Loaded Compression
  • Members
  • Effective Length Factor K
  • Built-Up Compression Members
  • Bracing of Axially Loaded Compression Members
  • Design Examples
  • Compression Members in Metal Roof and Wall Systems
  • Additional Information on Compression Members
  • CHAPTER 6. COMBINED AXIAL LOAD AND BENDING
  • General Remarks
  • Combined Tensile Axial Load and Bending
  • Combined Compressive Axial Load and Bending (Beam–Columns)
  • Member Forces Considering Structural Stability
  • North American Design Criteria for Beam–Column Check
  • Design Examples
  • Additional Information on Beam–Columns
  • CHAPTER 7. CLOSED CYLINDRICAL TUBULAR MEMBERS
  • General Remarks
  • Types of Closed Cylindrical Tubes
  • Flexural Column Buckling
  • Local Buckling
  • North American Design Criteria
  • Design Examples
  • CHAPTER 8. CONNECTIONS
  • General Remarks
  • Types of Connectors
  • Welded Connections
  • Bolted Connections
  • Screw Connections
  • Power-Actuated Fasteners
  • Other Fasteners
  • Rupture Failure of Connections
  • I- or Box-Shaped Compression Members Made by Connecting Two
  • C-Sections
  • I-Beams Made by Connecting Two C-Sections
  • Spacing of Connections in Compression Elements
  • CHAPTER 9. SHEAR DIAPHRAGMS AND ROOF STRUCTURES
  • General Remarks
  • Steel Shear Diaphragms
  • Structural Members Braced by Diaphragms
  • Shell Roof Structures
  • Metal Roof Systems
  • Shear Walls
  • CHAPTER 10. CORRUGATED SHEETS
  • General Remarks
  • Applications
  • Sectional Properties and Design of Arc- and Tangent-Type
  • Corrugated Sheets
  • Sectional Properties and Design of Trapezoidal-Type Corrugated
  • Sheets
  • CHAPTER 11. COMPOSITE DESIGN
  • General Remarks
  • Steel-Deck-Reinforced Composite Slabs
  • Composite Beams or Girders With Cold-Formed Steel Deck
  • CHAPTER 12. LIGHT-FRAME CONSTRUCTION
  • General Remarks
  • Framing Standards
  • Design Guides
  • APPENDIX A THICKNESS OF BASE METAL
  • APPENDIX B TORSION
  • APPENDIX D DEFINITIONS OF TERMS

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