CFD EC 2 2004

• 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 P-Delta Effects
  • 2.7 Element Unsupported Lengths
  • 2.8 Choice of Input Units
• Chapter 03 Design Process
  • 3.1 Notation
  • 3.2 Assumptions / Limitations
  • 3.3 Design Load Combinations
  • 3.4 Column Design
    • 3.4.1 Generation of Biaxial Interaction Surfaces
    • 3.4.2 Calculate Column Capacity Ratio
      • 3.4.2.1 Determine Factored Moments and Forces
      • 3.4.2.2 Second Order Moments
        • 3.4.2.2.1 Nominal Stiffness Method
        • 3.4.2.2.2 Nominal Curvature Method
      • 3.4.2.3 Determine Capacity Ratio
    • 3.4.3 Design Longitudinal Reinforcement
    • 3.4.4 Design Column Shear Reinforcement
      • 3.4.4.1 Determine Design Shear Force
      • 3.4.4.2 Determine Design Shear Resistance
      • 3.4.4.3 Determine Maximum Design Shear Force
      • 3.4.4.4 Determine Required Shear Reinforcement
  • 3.5 Beam Design
    • 3.5.1 Design Beam Flexural Reinforcement
      • 3.5.1.1 Determine Factored Moments
      • 3.5.1.2 Determine Required Flexural Reinforcement
        • 3.5.1.2.1 Rectangular Beam Flexural Reinforcement
        • 3.5.1.2.2 T-Beam Flexural Reinforcement
          • Flanged Beam Under Negative Moment
          • Flanged Beam Under Positive Moment
      • 3.5.1.3 Minimum and Maximum Tensile Reinforcement
    • 3.5.2 Design Beam Shear Reinforcement
      • 3.5.2.1 Determine Design Shear Force
      • 3.5.2.2 Determine Design Shear Resistance
      • 3.5.2.3 Determine Maximum Design Shear Force
      • 3.5.2.4 Determine Required Shear Reinforcement
    • 3.5.3 Design Beam Torsion Reinforcement
      • 3.5.3.1 Determine Factored Torsion
      • 3.5.3.2 Determine Torsion Section Properties
      • 3.5.3.3 Determine Torsional Cracking Moment
      • 3.5.3.4 Determine Torsion Reinforcement
• Chapter 04 Seismic Provisions
  • 4.1 Notations
  • 4.2 Design Preferences
  • 4.3 Overwrites
  • 4.4 Supported Framing Types
  • 4.5 Member Design
    • 4.5.1 Ductility Class High – Moment-Resisting Frames (DCH MRF)
      • 4.5.1.1 Design Forces
        • 4.5.1.1.1 Beams
        • 4.5.1.1.2 Columns
      • 4.5.1.2 Design Resistance
      • 4.5.1.3 Joint Design
        • 4.5.1.3.1 Determine the Panel Zone Shear Force
        • 4.5.1.3.2 Determine the Effective Area of Joint
        • 4.5.1.3.3 Check Panel Zone Shear Force
      • 4.5.1.4 Design Panel Zone Confinement Reinforcing
      • 4.5.1.5 Beam-Column Flexural Capacity Ratios
      • 4.5.1.6 Minimum and Maximum Tensile Reinforcement
    • 4.5.2 Ductility Class Medium – Moment-Resisting Frames (DCM MRF)
      • 4.5.2.1 Design Forces
        • 4.5.2.1.1 Beams
        • 4.5.2.1.2 Columns
      • 4.5.2.2 Design Resistance
      • 4.5.2.3 Beam-Column Flexural Capacity Ratios
      • 4.5.2.4 Minimum and Maximum Tensile Reinforcement
    • 4.5.3 Ductility Class Low – Moment-Resisting Frames (DCL MRF)
    • 4.5.4 Special Consideration for Seismic Design
• Appendices
  • Appendix A Second Order P-Delta Effects
  • Appendix B Member Unsupported Lengths and Computation of B-Factors
  • Appendix C Concrete Frame Design Preferences
  • Appendix D Concrete Frame Overwrites
  • Appendix E Error Messages and Warnings
  • Appendix F Nationally Determined Parameters (NDPs)
• References