CFD CSA A23.3 04

• Title
• Copyright
• Disclaimer
• Contents
• Chapter 01 Introduction
  • 1.1 Organization
  • 1.2 Recommended Reading/Practice
• Chapter 02 Design Prerequisites
  • 2.1 Design Load Combinations
  • 2.2 Design and Check Stations
  • 2.3 Identifying Beams and Columns
  • 2.4 Design of Beams
  • 2.5 Design of Columns
  • 2.6 Design of Joints
  • 2.7 P-Delta Effects
  • 2.8 Element Unsupported Lengths
  • 2.9 Choice of Input Units
• Chapter 03 Design Process
  • 3.1 Notation
  • 3.2 Design Load Combinations
  • 3.3 Limits on Material Strength
  • 3.4 Strength Resistance Factors
  • 3.5 Column Design
    • 3.5.1 Generation of Biaxial Interaction Surfaces
    • 3.5.2 Calculate Column Capacity Ratio
      • 3.5.2.1 Determine Factored Moments and Forces
      • 3.5.2.2 Determine Moment Magnification Factors
        • 3.5.2.2.1 Lateral Drift Effect
        • 3.5.2.2.2 Member Stability Effects
      • 3.5.2.3 Determine Capacity Ratio
    • 3.5.3 Required Reinforcing Area
    • 3.5.4 Design Column Shear Reinforcement
      • 3.5.4.1 Determine Section Forces
      • 3.5.4.2 Determine Concrete Shear Capacity
      • 3.5.4.3 Determine Required Shear Reinforcement
  • 3.6 Beam Design
    • 3.6.1 Design Beam Flexural Reinforcement
      • 3.6.1.1 Determine Factored Moments
      • 3.6.1.2 Determine Required Flexural Reinforcement
        • 3.6.1.2.1 Design for Flexure of a Rectangular Beam
        • 3.6.1.2.2 Design for Flexure of a T-Beam
          • Flanged Beam Under Negative Moment
          • Flanged Beam Under Positive Moment
      • 3.6.1.3 Minimum and Maximum Tensile Reinforcement
      • 3.6.1.4 Special Consideration for Seismic Design
    • 3.6.2 Design Beam Shear Reinforcement
      • 3.6.2.1 Determine Shear Force and Moment
      • 3.6.2.2 Determine Concrete Shear Capacity
      • 3.6.2.3 Determine Required Shear Reinforcement
  • 3.7 Joint Design
    • 3.7.1 Determine the Panel Zone Shear Force
    • 3.7.2 Determine the Effective Area of Joint
    • 3.7.3 Check Panel Zone Shear Stress
    • 3.7.4 Beam-Column Flexural Capacity Ratios
• Appendices
• References
• CFD-CSA-A23.3-04_1.pdf
  • Title
  • Copyright
  • Disclaimer
  • Contents
  • Chapter 1 Introduction
    • 1.1 Organization
    • 1.2 Recommended Reading/Practice
  • Chapter 2 Design Prerequisites
    • 2.1 Design Load Combinations
    • 2.2 Design and Check Stations
    • 2.3 Identifying Beams and Columns
    • 2.4 Design of Beams
    • 2.5 Design of Columns
    • 2.6 Design of Joints
    • 2.7 P-Delta Effects
    • 2.8 Element Unsupported Lengths
    • 2.9 Choice of Input Units
  • Chapter 3 Design Process
    • 3.1 Notation
    • 3.2 Design Load Combinations
    • 3.3 Limits on Material Strength
    • 3.4 Strength Resistance Factors
    • 3.5 Column Design
      • 3.5.1 Generation of Biaxial Interaction Surfaces
      • 3.5.2 Calculate Column Capacity Ratio
        • 3.5.2.1 Determine Factored Moments and Forces
        • 3.5.2.2 Determine Moment Magnification Factors
        • 3.5.2.3 Determine Capacity Ratio
      • 3.5.3 Required Reinforcing Area
      • 3.5.4 Design Column Shear Reinforcement
        • 3.5.4.1 Determine Section Forces
        • 3.5.4.2 Determine Concrete Shear Capacity
        • 3.5.4.3 Determine Required Shear Reinforcement
    • 3.6 Beam Design
      • 3.6.1 Design Beam Flexural Reinforcement
        • 3.6.1.1 Determine Factored Moments
        • 3.6.1.2 Determine Required Flexural Reinforcement
        • 3.6.1.3 Minimum and Maximum Tensile Reinforcement
        • 3.6.1.4 Special Consideration for Seismic Design
      • 3.6.2 Design Beam Shear Reinforcement
        • 3.6.2.1 Determine Shear Force and Moment
        • 3.6.2.2 Determine Concrete Shear Capacity
        • 3.6.2.3 Determine Required Shear Reinforcement
    • 3.7 Joint Design
      • 3.7.1 Determine the Panel Zone Shear Force
      • 3.7.2 Determine the Effective Area of Joint
      • 3.7.3 Check Panel Zone Shear Stress
      • 3.7.4 Beam-Column Flexural Capacity Ratios
  • Appendices
  • References