PART I: BACKGROUND
1 Introduction
2 Characterization of Connection Behavior
3 Advantages and Limitations
4 Connection M-? Curves
5 Analysis
  5.1 Service Load Range
  5.2 Beam Line Analysis for Gravity Loading
      at Service
  5.3 Connection Ultimate Strength (Gravity Loads)
  5.4 Frame and Beam Ultimate Strength
6 Design Considerations
  6.1 PR Beam Deflections
  6.2 Lateral Drift
  6.3 Beam Stiffness
  6.4 PR-CC Effect on Column End Restraint
  6.5 Bottom Angle Connection
7 Detailing
8 References
PART II: DESIGN PROCEDURES
1 Introduction
2 PR-CCs for Gravity Design in Braced Frames
  2.1 Introduction
  2.2 Recommended Design Procedure-Braced Frames
3 PR-CCs for Lateral Resistance in Unbraced Frames
  3.1 Introduction
  3.2 Design Procedure for Unbraced Frames
PART III: DESIGN EXAMPLE
  PR-CCs in Braced Frames: N-S Direction
  PR-CCs in Unbraced Frames: E-W Direction
PART IV: TABLES AND DESIGN AIDS
Tables
APPENDIX A
NOTATION
Figures