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AISC A358 2022

AISC A358 2022

$7.15

ANSI/AISC 358-22 – Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications

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AISC 2022
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PDF Catalog

PDF Pages PDF Title
1 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications
4 Copyright
5 Preface
7 Table of Contents
17 Symbols
29 Glossary
31 Chapter 1 General

1.1 Scope

1.2 References
33 1.3 General
34 Chapter 2 Design Requirements

2.1 Special and Intermediate Moment Frame Connection Types

2.2 Connection Stiffness

2.3 Members
37 2.4 Connection Design Parameters
39 2.5 Required Shear Strength of Beam

2.6 Continuity Plates

2.7 Panel Zones
40 2.8 Column-Beam Moment Ratios

2.9 Protected Zone
41 Chapter 3 Welding Requirements

3.1 Filler Metals

3.2 Welding Procedures

3.3 Backing at Beam-to-Column and Continuity Plate-to-Column Joints
42 3.4 Weld Tabs

3.5 Tack Welds
43 3.6 Continuity Plates
44 Chapter 4 Bolting Requirements

4.1 Fastener Assemblies

4.2 Installation Requirements

4.3 Quality Control and Quality Assurance
45 Chapter 5 Reduced Beam Section (RBS) Moment Connection

5.1 General

5.2 Systems
46 5.3 Prequalification Limits
47 5.4 Beam Flange-to-Column Flange Weld Limitations

5.5 Beam Web-to-Column Flange Connection Limitations
48 5.6 Fabrication of Flange Cuts
49 5.7 Design Procedure
51 Chapter 6 Bolted Unstiffened (BUEEP) and Stiffened Extended End-Plate (BSEEP) Moment Connections

6.1 General

6.2 Systems
52 6.3 Prequalification Limits
54 6.4 Continuity Plates

6.5 Bolts

6.6 Connection Detailing
59 6.7 Design Procedure
70 Chapter 7 Bolted Flange Plate (BFP) Moment Connection

7.1 General

7.2 Systems
71 7.3 Prequalification Limits
72 7.4 Connection Detailing
73 7.5 Design Procedure
77 Chapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection

8.1 General

8.2 Systems

8.3 Prequalification Limits
79 8.4 Beam Flange-to-Column Flange Welds

8.5 Beam Web-to-Column Connection Limitations
80 8.6 Design Procedure
82 Chapter 9 Cast Bolted Bracket (CBB) Moment Connection

9.1 General
83 9.2 Systems

9.3 Prequalification Limits
85 9.4 Bracket-to-Column Flange Connection Limitations
86 9.5 Bracket
-to-Beam Flange Connection Limitations
9.6 Connection Detailing

9.7 Design Procedure
94 Chapter 10 ConXtech ConXL Moment Connection

10.1 General
97 10.2 Systems
98 10.3 Prequalification Limits
99 10.4 Collar Connection Limitations
100 10.5 Beam Web-to-Collar Connection Limitations

10.6 Beam Flange-to-Collar Flange Welding Limitations
104 10.7 Design Procedure
118 Chapter 11 SidePlate Moment Connection

11.1 General
121 11.2 Systems
124 11.3 Prequalification Limits
129 11.4 Column-Beam Relationship Limitations
134 11.5 Connection Welding Limitations
135 11.6 Connection Detailing
137 11.7 Design Procedure
146 Chapter 12 Simpson Strong-Tie Strong Frame Connection
12.1 General
147 12.2 Systems
148 12.3 Prequalification Limits
149 12.4 Column-Beam Relationship Limitations
150 12.5 Continuity Plates

12.6 Yield-Link Flange-to-Stem Weld Limitations

12.7 Fabrication of Yield-Link Cuts

12.8 Connection Detailing
152 12.9 Design Procedure
166 Chapter 13 Double-Tee Moment Connections

13.1 General
168 13.2 Systems
170 13.3 Prequalification Limits
171 13.4 Connection Detailing
172 13.5 Design Procedure
182 Chapter 14 Slotted Web (SW) Moment Connection

14.1 General

14.2 Systems

14.3 Prequalification Limits
184 14.4 Beam Flange-to-Column Flange Weld Limitations

14.5 Beam Web and Shear Plate Connection Limitations
185 14.6 Fabrication of Beam Web Slots

14.7 Design Procedure
189 Chapter 15 DuraFuse Frames Moment Connection

15.1 General
191 15.2 Systems
192 15.3 Prequalification Limits
193 15.4 Column-Beam Relationship Limitations

15.5 Connection Detailing
197 15.6 Design Procedure
206 Appendix A Casting Requirements

A1 Cast Steel Grade

A2 Quality Control (QC)
208 A3 Manufacturer Submittals
209 Appendix B Forging Requirements

B1 Forged Steel Grade

B2 Bar Stock

B3 Forging Temperature

B4 Heat Treatment

B5 Finish

B6 Quality Assurance
210 B7 Documentation
211 Commentary
212 Chapter 1 General

1.1 Scope
213 1.2 References

1.3 General
214 Chapter 2 Design Requirements
2.1 Special and Intermediate Moment Frame Connection Types
215 2.3 Members
218 2.4 Connection Design Parameters
221 2.5 Required Shear Strength of Beam

2.6 Continuity Plates
223 2.7 Panel Zones

2.8 Column-Beam Moment Ratios
224 Chapter 3 Welding Requirements

3.3 Backing at Beam-to-Column and Continuity Plate-to-Column Joints
225 3.4 Weld Tabs
226 3.5 Tack Welds

3.6 Continuity Plates
227 3.7 Quality Control and Quality Assurance
228 Chapter 4 Bolting Requirements

4.1 Fastener Assemblies
4.2 Installation Requirements

4.3 Quality Control and Quality Assurance
229 Chapter 5 Reduced Beam Section (RBS) Moment Connection

5.1 General
230 5.2 Systems

5.3 Prequalification Limits
232 5.4 Beam Flange-to-Column Flange Weld Limitations
233 5.5 Beam Web-to-Column Flange Connection Limitations
234 5.6 Fabrication of Flange Cuts

5.7 Design Procedure
236 Chapter 6 Bolted Unstiffened (BUEEP) and Stiffened Extended End-Plate (BSEEP) Moment Connections

6.1 General

6.2 Systems
237 6.3 Prequalification Limits

6.4 Continuity Plates
238 6.5 Bolts

6.6 Connection Detailing
239 6.7 Design Procedure
240 Chapter 7 Bolted Flange Plate (BFP) Moment Connection

7.1 General
242 7.2 Systems

7.3 Prequalification Limits
243 7.4 Connection Detailing
244 7.5 Design Procedure
245 Chapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection

8.1 General
247 8.3 Prequalification Limits

8.4 Beam Flange-to-Column Flange Welds
248 8.5 Beam Web-to-Column Connection Limitations
249 8.6 Design Procedure
250 Chapter 9 Cast Bolted Bracket (CBB) Moment Connection

9.1 General

9.2 Systems
251 9.3 Prequalification Limits
252 9.4 Bracket-to-Column Flange Connection Limitations
253 9.5 Bracket-to-Beam Flange Connection Limitations
254 9.6 Connection Detailing
255 9.7 Design Procedure
257 Chapter 10 ConXtech ConXL Moment Connection

10.1 General
259 10.2 Systems

10.3 Prequalification Limits
261 10.4 Collar Connection Limitations

10.5 Beam Web-to-Collar Connection Limitations

10.6 Beam Flange-to-Collar Flange Welding Limitations

10.7 Design Procedure
264 Chapter 11 SidePlate Moment Connection

11.1 General
273 11.2 Systems
274 11.3 Prequalification Limits
280 11.4 Column-Beam Relationship Limitations
282 11.5 Connection Welding Limitations

11.6 Connection Detailing
283 11.7 Design Procedure
294 Chapter 12 Simpson Strong-Tie Strong Frame Moment Connection

12.1 General
299 12.2 Systems
300 12.3 Prequalification Limits
301 12.4 Column-Beam Relationship Limitations
302 12.5 Continuity Plates

12.6 Yield-Link Flange-to-Stem Weld Limitations

12.7 Fabrication of Yield-Link Cuts

12.8 Connection Detailing
303 12.9 Design Procedure
308 Chapter 13 Double-Tee Moment Connection

13.1 General
309 13.2 Systems
310 13.3 Prequalification Limits

13.4 Connection Detailing
311 13.5 Design Procedure
318 Chapter 14 Slotted Web (SW) Moment Connection

14.1 General
319 14.2 Systems

14.3 Prequalification Limits
320 14.4 Beam Flange-to-Column Flange Weld Limitations

14.5 Beam Web and Shear-Plate Connection Limitations

14.6 Fabrication of Beam Web Slots
321 14.7 Design Procedure
323 Chapter 15 DuraFuse Frames Moment Connection

15.1 General

15.2 Systems
324 15.3 Prequalification Limits
326 15.5 Connection Detailing

15.6 Design Procedure
335 Appendix A Casting Requirements

A1 Cast Steel Grade

A2 Quality Control (QC)
337 A3 Manufacturer Submittals
339 References

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