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eLibrary > ANSI/AISC 358-10 ANSI/AISC 358s1-11: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications >

ANSI/AISC 358-10 ANSI/AISC 358s1-11: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, 2010

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ANSI/AISC 358-10 ANSI/AISC 358s1-11: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, 2010

Cover
Copyright
PREFACE
TABLE OF CONTENTS
SYMBOLS
GLOSSARY
CHAPTER 1
1.1. SCOPE
1.2. REFERENCES
1.3. GENERAL
CHAPTER 2
2.1. SPECIAL AND INTERMEDIATE MOMENT FRAME CONNECTION TYPES
2.2. CONNECTION STIFFNESS
2.3. MEMBERS
1. Rolled Wide-Flange Members
2. Built-up Members
2a. Built-up Beams
2b. Built-up Columns
3. Hollow Structural Sections (HSS)
2.4. CONNECTION DESIGN PARAMETERS 1. Resistance Factors
2. Plastic Hinge Location
3. Probable Maximum Moment at Plastic Hinge
4. Continuity Plates
2.5. PANEL ZONES
2.6. PROTECTED ZONE
CHAPTER 3
3.1. FILLER METALS
3.2. WELDING PROCEDURES
3.3. BACKING AT BEAM-TO-COLUMN AND CONTINUITY PLATE-TO-COLUMN JOINTS 1. Steel Backing at Continuity Plates
2. Steel Backing at Beam Bottom Flange
3. Steel Backing at Beam Top Flange
4. Prohibited Welds at Steel Backing
5. Nonfusible Backing at Beam Flange-to-Column Joints
3.4. DETAILS AND TREATMENT OF WELD TABS
3.5. TACK WELDS
3.6. CONTINUITY PLATES
3.7. QUALITY CONTROL AND QUALITY ASSURANCE
CHAPTER 4
4.1. FASTENER ASSEMBLIES
4.2. INSTALLATION REQUIREMENTS
4.3. QUALITY CONTROL AND QUALITY ASSURANCE
CHAPTER 5
5.1. GENERAL
5.2. SYSTEMS
5.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
5.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
5.5. BEAM FLANGE-TO-COLUMN FLANGE WELD LIMITATIONS
5.6. BEAM WEB-TO-COLUMN FLANGE CONNECTION LIMITATIONS
5.7. FABRICATION OF FLANGE CUTS
5.8. DESIGN PROCEDURE
CHAPTER 6
6.1. GENERAL
6.2. SYSTEMS
6.3. PREQUALIFICATION LIMITS
6.4. BEAM LIMITATIONS
6.5. COLUMN LIMITATIONS
6.6. COLUMN-BEAM RELATIONSHIP LIMITATIONS
6.7. CONTINUITY PLATES
6.8. BOLTS
6.9. CONNECTION DETAILING 1. Gage
2. Pitch and Row Spacing
3. End-Plate Width
4. End-Plate Stiffener
5. Finger Shims
6. Composite Slab Detailing for IMF
7. Welding Details
6.10. DESIGN PROCEDURE
1. End-Plate and Bolt Design
2. Column-Side Design
CHAPTER 7
7.1. GENERAL
7.2. SYSTEMS
7.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
7.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
7.5. CONNECTION DETAILING 1. Plate Material Specifications
2. Beam Flange Plate Welds
3. Single-Plate Shear Connection Welds
4. Bolt Requirements
5. Flange Plate Shims
7.6. DESIGN PROCEDURE
CHAPTER 8
8.1. GENERAL
8.2. SYSTEMS
8.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
8.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
8.5. BEAM FLANGE-TO-COLUMN FLANGE WELDS
8.6. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
8.7. DESIGN PROCEDURE
CHAPTER 9
9.1. GENERAL
9.2. SYSTEMS
9.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
3. Bracket Limitations
9.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
9.5. BRACKET-TO-COLUMN FLANGE LIMITATIONS
9.6. BRACKET-TO-BEAM FLANGE CONNECTION LIMITATIONS
9.7. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
9.8. CONNECTION DETAILING
9.9. DESIGN PROCEDURE
CHAPTER 10
10.1. GENERAL
10.2. SYSTEMS
10.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
3. Collar Limitations
10.4. COLLAR CONNECTION LIMITATIONS
10.5. BEAM WEB-TO-COLLAR CONNECTION LIMITATIONS
10.6. BEAM FLANGE-TO-COLLAR FLANGE WELDING LIMITATIONS
10.7. COLUMN-BEAM RELATIONSHIP LIMITATIONS
10.8. DESIGN PROCEDURE
10.9. PART DRAWINGS
CHAPTER 11
11.1. GENERAL
11.2. SYSTEMS
11.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
3. Connection Limitations
11.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
11.5. CONNECTION WELDING LIMITATIONS
11.6. CONNECTION DETAILING
1. Plates
2. Welds
11.7. DESIGN PROCEDURE
APPENDIX A
A1. CAST STEEL GRADE
A2. QUALITY CONTROL (QC) 1. Inspection and Nondestructive Testing Personnel
2. First Article Inspection (FAI) of Castings
3. Visual Inspection of Castings
4. Nondestructive Testing (NDT) of Castings 4a. Procedures
4b. Required NDT
5. Weld Repair Procedures
6. Tensile Requirements
7. Charpy V-Notch (CVN) Requirements
8. Casting Identification
A3. MANUFACTURER DOCUMENTS 1. Submittal to Patent Holder
2. Submittal to Engineer of Record and Authority Having Jurisdiction
APPENDIX B
B1. FORGED STEEL GRADE
B2. BAR STOCK
B3. FORGING TEMPERATURE
B4. HEAT TREATMENT
B5. FINISH
B6. QUALITY ASSURANCE
B7. DOCUMENTATION
INTRODUCTION
CHAPTER 1
1.1. SCOPE
1.2. REFERENCES
1.3. GENERAL
CHAPTER 2
2.1. SPECIAL AND INTERMEDIATE MOMENT FRAME CONNECTION TYPES
2.3. MEMBERS 2. Built-up Members
2b. Built-up Columns
2.4. CONNECTION DESIGN PARAMETERS 1. Resistance Factors
2. Plastic Hinge Location
3. Probable Maximum Moment at Plastic Hinge
4. Continuity Plates
CHAPTER 3
3.3. BACKING AT BEAM-TO-COLUMN AND CONTINUITY PLATE-TO-COLUMN JOINTS
1. Steel Backing at Continuity Plates
2. Steel Backing at Beam Bottom Flange
3. Steel Backing at Beam Top Flange
4. Prohibited Welds at Steel Backing
5. Nonfusible Backing at Beam Flange-to-Column Joints
3.4. DETAILS AND TREATMENT OF WELD TABS
3.5. TACK WELDS
3.6. CONTINUITY PLATES
3.7. QUALITY CONTROL AND QUALITY ASSURANCE
CHAPTER 4
4.1. FASTENER ASSEMBLIES
4.2. INSTALLATION REQUIREMENTS
4.3. QUALITY CONTROL AND QUALITY ASSURANCE
CHAPTER 5
5.1. GENERAL
5.2. SYSTEMS
5.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
5.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
5.5. BEAM FLANGE-TO-COLUMN FLANGE WELD LIMITATIONS
5.6. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
5.7. FABRICATION OF FLANGE CUTS
5.8. DESIGN PROCEDURE
CHAPTER 6
6.1. GENERAL
6.2. SYSTEMS
6.3. PREQUALIFICATION LIMITS
6.4. BEAM LIMITATIONS
6.5. COLUMN LIMITATIONS
6.6. COLUMN-BEAM RELATIONSHIP LIMITATIONS
6.7. CONTINUITY PLATES
6.8. BOLTS
6.9. CONNECTION DETAILING
6.10. DESIGN PROCEDURE
CHAPTER 7
7.1. GENERAL
7.2. SYSTEMS
7.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
7.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
7.5. CONNECTION DETAILING
7.6. DESIGN PROCEDURE
CHAPTER 8
8.1. GENERAL
8.3. PREQUALIFICATION LIMITS
8.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
8.5. BEAM FLANGE-TO-COLUMN FLANGE WELDS
8.6. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
8.7. DESIGN PROCEDURE
CHAPTER 9
9.1. GENERAL
9.2. SYSTEMS
9.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
3. Bracket Limitations
9.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
9.5. BRACKET-TO-COLUMN FLANGE CONNECTION LIMITATIONS
9.6. BRACKET-TO-BEAM FLANGE CONNECTION LIMITATIONS
9.7. BEAM WEB-TO-COLUMN CONNECTION LIMITATIONS
9.8. CONNECTION DETAILING
9.9. DESIGN PROCEDURE
CHAPTER 10
10.1. GENERAL
10.2. SYSTEMS
10.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
3. Collar Limitations
10.4. COLLAR CONNECTION LIMITATIONS
10.5. BEAM WEB-TO-COLLAR CONNECTION LIMITATIONS
10.6. BEAM FLANGE-TO-COLLAR FLANGE WELDING LIMITATIONS
10.7. COLUMN-BEAM RELATIONSHIP LIMITATIONS
10.8. DESIGN PROCEDURE
CHAPTER 11
11.1. GENERAL
11.2. SYSTEMS
11.3. PREQUALIFICATION LIMITS 1. Beam Limitations
2. Column Limitations
3. Connection Limitations
11.4. COLUMN-BEAM RELATIONSHIP LIMITATIONS
11.5. CONNECTION WELDING LIMITATIONS
11.6. CONNECTION DETAILING
11.7. DESIGN PROCEDURE
Connection Design
APPENDIX A
A1. CAST STEEL GRADE
A2. QUALITY CONTROL (QC)
2. First Article Inspection (FAI) of Castings
3. Visual Inspection of Castings
4. Nondestructive Testing (NDT) of Castings
6. Tensile Requirements
A3. MANUFACTURER DOCUMENTS
APPENDIX B
ALL CONNECTIONS
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
APPENDIX A CASTING REQUIREMENTS [Go to Page]

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