SWD CSA A23.3 04

• Title
• Copyright
• Disclaimer
• Contents
• Chapter 01 Introduction
• Chapter 02 Pier Design
• Chapter 03 Spandrel Design
• Appendix A
• Appendix B
• Appendix C
• Appendix D
• Bibliography
• SWD-CSA-A23.3-04_1.pdf
  • Title
  • Copyright
  • Disclaimer
  • Contents
  • Chapter 1 Introduction
    • 1.1. Notation
    • 1.2. Design Station Locations
    • 1.3. Default Design Load Combinations
      • 1.3.1. 6BDead Load Component
      • 1.3.2. 7BLive Load Component
      • 1.3.3. 8BWind Load Component
      • 1.3.4. 9BEarthquake Load Component
      • 1.3.5. 10BCombinations that Include a Response Spectrum
      • 1.3.6. 11BCombinations that Include Time History Results
      • 1.3.7. 12BCombinations That Include Static Nonlinear Results
    • 1.4. Shear Wall Design Preferences
    • 1.5. Shear Wall Design Overwrites
    • 1.6. Choice of Units
  • Chapter 2 Pier Design
    • 2.1 Wall Pier Flexural Design
      • 2.1.1 Designing a Simplified Pier Section
        • 2.1.1.1 Design Condition 1
        • 2.1.1.2 Design Condition 2
        • 2.1.1.3 Design Condition 3
      • 2.1.2 Checking a General or Uniform Reinforcing Pier Section
        • 2.1.2.1 Interaction Surface
        • 2.1.2.2 Formulation of the Interaction Surface
        • 2.1.2.3 Details of the Strain Compatibility Analysis
      • 2.1.3 Wall Pier Demand/Capacity Ratio
      • 2.1.4 Designing a General Reinforcing or Uniform Reinforcing Pier Section
    • 2.2 Wall Pier Shear Design
      • 2.2.1 Determine the Concrete Shear Capacity
      • 2.2.2 Determine the Required Shear Reinforcing
    • 2.3 Wall Pier Boundary Elements
      • 2.3.1 Details of Check for Boundary Element Requirements
  • Chapter 3 Spandrel Design
    • 3.1 Spandrel Flexural Design
      • 3.1.1 Determine the Maximum Factored Moments
      • 3.1.2 Determine the Required Flexural Reinforcing
        • 3.1.2.1 Rectangular Beam Flexural Reinforcing
          • 3.1.2.1.1 Tension Reinforcing Only Required
          • 3.1.2.1.2 Tension and Compression Reinforcing Required
        • 3.1.2.2 T-Beam Flexural Reinforcing
          • 3.1.2.2.1 Tension Reinforcing Only Required
          • 3.1.2.2.2 Tension and Compression Reinforcing Required
          • 3.1.2.2.3 Minimum and Maximum Tensile Reinforcement
    • 3.2 Spandrel Shear Design
      • 3.2.1.1 Determine Factored Forces
      • 3.2.2 Determine the Concrete Shear Capacity
      • 3.2.3 Determine Required Shear Reinforcement
  • Appendices
    • Appendix A Supported Design Codes
    • Appendix B Shear Wall Design Preferences
    • Appendix C Design Procedure Overwrites
      • C.1 LL Reduction Factor
      • C.2 User-Defined Edge Members
    • Appendix D Analysis Sections and Design Sections
  • Bibliography