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