AISC 816 : 2002 ERRATA 2012

1 Uses and Classification of Moment End-Plate
  Connections
  1.1 Introduction
  1.2 Background
      1.2.1 Design Procedures for Moment End-Plates with
            Fully Tightened Bolts
      1.2.2 Design Procedures for Moment End-Plates with
            Snug Tight Bolts
      1.2.3 Finite Element Analysis of Moment End-Plates
      1.2.4 Performance of Moment End-Plate Connections
            for Seismic Loading
2 Design Procedures
  2.1 Introduction
  2.2 Yield-Line Theory and Mechanics
  2.3 Bolt Force Predictions
  2.4 Moment-Rotation Relationships
  2.5 Design Procedures
      2.5.1 Design Procedure 1
      2.5.2 Design Procedure 2
      2.5.3 Additional Assumptions and Conditions
  2.6 Limit States Check List
3 Flush End-Plate Design
  3.1 Design Equations, Limitations, and Definitions
      3.1.1 Design Equations
      3.1.2 Limitations
      3.1.3 Definitions
  3.2 Design Examples
      3.2.1 Two-Bolt Flush Unstiffened Moment
            End-Plate Connection
      3.2.2 Four-Bolt Flush Unstiffened Moment
            End-Plate Connection
      3.2.3 Four-Bolt Flush Stiffened Moment
            End-Plate Connection (Stiffener
            Between Bolt Rows)
      3.2.4 Four-Bolt Flush Stiffened Moment
            End-Plate Connection (Stiffener
            Outside Bolt Rows)
4 Extended End-Plate Design
  4.1 Design Equations, Limitations, and
      Definitions
      4.1.1 Design Equations
      4.1.2 Limitations
      4.1.3 Definitions
  4.2 Design Examples
      4.2.1 Four-Bolt Extended Unstiffened
            Moment End-Plate Connection
      4.2.2 Four-Bolt Extended Stiffened
            Moment End-Plate Connection
      4.2.3 Multiple Row 1/2 Extended
            Unstiffened Moment End-Plate
            Connection
      4.2.4 Multiple Row 1/3 Extended
            Unstiffened Moment End-Plate
            Connection
      4.2.5 Multiple Row 1/3 Extended Stiffened
            Moment End-Plate Connection
5 Gable Frame Panel Zone Design
  5.1 Introduction
  5.2 LRFD Rules and Example Calculations
      5.2.1 LRFD Rules
      5.2.2 LRFD Example
  5.3 Allowable Stress Design Rules and Example
      Calculations
      5.3.1 Allowable Stress Design Rules
      5.3.2 ASD Example Calculations
REFERENCES
APPENDIX A - Nomenclature
APPENDIX B - Bolted End-Plate Connection Analysis
             Flowchart