AISC Design Guide 16 – Flush And Extend Multiple-Row Moment End-Plate Connections (KET0036)

AISC Design Guide 16 – Flush And Extend Multiple-Row Moment End-Plate Connections, Contents:

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

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

AISC Design Guide 16 – Flush And Extend Multiple-Row Moment End-Plate Connections

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