SFD IS 800 2007

• Title
• Copyright
• Disclaimer
• Contents
• Chapter 01 Introduction
• Chapter 02 Modeling, Analysis and Design Prerequisites
• Chapter 03 Design using IS 800:2007
• Chapter 04 Special Seismic Provisions
• Chapter 05 Design Output
• Bibliography
• SFD-IS-800-2007_1.pdf
  • 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 Effective Length Factor (K)
    • 2.10 Effect of Breaking a Member into Multiple Elements
    • 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
    • 2.17 Choice of Units
  • Chapter 03 Design using IS 800:2007
    • 3.1 Notations
    • 3.2 Design Preferences
    • 3.3 Overwrites
    • 3.4 Design Loading Combinations
    • 3.5 Design Strength
    • 3.6 Classification of Sections for Local Buckling
    • 3.7 Calculation of Factored Forces and Moments
    • 3.8 Calculation of Factored Strengths
      • 3.8.1 Design Tensile Strength
      • 3.8.2 Design Compressive Strength
        • 3.8.2.1 Flexural Buckling Limit State
        • 3.8.2.2 Torsional and Flexural-Torsional Buckling
      • 3.8.3 Flexure Strength
        • 3.8.3.1 Cross-Sectional Strength
        • 3.8.3.2 Lateral-Torsional Buckling Strength
      • 3.8.4 Design Shear Strength
        • 3.8.4.1 Plastic Shear Resistance
        • 3.8.4.2 Resistance to Shear Buckling
    • 3.9 Design of Members for Combined Forces
      • 3.9.1 Combined Axial Force and Bending Moment
        • 3.9.1.1 Design for Cross-Section Strength
        • 3.9.1.2 Design for Overall Member Strength
      • 3.9.2 Combined Axial Force, Bending Moment, and Shear Force
      • 3.9.3 Shear Stresses
    • 3.10 Checking the Maximum Effective Slenderness Ratio of a Member
  • Chapter 04 Special Seismic Provisions
    • 4.1 Design Preferences
    • 4.2 Overwrites
    • 4.3 Supported Framing Types
    • 4.4 Design Special Load Combinations
    • 4.5 Special Check for Column Strength
    • 4.6 Member Design
      • 4.6.1 15BOrdinary Concentrically Braced Frames (OCBF)
      • 4.6.2 4BSpecial Concentrically Braced Frames (SCBF)
      • 4.6.3 Eccentrically Braced Frames (EBF)
      • 4.6.4 12BOrdinary Moment Frames (OMF)
      • 4.6.5 10BSpecial Moment Frames (SMF)
      • 4.6.6 Secondary (Non-Seismic)
    • 4.7 Joint Design
      • 4.7.1 20BDesign of Continuity Plates
      • 4.7.2 21BDesign of Doubler Plates
      • 4.7.3 22BWeak Beam Strong Column Measure
      • 4.7.4 23BEvaluation of Beam Connection Shears
      • 4.7.5 24BEvaluation of Brace Connection Forces
  • Chapter 05 Design Output
    • 5.1 Graphical Display of Design Information
    • 5.2 Tabular Display of Design Information
    • 5.3 Detailed Display of Member Specific Information
    • 5.4 Save or Print Design Information as Tables
    • 5.5 Error and Warning Messages
  • Bibliography