AISC 358-22 Prequalified Connections for Special & Intermediate Steel Moment Frames for Seismic Applications
The prequalified connections standard has been developed by the AISC Connection Prequalification Review Panel in accordance with Chapter K of the Seismic Provisions for Structural Steel Buildings. The connections have been prequalified for use in special and intermediate steel moment frames without the need for additional testing.
Table of Contents:
SYMBOLS
GLOSSARY
CHAPTER 1. GENERAL
CHAPTER 2. DESIGN REQUIREMENTS
CHAPTER 3. WELDING REQUIREMENTS
CHAPTER 4. BOLTING REQUIREMENTS
CHAPTER 5. REDUCED BEAM SECTION (RBS) MOMENT CONNECTION
CHAPTER 6. BOLTED UNSTIFFENED (BUEEP) AND STIFFENED EXTENDED END-PLATE (BSEEP) MOMENT CONNECTIONS
CHAPTER 7. BOLTED FLANGE PLATE (BFP) MOMENT CONNECTION
CHAPTER 8. WELDED UNREINFORCED FLANGE-WELDED WEB (WUF-W) MOMENT CONNECTION
CHAPTER 9. CAST BOLTED BRACKET (CBB) MOMENT CONNECTION
CHAPTER 10. CONXTECH CONXL MOMENT CONNECTION
CHAPTER 11. SIDEPLATE MOMENT CONNECTION
CHAPTER 12. SIMPSON STRONG-TIE STRONG FRAME MOMENT CONNECTION
AISC 358-22 Prequalified Connections for Special & Intermediate Steel Moment Frames for Seismic Applications
The prequalified connections standard has been developed by the AISC Connection Prequalification Review Panel in accordance with Chapter K of the Seismic Provisions for Structural Steel Buildings. The connections have been prequalified for use in special and intermediate steel moment frames without the need for additional testing.
Table of Contents:
SYMBOLS
GLOSSARY
CHAPTER 1. GENERAL
CHAPTER 2. DESIGN REQUIREMENTS
CHAPTER 3. WELDING REQUIREMENTS
CHAPTER 4. BOLTING REQUIREMENTS
CHAPTER 5. REDUCED BEAM SECTION (RBS) MOMENT CONNECTION
CHAPTER 6. BOLTED UNSTIFFENED (BUEEP) AND STIFFENED EXTENDED END-PLATE (BSEEP) MOMENT CONNECTIONS
CHAPTER 7. BOLTED FLANGE PLATE (BFP) MOMENT CONNECTION
CHAPTER 8. WELDED UNREINFORCED FLANGE-WELDED WEB (WUF-W) MOMENT CONNECTION
CHAPTER 9. CAST BOLTED BRACKET (CBB) MOMENT CONNECTION
CHAPTER 10. CONXTECH CONXL MOMENT CONNECTION
CHAPTER 11. SIDEPLATE MOMENT CONNECTION
CHAPTER 12. SIMPSON STRONG-TIE STRONG FRAME MOMENT CONNECTION