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eLibrary > ANSI/AISC 358-16 with ANSI/AISC 358s1-18 and ANSI/AISC 358s2-20, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications >

ANSI/AISC 358-16 with ANSI/AISC 358s1-18 and ANSI/AISC 358s2-20, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, 2020

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ANSI/AISC 358-16 with ANSI/AISC 358s1-18 and ANSI/AISC 358s2-20, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, 2020

ANSI/AISC 358-16 with ANSI/AISC 358s1-18 and ANSI/AISC 358s2-20: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, including Supplements No. 1 and No. 2
Inside front cover
Copyright
Preface
Table of Contents
Symbols
Glossary
Chapter 1 General [Go to Page]
1.1 Scope
1.2 References
1.3 General
Chapter 2 Design Requirements [Go to Page]
2.1 Special and Intermediate Moment Frame Connection Types
2.2 Connection Stiffness
2.3 Members [Go to Page]
2.3.1 Rolled Wide-Flange Members
2.3.2 Built-up Members
2.3.2a Built-up Beams
2.3.2b Built-up Columns
2.3.3 Hollow Structural Sections (HSS)
2.4 Connection Design Parameters [Go to Page]
2.4.1 Resistance Factors
2.4.2 Plastic Hinge Location
2.4.3 Probable Maximum Moment at Plastic Hinge
2.4.4 Continuity Plates
2.5 Panel Zones
2.6 Protected Zone
Chapter 3 Welding Requirements [Go to Page]
3.1 Filler Metals
3.2 Welding Procedures
3.3 Backing at Beam-to-Column and Continuity Plate-to-Column Joints [Go to Page]
3.3.1 Steel Backing at Continuity Plates
3.3.2 Steel Backing at Beam Bottom Flange
3.3.3 Steel Backing at Beam Top Flange
3.3.4 Prohibited Welds at Steel Backing
3.3.5 Nonfusible Backing at Beam Flange-to-Column Joints
3.4 Weld Tabs
3.5 Tack Welds
3.6 Continuity Plates
3.7 Quality Control and Quality Assurance
Chapter 4 Bolting Requirements [Go to Page]
4.1 Fastener Assemblies
4.2 Installation Requirements
4.3 Quality Control and Quality Assurance
Chapter 5 Reduced Beam Section (RBS) Moment Connection [Go to Page]
5.1 General
5.2 Systems
5.3 Prequalification Limits [Go to Page]
5.3.1 Beam Limitations
5.3.2 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 Bolted Unstiffened and Stiffened Extended End-Plate Moment Connections [Go to Page]
6.1 General
6.2 Systems
6.3 Prequalification Limits [Go to Page]
6.3.1 Beam Limitations
6.3.2 Column Limitations
6.4 Column-Beam Relationship Limitations
6.5 Continuity Plates
6.6 Bolts
6.7 Connection Detailing [Go to Page]
6.7.1 Gage
6.7.2 Pitch and Row Spacing
6.7.3 End-Plate Width
6.7.4 End-Plate Stiffener
6.7.5 Finger Shims
6.7.6 Welding Details
6.8 Design Procedure
Chapter 7 Bolted Flange Plate (BFP) Moment Connection [Go to Page]
7.1 General
7.2 Systems
7.3 Prequalification Limits [Go to Page]
7.3.1 Beam Limitations
7.3.2 Column Limitations
7.4 Column-Beam Relationship Limitations
7.5 Connection Detailing [Go to Page]
7.5.1 Plate Material Specifications
7.5.2 Beam Flange Welds
7.5.3 Single-Plate Shear Connection Welds
7.5.4 Bolt Requirements
7.5.5 Flange Plate Shims
7.6 Design Procedure
Chapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection [Go to Page]
8.1 General
8.2 Systems
8.3 Prequalifiation Limits [Go to Page]
8.3.1 Beam Limitations
8.3.2 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 Kaiser Bolted Bracket (KBB) Moment Connection [Go to Page]
9.1 General
9.2 Systems
9.3 Prequalification Limits [Go to Page]
9.3.1 Beam Limitations
9.3.2 Column Limitations
9.3.3 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 ConXtech ConXL Moment Connection [Go to Page]
10.1 General
10.2 Systems
10.3 Prequalifiation Limits [Go to Page]
10.3.1 Beam Limitations
10.3.2 Column Limitations
10.3.3 Collar Limitations
10.4 Collar Connectiion 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 SidePlate Moment Connection [Go to Page]
11.1 General
11.2 Systems
11.3 Prequalification Limits [Go to Page]
11.3.1 Beam Limitations
11.3.2 Column Limitations
11.3.3 Connection Limitations
11.4 Column-Beam Relationship Limitations
11.5 Connection Welding Limitations
11.6 Connection Detailing [Go to Page]
11.6.1 Plates/Angles
11.6.2 Welds
11.6.3 Bolts
11.7 Design Procedure
Chapter 12 Simpson Strong-Tie Strong Frame Moment Connection [Go to Page]
12.1 General
12.2 Systems
12.3 Prequalification Limits [Go to Page]
12.3.1 Beam Limitations
12.3.2 Column Limitations
12.3.3 Bolting Limitations
12.4 Column-Beam Relationship Limitations
12.5 Continuity Plates
12.6 Yield-Link Flange-to-Stem Weld Limitations
12.7 Fabrication of Yield-Link Cuts
12.8 Connection Detailing [Go to Page]
12.8.1 Beam Coping
12.8.2 Yield-Links
12.8.3 Shear-Plate Connection Bolts
12.8.4 Shear-Plate Shear Connection Welds
12.8.5 Bolt Hole Requirements
12.8.6 Buckling Restraint Assembly
12.8.7 Shims
12.9 Design Procedure
Chapter 13 Double-Tee Moment Connection [Go to Page]
13.1 General
13.2 Systems
13.3 Prequalification Limits [Go to Page]
13.3.1 Beam Limitations
13.3.2 Column Limitations
13.4 Column-Beam Relationship Limitations
13.5 Connection Detailing [Go to Page]
13.5.1 T-Stub Material Specifications
13.5.2 Continuity Plates
13.5.3 Single-Plate Shear Connection Welds
13.5.4 Bolts
13.5.5 T-Stub Shims
13.6 Design Procedure
Chapter 14 SlottedWeb (SW) Moment Connection [Go to Page]
14.1 General
14.2 Systems
14.3 Prequalification Limits [Go to Page]
14.3.1 Beam Limitations
14.3.2 Column Limitations
14.4 Column-Beam Relationship Limitations
14.5 Beam Flange-to-Column Flange Weld Limitations
14.6 Beam Web and Shear Plate Connection Limitations
14.7 Fabrication of Beam Web Slots
14.8 Design Procedure
Appendix A Casting Requirements [Go to Page]
A1. Cast Steel Grade
A2. Quality Control (QC) [Go to Page]
A2.1 Inspection and Nondestructive Testing Personnel
A2.2 First Article Inspection (FAI) of Castings
A2.3 Visual Inspection of Castings
A2.4 Nondestructive Testing (NDT) of Castings [Go to Page]
A2.4a Procedures
A2.4b Required NDT
A2.5 Weld Repair Procedures
A2.6 Tensile Requirements
A2.7 Charpy V-Notch (CVN) Requirements
A2.8 Casting Identification
A3. Manufacturing Documents [Go to Page]
A3.1 Submittal to Patent Holder
A3.2 Submittal to Engineer of Record and Authority Having Jurisdiction
Appendix B Forging Requirements [Go to Page]
B1. Forged Steel Grade
B2. Bar Stock
B3. Forging Temperature
B4. Heat Treatment
B5. Finish
B6. Quality Assurance
B7. Documentation
Commentary Introduction
Commentary Chapter 1 General [Go to Page]
1.1 Scope
1.2 References
1.3 General
Commentary Chapter 2 Design Requirements [Go to Page]
2.1 Special and Intermediate Moment Frame Connection Types
2.3 Members
2.3.2 Built-up Members [Go to Page]
2.3.2b Built-up Columns
2.4 Connection Design Parameters [Go to Page]
2.4.1 Resistance Factors
2.4.2 Plastic Hinge Location
2.4.3 Probable Maximum Moment at Plastic Hinge
2.4.4 Continuity Plates
Commentary Chapter 3 Welding Requirements [Go to Page]
3.3 Backing at Beam-to-Column and Continuity Plate-to-Column Joints [Go to Page]
3.3.1 Steel Backing at Continuity Plates
3.3.2 Steel Backing at Beam Bottom Flange
3.3.3 Steel Backing at Beam Top Flange
3.3.4 Prohibited Welds at Steel Backing
3.3.5 Nonfusible Backing at Beam Flange-to-Column Joints
3.4 Weld Tabs
3.5 Tack Welds
3.6 Continuity Plates
3.7 Quality Control and Quality Assurance
Commentary Chapter 4 Bolting Requirements [Go to Page]
4.1 Fastener Assemblies
4.2 Installation Requirements
4.3 Quality Control and Quality Assurance
Commentary Chapter 5 Reduced Beam Section (RBS) Moment Connection [Go to Page]
5.1 General
5.2 Systems
5.3 Prequalification Limits [Go to Page]
5.3.1 Beam Limitations
5.3.2 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
Commentary Chapter 6 Bolted Unstiffened and Stiffened Extended End-Plate Moment Connections [Go to Page]
6.1 General
6.2 Systems
6.3 Prequalification Limits [Go to Page]
6.3.1 Beam Limitations
6.3.2 Column Limitations
6.4 Column-Beam Relationship Limitations
6.5 Continuity Plates
6.6 Bolts
6.7 Connection Detailing
6.8 Design Procedure
Commentary Chapter 7 Bolted Flange Plate (BFP) Moment Connection [Go to Page]
7.1 General
7.2 Systems
7.3 Prequalification Limits [Go to Page]
7.3.1 Beam Limitations
7.3.2 Column Limitations
7.4 Column-Beam Relationship Limitations
7.5 Connection Detailing
7.6 Design Procedure
Commentary Chapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection [Go to Page]
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
Commentary Chapter 9 Kaiser Bolted Bracket (KBB) Moment Connection [Go to Page]
9.1 General
9.2 Systems
9.3 Prequalification Limits [Go to Page]
9.3.1 Beam Limitations
9.3.2 Column Limitations
9.3.3 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
Commentary Chapter 10 ConXtech ConXL Moment Connection [Go to Page]
10.1 General
10.2 Systems
10.3 Prequalification Limits [Go to Page]
10.3.1 Beam Limitations
10.3.2 Column Limitations
10.3.3 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
Commentary Chapter 11 SidePlate Moment Connection [Go to Page]
11.1 General
11.2 Systems
11.3 Prequalification Limits [Go to Page]
11.3.1 Beam Limitations
11.3.2 Column Limitations
11.3.3 Connection Limitations
11.4 Column-Beam Relationship Limitations
11.5 Connection Welding Limitations
11.6 Connection Detailing
11.7 Design Procedure
Commentary Chapter 12 Simpson Strong-Tie Strong Frame Moment Connection [Go to Page]
12.1 General
12.3 Prequalification Limits [Go to Page]
12.3.1 Beam Limitations
12.3.2 Column Limitations
12.3.3 Bolting Limitations
12.4 Column-Beam Relationship Limitations
12.5 Continuity Plates
12.6 Yield-Link Flange-to-Stem Weld Limitations
12.7 Fabrication of Yield-Link Cuts
12.8 Connection Detailing
12.9 Design Procedure
Commentary Chapter 13 Double-Tee Moment Connection [Go to Page]
13.1 General
13.2 Systems
13.3 Prequalification Limits
13.5 Connection Detailing [Go to Page]
13.5.1 T-Stub Material Specification
13.5.2 Continuity Plates
13.5.4 Bolts
13.5.5 T-Stub Shims
13.6 Design Procedure
Commentary Chapter 14 SlottedWeb (SW) Moment Connection [Go to Page]
14.1 General
14.2 Systems
14.3 Prequalification Limits [Go to Page]
14.3.1 Beam Limitations
14.3.2 Column Limitations
14.4 Column-Beam Relationship Limitations
14.5 Beam Flange-to-Column Weld Limitations
14.6 Beam Web and Shear Plate Connection Limitations
14.7 Fabrication of Beam Web Slots
14.8 Design Procedure
Commentary Appendix A Casting Requirements [Go to Page]
A1. Cast Steel Grade
A2. Quality Control (QC) [Go to Page]
A2.2 First Article Inspection (FAI) of Castings
A2.3 Visual Inspection of Castings
A2.4 Nondestructive Testing (NDT) of Castings
A2.6 Tensile Requirements
A3. Manufacturer Documents
Commentary Appendix B Forging Requirements
References
Back Cover [Go to Page]

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ANSI/AISC 358-16 with ANSI/AISC 358s1-18 and ANSI/AISC 358s2-20, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, 2020

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