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AISC Design Guide 4: Extended End-Plate Moment Connections Seismic and Wind Applications, 2004 Edition

Refer to the guidelines set forth in AISC Design Guide 4

Item #: 330-8044-04
Author: AISC
Publisher: AISC
Manufacturer Item #: 804-04
Format: Paperback

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The second edition of Design Guide 4: Extended End-Plate Moment Connections Seismic and Wind Applications is now available. Written by Tom Murray of Virginia Tech and Emmett Sumner of NC State, the guide makes use of yield line theory in a new design philosophy extended end-plate moment connections in wind and seismic applications. This allows extended end-plate moment connections to be designed using 50ksi steel.

AISC Design Guide 4: Extended End-Plate Moment Connections Seismic and Wind Applications, 2004 Edition - Table of Contents:

Introduction
- Background
- Overview of the Design Guide
- Brief Literature Overview
  - End Plate Design
  - Bolt Design
  - Column Side design
  - Cyclic test of End-Plate Moment Connections
  - Finite Element Analysis of End-Plate Moment Connections
Background for Design Procedures
- Basis of Design Recommendations
- Overview of Theory and Mechanics
  - Connection Design Moment
  - Yield Line Theory
  - Bolt Force Model
- Limit State Check List
- Detailing and Fabrication Practices
Design Procedure
- Overview
- Design Steps
- Analysis Procedure
- Limitations
Design Examples
- Scope
- Four Bolt Unstiffened Extended (4E) End-Plate Connection
- Four Bolt Stiffened Extended (4ES) End-Plate Connection
- Eight Bolt Stiffened Extended (8ES) End-Plate Connection
References
Appendix A: Nomenclature
Appendix B: Preliminary Design Procedure and Design Aids

AISC Design Guide 4: Extended End-Plate Moment Connections Seismic and Wind Applications, 2004 Edition

Refer to the guidelines set forth in AISC Design Guide 4

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