SFD CSA S16 14

• Title
• Copyright
• Disclaimer
• Contents
• Chapter 01 Introduction
  • 1.1 Organization
  • 1.2 Recommended Reading/Practice
• Chapter 02 Modeling, Analysis and Design Prerequisites
  • 2.1 Check and Design Capability
  • 2.2 Analysis Sections vs. Design Sections
  • 2.3 Design and Check Stations
  • 2.4 Demand/Capacity Ratios
  • 2.5 Design Load Combinations
  • 2.6 Second Order P-Delta Effects
  • 2.7 Notional Load Cases
  • 2.8 Member Unsupported Lengths
  • 2.9 Effects of Breaking a Member into Multiple Elements
  • 2.10 Effective Length Factor (K)
  • 2.11 Supported Framing Types
  • 2.12 Continuity Plates
  • 2.13 Doubler Plates
  • 2.14 Frame Design Procedure Overwrites
  • 2.15 Interactive Design
  • 2.16 Automated Iterative Design
• Chapter 03 Design
  • 3.1 Notations
  • 3.2 Design Preferences
  • 3.3 Overwrites
  • 3.4 Design Loading Combinations
  • 3.5 Classification of Sections for Local Buckling
  • 3.6 Calculation of Factored Forces and Moments
  • 3.7 Calculation of Factored Strengths
    • 3.7.1 Factored Tensile Strength
    • 3.7.2 Factored Compressive Strength
    • 3.7.3 Flexure Strength
      • 3.7.3.1 I-Shapes and Double Channels
        • 3.7.3.1.1 Major Axis Bending
        • 3.7.3.1.2 Minor Axis Bending
      • 3.7.3.2 Rectangular Bar
        • 3.7.3.2.1 Major Axis Bending
        • 3.7.3.2.2 Minor Axis Bending
      • 3.7.3.3 Boxes
        • 3.7.3.3.1 Major Axis Bending
        • 3.7.3.3.2 Minor Axis Bending
      • 3.7.3.4 Pipes and Circular Rods
      • 3.7.3.5 Channel Section
        • 3.7.3.5.1 Major Axis Bending
        • 3.7.3.5.2 Minor Axis Bending
      • 3.7.3.6 T-Shapes and Double Angles
        • 3.7.3.6.1 Major Axis Bending
        • 3.7.3.6.2 Minor Axis Bending
      • 3.7.3.7 Angle Sections
      • 3.7.3.8 General Sections
    • 3.7.4 Shear Strength
      • 3.7.4.1 Shear in the Major Direction
      • 3.7.4.2 Shear in the Minor Direction
  • 3.8 Design of Members for Combined Forces
    • 3.8.1 Axial and Bending Stresses
      • 3.8.1.1 Axial Compressive and Bending — Class 1 and Class 2 I-Shapes
      • 3.8.1.2 Axial Compression and Bending — Other Sections
    • 3.8.2 Axial Tension and Bending
    • 3.8.3 Shear Stresses
• Chapter 04 Special Seismic Provisions
  • 4.1 Design Preferences
  • 4.2 Overwrites
  • 4.3 Supported Framing Types
  • 4.4 Member Design
    • 4.4.1 Type (Ductile) Moment-Resisting Frames (D MRF)
    • 4.4.2 Type (Moderately Ductile) Moment-Resisting Frames (MD MRF)
    • 4.4.3 Type (Limited-Ductility) Moment-Resisting Frames (LD MRF)
    • 4.4.4 Type (Moderately Ductile) Concentrically Braced Frames (MD CBF)
      • 4.4.4.1 Tension-Compression (TC)
      • 4.4.4.2 Chevron(V)
      • 4.4.4.3 Tension-Only (TO)
    • 4.4.5 Type (Limited-Ductility) Concentrically Braced Frames (LD CBF)
      • 4.4.5.1 Tension-Compression (TC)
      • 4.4.5.2 Chevron(V)
      • 4.4.5.3 Tension-Only (TO)
    • 4.4.6 Eccentrically Braced Frames (EBF)
    • 4.4.7 Special Plate Shear Walls (SPSW)
    • 4.4.8 Conventional Moment Frame (MF)
    • 4.4.9 Conventional Braced Frame (BF)
    • 4.4.10 Cantilever Column
  • 4.5 Joint Design
    • 4.5.1 Design of Continuity Plates
    • 4.5.2 Design of Doubler Plates
    • 4.5.3 Weak Beam/Strong Column Measure
    • 4.5.4 Evaluation of Beam Connection Shears
    • 4.5.5 Evaluation of Brace Connection Forces
• Chapter 05 Design Output
  • 5.1 Overview
  • 5.2 Display Design Information on the Model
  • 5.3 Display Design Information in Tables
  • 5.4 Display Detailed Member Specific Information
  • 5.5 Save or Print Design Information as Tables
  • 5.6 Error Messages and Warnings
• Bibliography