AISC 358 : 2016
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL MOMENT FRAMES FOR SEISMIC APPLICATIONS
01-01-2018
12-01-2013
SYMBOLS
GLOSSARY
STANDARD
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 AND STIFFENED EXTENDED
END-PLATE MOMENT CONNECTIONS
CHAPTER 7 - BOLTED FLANGE PLATE (BFP)
MOMENT CONNECTION
CHAPTER 8 - WELDED UNREINFORCED FLANGE-WELDED
WEB (WUF-W) MOMENT CONNECTION
CHAPTER 9 - KAISER BOLTED BRACKET (KBB)
MOMENT CONNECTION
CHAPTER 10 - CONXTECH CONXL MOMENT CONNECTION
CHAPTER 11 - SIDEPLATE MOMENT CONNECTION
CHAPTER 12 - SIMPSON STRONG-TIE STRONG FRAME
MOMENT CONNECTION
CHAPTER 13 - DOUBLE-TEE MOMENT CONNECTION
APPENDIX A - CASTING REQUIREMENTS
APPENDIX B - FORGING REQUIREMENTS
COMMENTARY
INTRODUCTION
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 AND STIFFENED EXTENDED
END-PLATE MOMENT CONNECTIONS
CHAPTER 7 - BOLTED FLANGE PLATE (BFP)
MOMENT CONNECTION
CHAPTER 8 - WELDED UNREINFORCED FLANGE-WELDED WEB
(WUF-W) MOMENT CONNECTION
CHAPTER 9 - KAISER BOLTED BRACKET (KBB)
MOMENT CONNECTION
CHAPTER 10 - CONXTECH CONXL MOMENT CONNECTION
CHAPTER 11 - SIDEPLATE MOMENT CONNECTION
CHAPTER 12 - SIMPSON STRONG-TIE STRONG FRAME
MOMENT CONNECTION
CHAPTER 13 - DOUBLE-TEE MOMENT CONNECTION
APPENDIX A - CASTING REQUIREMENTS
APPENDIX B - FORGING REQUIREMENTS
REFERENCES
Describes design, detailing, fabrication and quality criteria for connections that are prequalified in accordance with the AISC Seismic Provisions for Structural Steel Buildings for use with special moment frames (SMF) and intermediate moment frames (IMF).
| DocumentType |
Standard
|
| PublisherName |
American Institute of Steel Construction
|
| Status |
Superseded
|
| SupersededBy |
| AISC 341 : 2016 | SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
| AISC N690 : 2015 | SPECIFICATION FOR SAFETY-RELATED STEEL STRUCTURES FOR NUCLEAR FACILITIES |
| CSA S16 : 2014 | DESIGN OF STEEL STRUCTURES |
| AWS D1.8/D1.8M :2009 | STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT |
| ASTM E 446 : 2015 : REDLINE | Standard Reference Radiographs for Steel Castings Up to 2 in. (50.8 mm) in Thickness |
| ASTM B 19 : 2015 : REDLINE | Standard Specification for Cartridge Brass Sheet, Strip, Plate, Bar, and Disks |
| ASTM E 186 : 2015 : REDLINE | Standard Reference Radiographs for Heavy-Walled (2 to 4<fraction><num>1</num><den>2</den></fraction > in. (50.8 to 114 mm)) Steel Castings |
| AISC 341 : 2016 | SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
| AISC 348 : 2004 | SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS |
| AISC 360 : 2016 | SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS |
| ASTM A 488/A488M : 2017-05 | PRACTICE FOR STEEL CASTINGS, WELDING, QUALIFICATIONS OF PROCEDURES AND PERSONNEL |
| MSS SP 55 : 2011 | QUALITY STANDARD FOR STEEL CASTINGS FOR VALVES, FLANGES, FITTINGS, AND OTHER PIPING COMPONENTS - VISUAL METHOD FOR EVALUATION OF SURFACE IRREGULARITIES |
| ASTM E 709 : 2015 : REDLINE | Standard Guide for Magnetic Particle Testing |
| AWS D1.1/D1.1M : 2015 | STRUCTURAL WELDING CODE-STEEL |
| ASTM A 574 : 2017 : REDLINE | Standard Specification for Alloy Steel Socket-Head Cap Screws |
| ASTM A 958/A958M : 2017 : REDLINE | Standard Specification for Steel Castings, Carbon and Alloy, with Tensile Requirements, Chemical Requirements Similar to Standard Wrought Grades |
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