SFD AISC 360 10

• Title
• Copyright
• Disclaimer
• Contents
• Chapter 01 Introduction
  • 1.1 Load Combinations and Notional Loads
  • 1.2 Stress Check
  • 1.3 Direct Analysis Method vs. Effective Length Method
    • 1.3.1 Effective Length Method
    • 1.3.2 Direct Analysis Method
  • 1.4 User Options
  • 1.5 Non-Automated Items in Steel Frame Design
• Chapter 02 Design Algorithms
  • 2.1 Check and Design Capability
  • 2.2 Design and Check Stations
  • 2.3 Demand/Capacity Ratios
  • 2.4 Design Load Combinations
  • 2.5 Second Order P-Delta Effects
  • 2.6 Analysis Methods
  • 2.7 Notional Load Patterns
  • 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 Choice of Units
• Chapter 03 Design Using ANSI/AISC 360-10
  • 3.1 Notations
  • 3.2 Design Loading Combinations
  • 3.3 Classification of Sections for Local Buckling
  • 3.4 Calculation of Factored Forces and Moments
  • 3.5 Calculation of Nominal Strengths
    • 3.5.1 Nominal Tensile Strength
      • 3.5.1.1 Tensile Yielding in the Gross Section
      • 3.5.1.2 Tensile Rupture in the Net Section
    • 3.5.2 Nominal Compressive Strength
      • 3.5.2.1 Members without Slender Elements
      • 3.5.2.2 Members with Slender Elements
    • 3.5.3 Nominal Flexure Strength
      • 3.5.3.1 Doubly Symmetric I-Sections
      • 3.5.3.2 Singly Symmetric I-Sections
      • 3.5.3.3 Channel and Double Channel Sections
      • 3.5.3.4 Box Sections
      • 3.5.3.5 Pipe Sections
      • 3.5.3.6 T-Shapes and Double Angle Sections
      • 3.5.3.7 Single Angle Sections
      • 3.5.3.8 Rectangular Sections
      • 3.5.3.9 Circular Sections
      • 3.5.3.10 General Sections and Section Designer Sections
    • 3.5.4 Nominal Shear Strength
      • 3.5.4.1 Shear in the Major Direction
      • 3.5.4.2 Shear in Minor Direction
    • 3.5.5 Nominal Torsional Strength
  • 3.6 Design of Members for Combined Forces
    • 3.6.1 Doubly and Singly Symmetric Members Subjected to Flexure and Axial Compression
    • 3.6.2 Doubly and Singly Symmetric Members Subjected to Flexure and Axial Tension
    • 3.6.3 Unsymmetric Members Subjected to Flexure and Axial Force
    • 3.6.4 Members Subject to Torsion, Flexure, Shear and Axial Force
• Chapter 04 Special Sesimic Provisions (ANSI/AISC 341-10)
  • 4.1 Notations
  • 4.2 Design Preferences
  • 4.3 Overwrites
  • 4.4 Supported Framing Types
  • 4.5 Applicability of the Seismic Requirements
  • 4.6 Design Load Combinations
  • 4.7 Classification of Sections for Local Buckling
  • 4.8 Special Check for Column Strength
  • 4.9 Member Design
    • 4.9.1 10B11B Ordinary Moment Frames (OMF)
    • 4.9.2 Intermediate Moment Frames (IMF)
    • 4.9.3 12BSpecial Moment Frames (SMF)
    • 4.9.4 13BSpecial Truss Moment Frames (STMF)
    • 4.9.5 14B15BOrdinary Concentrically Braced Frames (OCBF)
    • 4.9.6 16BOrdinary Concentrically Braced Frames from Isolated Structures (OCBFI)
    • 4.9.7 17BSpecial Concentrically Braced Frames (SCBF)
    • 4.9.8 Eccentrically Braced Frames (EBF)
    • 4.9.9 18BBuckling Restrained Braced Frames (BRBF)
    • 4.9.10 19BSpecial Plate Shear Walls (SPSW)
  • 4.10 Joint Design
    • 4.10.1 20BDesign of Continuity Plates
    • 4.10.2 21BDesign of Doubler Plates
    • 4.10.3 22BWeak Beam Strong Column Measure
    • 4.10.4 23BEvaluation of Beam Connection Shears
    • 4.10.5 24BEvaluation of Brace Connection Forces
• Appendices
  • Appendix A P-Delta Effects
  • Appendix B Steel Frame Design Preferences
  • Appendix C Steel Frame Design Procedure Overwrites
  • Appendix D Interactive Steel Frame Design
  • Appendix E Analysis Sections vs. Design Sections
  • Appendix F Error and Warning Messages
• Bibliography