{"id":439786,"date":"2024-10-20T08:11:07","date_gmt":"2024-10-20T08:11:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-a358-2022\/"},"modified":"2024-10-26T15:19:08","modified_gmt":"2024-10-26T15:19:08","slug":"aisc-a358-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-a358-2022\/","title":{"rendered":"AISC A358 2022"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nPrequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications <\/td>\n<\/tr>\n
4<\/td>\nCopyright
\n <\/td>\n<\/tr>\n
5<\/td>\nPreface
\n <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents
\n <\/td>\n<\/tr>\n
17<\/td>\nSymbols
\n <\/td>\n<\/tr>\n
29<\/td>\nGlossary
\n <\/td>\n<\/tr>\n
31<\/td>\nChapter 1 General
\n
1.1 Scope
\n
1.2 References
\n <\/td>\n<\/tr>\n
33<\/td>\n1.3 General
\n <\/td>\n<\/tr>\n
34<\/td>\nChapter 2 Design Requirements
\n
2.1 Special and Intermediate Moment Frame Connection Types
\n
2.2 Connection Stiffness
\n
2.3 Members
\n <\/td>\n<\/tr>\n
37<\/td>\n2.4 Connection Design Parameters
\n <\/td>\n<\/tr>\n
39<\/td>\n2.5 Required Shear Strength of Beam
\n
2.6 Continuity Plates
\n
2.7 Panel Zones
\n <\/td>\n<\/tr>\n
40<\/td>\n2.8 Column-Beam Moment Ratios
\n
2.9 Protected Zone
\n <\/td>\n<\/tr>\n
41<\/td>\nChapter 3 Welding Requirements
\n
3.1 Filler Metals
\n
3.2 Welding Procedures
\n
3.3 Backing at Beam-to-Column and Continuity Plate-to-Column Joints
\n <\/td>\n<\/tr>\n
42<\/td>\n3.4 Weld Tabs
\n
3.5 Tack Welds
\n <\/td>\n<\/tr>\n
43<\/td>\n3.6 Continuity Plates
\n <\/td>\n<\/tr>\n
44<\/td>\nChapter 4 Bolting Requirements
\n
4.1 Fastener Assemblies
\n
4.2 Installation Requirements
\n
4.3 Quality Control and Quality Assurance
\n <\/td>\n<\/tr>\n
45<\/td>\nChapter 5 Reduced Beam Section (RBS) Moment Connection
\n
5.1 General
\n
5.2 Systems
\n <\/td>\n<\/tr>\n
46<\/td>\n5.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
47<\/td>\n5.4 Beam Flange-to-Column Flange Weld Limitations
\n
5.5 Beam Web-to-Column Flange Connection Limitations
\n <\/td>\n<\/tr>\n
48<\/td>\n5.6 Fabrication of Flange Cuts
\n <\/td>\n<\/tr>\n
49<\/td>\n5.7 Design Procedure
\n <\/td>\n<\/tr>\n
51<\/td>\nChapter 6 Bolted Unstiffened (BUEEP) and Stiffened Extended End-Plate (BSEEP) Moment Connections
\n
6.1 General
\n
6.2 Systems
\n <\/td>\n<\/tr>\n
52<\/td>\n6.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
54<\/td>\n6.4 Continuity Plates
\n
6.5 Bolts
\n
6.6 Connection Detailing
\n <\/td>\n<\/tr>\n
59<\/td>\n6.7 Design Procedure
\n <\/td>\n<\/tr>\n
70<\/td>\nChapter 7 Bolted Flange Plate (BFP) Moment Connection
\n
7.1 General
\n
7.2 Systems
\n <\/td>\n<\/tr>\n
71<\/td>\n7.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
72<\/td>\n7.4 Connection Detailing
\n <\/td>\n<\/tr>\n
73<\/td>\n7.5 Design Procedure
\n <\/td>\n<\/tr>\n
77<\/td>\nChapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection
\n
8.1 General
\n
8.2 Systems
\n
8.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
79<\/td>\n8.4 Beam Flange-to-Column Flange Welds
\n
8.5 Beam Web-to-Column Connection Limitations
\n <\/td>\n<\/tr>\n
80<\/td>\n8.6 Design Procedure
\n <\/td>\n<\/tr>\n
82<\/td>\nChapter 9 Cast Bolted Bracket (CBB) Moment Connection
\n
9.1 General
\n <\/td>\n<\/tr>\n
83<\/td>\n9.2 Systems
\n
9.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
85<\/td>\n9.4 Bracket-to-Column Flange Connection Limitations
\n <\/td>\n<\/tr>\n
86<\/td>\n9.5 Bracket
\n-to-Beam Flange Connection Limitations
9.6 Connection Detailing
\n
9.7 Design Procedure
\n <\/td>\n<\/tr>\n
94<\/td>\nChapter 10 ConXtech ConXL Moment Connection
\n
10.1 General
\n <\/td>\n<\/tr>\n
97<\/td>\n10.2 Systems
\n <\/td>\n<\/tr>\n
98<\/td>\n10.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
99<\/td>\n10.4 Collar Connection Limitations
\n <\/td>\n<\/tr>\n
100<\/td>\n10.5 Beam Web-to-Collar Connection Limitations
\n
10.6 Beam Flange-to-Collar Flange Welding Limitations
\n <\/td>\n<\/tr>\n
104<\/td>\n10.7 Design Procedure
\n <\/td>\n<\/tr>\n
118<\/td>\nChapter 11 SidePlate Moment Connection
\n
11.1 General
\n <\/td>\n<\/tr>\n
121<\/td>\n11.2 Systems
\n <\/td>\n<\/tr>\n
124<\/td>\n11.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
129<\/td>\n11.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
134<\/td>\n11.5 Connection Welding Limitations
\n <\/td>\n<\/tr>\n
135<\/td>\n11.6 Connection Detailing
\n <\/td>\n<\/tr>\n
137<\/td>\n11.7 Design Procedure
\n <\/td>\n<\/tr>\n
146<\/td>\nChapter 12 Simpson Strong-Tie Strong Frame Connection
12.1 General
\n <\/td>\n<\/tr>\n
147<\/td>\n12.2 Systems
\n <\/td>\n<\/tr>\n
148<\/td>\n12.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
149<\/td>\n12.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
150<\/td>\n12.5 Continuity Plates
\n
12.6 Yield-Link Flange-to-Stem Weld Limitations
\n
12.7 Fabrication of Yield-Link Cuts
\n
12.8 Connection Detailing
\n <\/td>\n<\/tr>\n
152<\/td>\n12.9 Design Procedure
\n <\/td>\n<\/tr>\n
166<\/td>\nChapter 13 Double-Tee Moment Connections
\n
13.1 General
\n <\/td>\n<\/tr>\n
168<\/td>\n13.2 Systems
\n <\/td>\n<\/tr>\n
170<\/td>\n13.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
171<\/td>\n13.4 Connection Detailing
\n <\/td>\n<\/tr>\n
172<\/td>\n13.5 Design Procedure
\n <\/td>\n<\/tr>\n
182<\/td>\nChapter 14 Slotted Web (SW) Moment Connection
\n
14.1 General
\n
14.2 Systems
\n
14.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
184<\/td>\n14.4 Beam Flange-to-Column Flange Weld Limitations
\n
14.5 Beam Web and Shear Plate Connection Limitations
\n <\/td>\n<\/tr>\n
185<\/td>\n14.6 Fabrication of Beam Web Slots
\n
14.7 Design Procedure
\n <\/td>\n<\/tr>\n
189<\/td>\nChapter 15 DuraFuse Frames Moment Connection
\n
15.1 General
\n <\/td>\n<\/tr>\n
191<\/td>\n15.2 Systems
\n <\/td>\n<\/tr>\n
192<\/td>\n15.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
193<\/td>\n15.4 Column-Beam Relationship Limitations
\n
15.5 Connection Detailing
\n <\/td>\n<\/tr>\n
197<\/td>\n15.6 Design Procedure
\n <\/td>\n<\/tr>\n
206<\/td>\nAppendix A Casting Requirements
\n
A1 Cast Steel Grade
\n
A2 Quality Control (QC)
\n <\/td>\n<\/tr>\n
208<\/td>\nA3 Manufacturer Submittals
\n <\/td>\n<\/tr>\n
209<\/td>\nAppendix B Forging Requirements
\n
B1 Forged Steel Grade
\n
B2 Bar Stock
\n
B3 Forging Temperature
\n
B4 Heat Treatment
\n
B5 Finish
\n
B6 Quality Assurance
\n <\/td>\n<\/tr>\n
210<\/td>\nB7 Documentation
\n <\/td>\n<\/tr>\n
211<\/td>\nCommentary
\n <\/td>\n<\/tr>\n
212<\/td>\nChapter 1 General
\n
1.1 Scope
\n <\/td>\n<\/tr>\n
213<\/td>\n1.2 References
\n
1.3 General
\n <\/td>\n<\/tr>\n
214<\/td>\nChapter 2 Design Requirements
2.1 Special and Intermediate Moment Frame Connection Types
\n <\/td>\n<\/tr>\n
215<\/td>\n2.3 Members
\n <\/td>\n<\/tr>\n
218<\/td>\n2.4 Connection Design Parameters
\n <\/td>\n<\/tr>\n
221<\/td>\n2.5 Required Shear Strength of Beam
\n
2.6 Continuity Plates
\n <\/td>\n<\/tr>\n
223<\/td>\n2.7 Panel Zones
\n
2.8 Column-Beam Moment Ratios
\n <\/td>\n<\/tr>\n
224<\/td>\nChapter 3 Welding Requirements
\n
3.3 Backing at Beam-to-Column and Continuity Plate-to-Column Joints
\n <\/td>\n<\/tr>\n
225<\/td>\n3.4 Weld Tabs
\n <\/td>\n<\/tr>\n
226<\/td>\n3.5 Tack Welds
\n
3.6 Continuity Plates
\n <\/td>\n<\/tr>\n
227<\/td>\n3.7 Quality Control and Quality Assurance
\n <\/td>\n<\/tr>\n
228<\/td>\nChapter 4 Bolting Requirements
\n
4.1 Fastener Assemblies
4.2 Installation Requirements
\n
4.3 Quality Control and Quality Assurance
\n <\/td>\n<\/tr>\n
229<\/td>\nChapter 5 Reduced Beam Section (RBS) Moment Connection
\n
5.1 General
\n <\/td>\n<\/tr>\n
230<\/td>\n5.2 Systems
\n
5.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
232<\/td>\n5.4 Beam Flange-to-Column Flange Weld Limitations
\n <\/td>\n<\/tr>\n
233<\/td>\n5.5 Beam Web-to-Column Flange Connection Limitations
\n <\/td>\n<\/tr>\n
234<\/td>\n5.6 Fabrication of Flange Cuts
\n
5.7 Design Procedure
\n <\/td>\n<\/tr>\n
236<\/td>\nChapter 6 Bolted Unstiffened (BUEEP) and Stiffened Extended End-Plate (BSEEP) Moment Connections
\n
6.1 General
\n
6.2 Systems
\n <\/td>\n<\/tr>\n
237<\/td>\n6.3 Prequalification Limits
\n
6.4 Continuity Plates
\n <\/td>\n<\/tr>\n
238<\/td>\n6.5 Bolts
\n
6.6 Connection Detailing
\n <\/td>\n<\/tr>\n
239<\/td>\n6.7 Design Procedure
\n <\/td>\n<\/tr>\n
240<\/td>\nChapter 7 Bolted Flange Plate (BFP) Moment Connection
\n
7.1 General
\n <\/td>\n<\/tr>\n
242<\/td>\n7.2 Systems
\n
7.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
243<\/td>\n7.4 Connection Detailing
\n <\/td>\n<\/tr>\n
244<\/td>\n7.5 Design Procedure
\n <\/td>\n<\/tr>\n
245<\/td>\nChapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection
\n
8.1 General
\n <\/td>\n<\/tr>\n
247<\/td>\n8.3 Prequalification Limits
\n
8.4 Beam Flange-to-Column Flange Welds
\n <\/td>\n<\/tr>\n
248<\/td>\n8.5 Beam Web-to-Column Connection Limitations
\n <\/td>\n<\/tr>\n
249<\/td>\n8.6 Design Procedure
\n <\/td>\n<\/tr>\n
250<\/td>\nChapter 9 Cast Bolted Bracket (CBB) Moment Connection
\n
9.1 General
\n
9.2 Systems
\n <\/td>\n<\/tr>\n
251<\/td>\n9.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
252<\/td>\n9.4 Bracket-to-Column Flange Connection Limitations
\n <\/td>\n<\/tr>\n
253<\/td>\n9.5 Bracket-to-Beam Flange Connection Limitations
\n <\/td>\n<\/tr>\n
254<\/td>\n9.6 Connection Detailing
\n <\/td>\n<\/tr>\n
255<\/td>\n9.7 Design Procedure
\n <\/td>\n<\/tr>\n
257<\/td>\nChapter 10 ConXtech ConXL Moment Connection
\n
10.1 General
\n <\/td>\n<\/tr>\n
259<\/td>\n10.2 Systems
\n
10.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
261<\/td>\n10.4 Collar Connection Limitations
\n
10.5 Beam Web-to-Collar Connection Limitations
\n
10.6 Beam Flange-to-Collar Flange Welding Limitations
\n
10.7 Design Procedure
\n <\/td>\n<\/tr>\n
264<\/td>\nChapter 11 SidePlate Moment Connection
\n
11.1 General
\n <\/td>\n<\/tr>\n
273<\/td>\n11.2 Systems
\n <\/td>\n<\/tr>\n
274<\/td>\n11.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
280<\/td>\n11.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
282<\/td>\n11.5 Connection Welding Limitations
\n
11.6 Connection Detailing
\n <\/td>\n<\/tr>\n
283<\/td>\n11.7 Design Procedure
\n <\/td>\n<\/tr>\n
294<\/td>\nChapter 12 Simpson Strong-Tie Strong Frame Moment Connection
\n
12.1 General
\n <\/td>\n<\/tr>\n
299<\/td>\n12.2 Systems
\n <\/td>\n<\/tr>\n
300<\/td>\n12.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
301<\/td>\n12.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
302<\/td>\n12.5 Continuity Plates
\n
12.6 Yield-Link Flange-to-Stem Weld Limitations
\n
12.7 Fabrication of Yield-Link Cuts
\n
12.8 Connection Detailing
\n <\/td>\n<\/tr>\n
303<\/td>\n12.9 Design Procedure
\n <\/td>\n<\/tr>\n
308<\/td>\nChapter 13 Double-Tee Moment Connection
\n
13.1 General
\n <\/td>\n<\/tr>\n
309<\/td>\n13.2 Systems
\n <\/td>\n<\/tr>\n
310<\/td>\n13.3 Prequalification Limits
\n
13.4 Connection Detailing
\n <\/td>\n<\/tr>\n
311<\/td>\n13.5 Design Procedure
\n <\/td>\n<\/tr>\n
318<\/td>\nChapter 14 Slotted Web (SW) Moment Connection
\n
14.1 General
\n <\/td>\n<\/tr>\n
319<\/td>\n14.2 Systems
\n
14.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
320<\/td>\n14.4 Beam Flange-to-Column Flange Weld Limitations
\n
14.5 Beam Web and Shear-Plate Connection Limitations
\n
14.6 Fabrication of Beam Web Slots
\n <\/td>\n<\/tr>\n
321<\/td>\n14.7 Design Procedure
\n <\/td>\n<\/tr>\n
323<\/td>\nChapter 15 DuraFuse Frames Moment Connection
\n
15.1 General
\n
15.2 Systems
\n <\/td>\n<\/tr>\n
324<\/td>\n15.3 Prequalification Limits
\n <\/td>\n<\/tr>\n
326<\/td>\n15.5 Connection Detailing
\n
15.6 Design Procedure
\n <\/td>\n<\/tr>\n
335<\/td>\nAppendix A Casting Requirements
\n
A1 Cast Steel Grade
\n
A2 Quality Control (QC)
\n <\/td>\n<\/tr>\n
337<\/td>\nA3 Manufacturer Submittals
\n <\/td>\n<\/tr>\n
339<\/td>\nReferences
\n <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ANSI\/AISC 358-22 – Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2022<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":439790,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-439786","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/439786","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/439790"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=439786"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=439786"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=439786"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}