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About This Item


Full Description

The second edition of Design Guide 4: Extended End-Plate Moment Connections is now available. The updated guide was written by Tom Murray of Virginia Tech and Emmett Sumner or 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 extends end-plate moment connections to be designed using 50ksi steel.

Document History

  1. AISC 804-04

    👀 currently

    Design Guide 4: Extended End-Plate Moment Connections Seismic and Wind Applications (Second Edition)

    • Most Recent
  2. AISC D804

    Extended End-Plate Moment Connections / Murray - Steel Design Guide Series Four

    • Historical Version