{"id":384536,"date":"2024-10-20T03:26:39","date_gmt":"2024-10-20T03:26:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-a358-20w-2020\/"},"modified":"2024-10-26T06:16:10","modified_gmt":"2024-10-26T06:16:10","slug":"aisc-a358-20w-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-a358-20w-2020\/","title":{"rendered":"AISC A358 20W 2020"},"content":{"rendered":"

The prequalified connections standard has been developed by the AISC Connection Prequalification Review Panel in accordance with Chapter K of the Seismic Provisions for Structural Steel Buildings. The connections have been prequalified for use in special and intermediate steel moment frames without the need for additional testing. Supplement No. 1 adds slotted web moment connections to the standard. In addition, the supplement includes a field bolted option for the popular SidePlate moment connection. The supplement has been fully integrated into the standard. Supplement No. 2 expands the scope of prequalification for the Chapter 11 SidePlate moment connection and the Chapter 12 Simpson Strong-Tie Strong Frame moment connection.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nANSI\/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
\n <\/td>\n<\/tr>\n
3<\/td>\nInside front cover
\n <\/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
28<\/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
2.3.1 Rolled Wide-Flange Members
\n
2.3.2 Built-up Members
\n
2.3.2a Built-up Beams
\n <\/td>\n<\/tr>\n
35<\/td>\n2.3.2b Built-up Columns
\n <\/td>\n<\/tr>\n
37<\/td>\n2.3.3 Hollow Structural Sections (HSS)
\n
2.4 Connection Design Parameters
\n
2.4.1 Resistance Factors
\n
2.4.2 Plastic Hinge Location
\n <\/td>\n<\/tr>\n
38<\/td>\n2.4.3 Probable Maximum Moment at Plastic Hinge
\n
2.4.4 Continuity Plates
\n
2.5 Panel Zones
\n <\/td>\n<\/tr>\n
39<\/td>\n2.6 Protected Zone
\n <\/td>\n<\/tr>\n
40<\/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
3.3.1 Steel Backing at Continuity Plates
\n
3.3.2 Steel Backing at Beam Bottom Flange
\n
3.3.3 Steel Backing at Beam Top Flange
\n <\/td>\n<\/tr>\n
41<\/td>\n3.3.4 Prohibited Welds at Steel Backing
\n
3.3.5 Nonfusible Backing at Beam Flange-to-Column Joints
\n
3.4 Weld Tabs
\n
3.5 Tack Welds
\n <\/td>\n<\/tr>\n
42<\/td>\n3.6 Continuity Plates
\n
3.7 Quality Control and Quality Assurance
\n <\/td>\n<\/tr>\n
43<\/td>\nChapter 4 Bolting Requirements
4.1 Fastener Assemblies
\n
4.2 Installation Requirements
\n
4.3 Quality Control and Quality Assurance
\n <\/td>\n<\/tr>\n
44<\/td>\nChapter 5 Reduced Beam Section (RBS) Moment Connection
\n
5.1 General
\n
5.2 Systems
\n
5.3 Prequalification Limits
\n
5.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
45<\/td>\n5.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
46<\/td>\n5.4 Column-Beam Relationship Limitations
\n
5.5 Beam Flange-to-Column Flange Weld Limitations
\n
5.6 Beam Web-to-Column Flange Connection Limitations
\n <\/td>\n<\/tr>\n
47<\/td>\n5.7 Fabrication of Flange Cuts
\n <\/td>\n<\/tr>\n
48<\/td>\n5.8 Design Procedure
\n <\/td>\n<\/tr>\n
51<\/td>\nChapter 6 Bolted Unstiffened and Stiffened Extended End-Plate Moment Connections
\n
6.1 General
\n
6.2 Systems
\n <\/td>\n<\/tr>\n
52<\/td>\n6.3 Prequalification Limits
\n
6.3.1 Beam Limitations
\n
6.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
54<\/td>\n6.4 Column-Beam Relationship Limitations
\n
6.5 Continuity Plates
\n
6.6 Bolts
\n
6.7 Connection Detailing
\n
6.7.1 Gage
\n
6.7.2 Pitch and Row Spacing
\n <\/td>\n<\/tr>\n
56<\/td>\n6.7.3 End-Plate Width
\n
6.7.4 End-Plate Stiffener
\n <\/td>\n<\/tr>\n
57<\/td>\n6.7.5 Finger Shims
\n
6.7.6 Welding Details
\n <\/td>\n<\/tr>\n
59<\/td>\n6.8 Design Procedure
\n <\/td>\n<\/tr>\n
69<\/td>\nChapter 7 Bolted Flange Plate (BFP) Moment Connection
\n
7.1 General
\n
7.2 Systems
\n <\/td>\n<\/tr>\n
70<\/td>\n7.3 Prequalification Limits
\n
7.3.1 Beam Limitations
\n
7.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
71<\/td>\n7.4 Column-Beam Relationship Limitations
\n
7.5 Connection Detailing
\n
7.5.1 Plate Material Specifications
\n
7.5.2 Beam Flange Welds
\n
7.5.3 Single-Plate Shear Connection Welds
\n
7.5.4 Bolt Requirements
\n <\/td>\n<\/tr>\n
72<\/td>\n7.5.5 Flange Plate Shims
\n
7.6 Design Procedure
\n <\/td>\n<\/tr>\n
76<\/td>\nChapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection
\n
8.1 General
\n
8.2 Systems
\n
8.3 Prequalifiation Limits
\n
8.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
77<\/td>\n8.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
78<\/td>\n8.4 Column-Beam Relationship Limitations
\n
8.5 Beam Flange-to-Column Flange Welds
\n
8.6 Beam Web-to-Column Connection Limitations
\n <\/td>\n<\/tr>\n
79<\/td>\n8.7 Design Procedure
\n <\/td>\n<\/tr>\n
82<\/td>\nChapter 9 Kaiser Bolted Bracket (KBB) Moment Connection
\n
9.1 General
\n <\/td>\n<\/tr>\n
83<\/td>\n9.2 Systems
\n
9.3 Prequalification Limits
\n
9.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
84<\/td>\n9.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
85<\/td>\n9.3.3 Bracket Limitations
\n
9.4 Column-Beam Relationship Limitations
\n
9.5 Bracket-to-Column Flange Connection Limitations
\n <\/td>\n<\/tr>\n
86<\/td>\n9.6 Bracket-to-Beam Flange Connection Limitations
\n
9.7 Beam Web-to-Column Connection Limitations
\n <\/td>\n<\/tr>\n
87<\/td>\n9.8 Connection Detailing
\n
9.9 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 Prequalifiation Limits
\n
10.3.1 Beam Limitations
\n
10.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
99<\/td>\n10.3.3 Collar Limitations
\n <\/td>\n<\/tr>\n
100<\/td>\n10.4 Collar Connectiion Limitations
\n <\/td>\n<\/tr>\n
101<\/td>\n10.5 Beam Web-to-Collar Connection Limitations
\n <\/td>\n<\/tr>\n
102<\/td>\n10.6 Beam Flange-to-Collar Flange Welding Limitations
\n <\/td>\n<\/tr>\n
103<\/td>\n10.7 Column-Beam Relationship Limitations
\n
10.8 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
127<\/td>\n11.3 Prequalification Limits
\n
11.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
129<\/td>\n11.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
131<\/td>\n11.3.3 Connection Limitations
\n <\/td>\n<\/tr>\n
132<\/td>\n11.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
136<\/td>\n11.5 Connection Welding Limitations
\n
11.6 Connection Detailing
\n <\/td>\n<\/tr>\n
137<\/td>\n11.6.1 Plates\/Angles
\n
11.6.2 Welds
\n <\/td>\n<\/tr>\n
141<\/td>\n11.6.3 Bolts
\n <\/td>\n<\/tr>\n
145<\/td>\n11.7 Design Procedure
\n <\/td>\n<\/tr>\n
150<\/td>\nChapter 12 Simpson Strong-Tie Strong Frame Moment Connection
\n
12.1 General
\n <\/td>\n<\/tr>\n
152<\/td>\n12.2 Systems
\n
12.3 Prequalification Limits
\n
12.3.1 Beam Limitations
\n
12.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
153<\/td>\n12.3.3 Bolting Limitations
\n <\/td>\n<\/tr>\n
154<\/td>\n12.4 Column-Beam Relationship Limitations
\n
12.5 Continuity Plates
\n
12.6 Yield-Link Flange-to-Stem Weld Limitations
\n
12.7 Fabrication of Yield-Link Cuts
\n <\/td>\n<\/tr>\n
156<\/td>\n12.8 Connection Detailing
\n
12.8.1 Beam Coping
\n
12.8.2 Yield-Links
\n
12.8.3 Shear-Plate Connection Bolts
\n
12.8.4 Shear-Plate Shear Connection Welds
\n
12.8.5 Bolt Hole Requirements
\n
12.8.6 Buckling Restraint Assembly
\n <\/td>\n<\/tr>\n
159<\/td>\n12.8.7 Shims
\n
12.9 Design Procedure
\n <\/td>\n<\/tr>\n
171<\/td>\nChapter 13 Double-Tee Moment Connection
\n
13.1 General
\n <\/td>\n<\/tr>\n
173<\/td>\n13.2 Systems
\n <\/td>\n<\/tr>\n
175<\/td>\n13.3 Prequalification Limits
\n
13.3.1 Beam Limitations
\n
13.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
176<\/td>\n13.4 Column-Beam Relationship Limitations
\n
13.5 Connection Detailing
\n
13.5.1 T-Stub Material Specifications
\n
13.5.2 Continuity Plates
\n
13.5.3 Single-Plate Shear Connection Welds
\n
13.5.4 Bolts
\n <\/td>\n<\/tr>\n
177<\/td>\n13.5.5 T-Stub Shims
\n
13.6 Design Procedure
\n <\/td>\n<\/tr>\n
188<\/td>\nChapter 14 SlottedWeb (SW) Moment Connection
\n
14.1 General
\n
14.2 Systems
\n
14.3 Prequalification Limits
\n
14.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
189<\/td>\n14.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
190<\/td>\n14.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
191<\/td>\n14.5 Beam Flange-to-Column Flange Weld Limitations
\n
14.6 Beam Web and Shear Plate Connection Limitations
\n
14.7 Fabrication of Beam Web Slots
\n <\/td>\n<\/tr>\n
192<\/td>\n14.8 Design Procedure
\n <\/td>\n<\/tr>\n
197<\/td>\nAppendix A Casting Requirements
\n
A1. Cast Steel Grade
\n
A2. Quality Control (QC)
\n
A2.1 Inspection and Nondestructive Testing Personnel
\n
A2.2 First Article Inspection (FAI) of Castings
\n
A2.3 Visual Inspection of Castings
\n
A2.4 Nondestructive Testing (NDT) of Castings
\n
A2.4a Procedures
\n <\/td>\n<\/tr>\n
198<\/td>\nA2.4b Required NDT
\n
A2.5 Weld Repair Procedures
\n
A2.6 Tensile Requirements
\n
A2.7 Charpy V-Notch (CVN)
\nRequirements <\/td>\n<\/tr>\n
199<\/td>\nA2.8 Casting Identification
\n
A3. Manufacturing Documents
\n
A3.1 Submittal to Patent Holder
\n
A3.2 Submittal to Engineer of Record and Authority Having Jurisdiction
\n <\/td>\n<\/tr>\n
200<\/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
B7. Documentation
\n <\/td>\n<\/tr>\n
203<\/td>\nCommentary Introduction
\n <\/td>\n<\/tr>\n
204<\/td>\nCommentary Chapter 1 General
\n
1.1 Scope
\n <\/td>\n<\/tr>\n
205<\/td>\n1.2 References
\n
1.3 General
\n <\/td>\n<\/tr>\n
206<\/td>\nCommentary Chapter 2 Design Requirements
\n
2.1 Special and Intermediate Moment Frame Connection Types
\n <\/td>\n<\/tr>\n
207<\/td>\n2.3 Members
\n
2.3.2 Built-up Members
\n <\/td>\n<\/tr>\n
208<\/td>\n2.3.2b Built-up Columns
\n <\/td>\n<\/tr>\n
209<\/td>\n2.4 Connection Design Parameters
\n
2.4.1 Resistance Factors
\n
2.4.2 Plastic Hinge Location
\n
2.4.3 Probable Maximum Moment at Plastic Hinge
\n
2.4.4 Continuity Plates
\n <\/td>\n<\/tr>\n
212<\/td>\nCommentary Chapter 3 Welding Requirements
\n
3.3 Backing at Beam-to-Column and Continuity Plate-to-Column Joints
\n
3.3.1 Steel Backing at Continuity Plates
\n
3.3.2 Steel Backing at Beam Bottom Flange
\n <\/td>\n<\/tr>\n
213<\/td>\n3.3.3 Steel Backing at Beam Top Flange
\n
3.3.4 Prohibited Welds at Steel Backing
\n
3.3.5 Nonfusible Backing at Beam Flange-to-Column Joints
\n
3.4 Weld Tabs
\n <\/td>\n<\/tr>\n
214<\/td>\n3.5 Tack Welds
\n
3.6 Continuity Plates
\n <\/td>\n<\/tr>\n
215<\/td>\n3.7 Quality Control and Quality Assurance
\n <\/td>\n<\/tr>\n
216<\/td>\nCommentary Chapter 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
217<\/td>\nCommentary Chapter 5 Reduced Beam Section (RBS) Moment Connection
\n
5.1 General
\n <\/td>\n<\/tr>\n
218<\/td>\n5.2 Systems
\n
5.3 Prequalification Limits
\n
5.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
219<\/td>\n5.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
221<\/td>\n5.4 Column-Beam Relationship Limitations
\n
5.5 Beam Flange-to-Column Flange Weld Limitations
\n
5.6 Beam Web-to-Column Connection Limitations
\n <\/td>\n<\/tr>\n
222<\/td>\n5.7 Fabrication of Flange Cuts
\n
5.8 Design Procedure
\n <\/td>\n<\/tr>\n
226<\/td>\nCommentary Chapter 6 Bolted Unstiffened and Stiffened Extended End-Plate Moment Connections
\n
6.1 General
\n
6.2 Systems
\n <\/td>\n<\/tr>\n
227<\/td>\n6.3 Prequalification Limits
\n
6.3.1 Beam Limitations
\n
6.3.2 Column Limitations
\n
6.4 Column-Beam Relationship Limitations
\n
6.5 Continuity Plates
\n <\/td>\n<\/tr>\n
228<\/td>\n6.6 Bolts
\n
6.7 Connection Detailing
\n <\/td>\n<\/tr>\n
229<\/td>\n6.8 Design Procedure
\n <\/td>\n<\/tr>\n
230<\/td>\nCommentary Chapter 7 Bolted Flange Plate (BFP) Moment Connection
\n
7.1 General
\n <\/td>\n<\/tr>\n
232<\/td>\n7.2 Systems
\n
7.3 Prequalification Limits
\n
7.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
233<\/td>\n7.3.2 Column Limitations
\n
7.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
234<\/td>\n7.5 Connection Detailing
\n <\/td>\n<\/tr>\n
235<\/td>\n7.6 Design Procedure
\n <\/td>\n<\/tr>\n
237<\/td>\nCommentary Chapter 8 Welded Unreinforced Flange-Welded Web (WUF-W) Moment Connection
\n
8.1 General
\n <\/td>\n<\/tr>\n
239<\/td>\n8.3 Prequalification Limits
\n
8.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
240<\/td>\n8.5 Beam Flange-to-Column Flange Welds
\n
8.6 Beam Web-to-Column Connection Limitations
\n <\/td>\n<\/tr>\n
241<\/td>\n8.7 Design Procedure
\n <\/td>\n<\/tr>\n
243<\/td>\nCommentary Chapter 9 Kaiser Bolted Bracket (KBB) Moment Connection
\n
9.1 General
\n
9.2 Systems
\n <\/td>\n<\/tr>\n
244<\/td>\n9.3 Prequalification Limits
\n
9.3.1 Beam Limitations
\n
9.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
245<\/td>\n9.3.3 Bracket Limitations
\n
9.4 Column-Beam Relationship Limitations
\n
9.5 Bracket-to-Column Flange Connection Limitations
\n <\/td>\n<\/tr>\n
246<\/td>\n9.6 Bracket-to-Beam Flange Connection Limitations
\n <\/td>\n<\/tr>\n
247<\/td>\n9.7 Beam Web-to-Column Connection Limitations
\n <\/td>\n<\/tr>\n
248<\/td>\n9.8 Connection Detailing
\n
9.9 Design Procedure
\n <\/td>\n<\/tr>\n
251<\/td>\nCommentary Chapter 10 ConXtech ConXL Moment Connection
\n
10.1 General
\n <\/td>\n<\/tr>\n
253<\/td>\n10.2 Systems
\n
10.3 Prequalification Limits
\n
10.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
254<\/td>\n10.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
255<\/td>\n10.3.3 Collar Limitations
\n
10.4 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 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
256<\/td>\n10.8 Design Procedure
\n <\/td>\n<\/tr>\n
258<\/td>\nCommentary Chapter 11 SidePlate Moment Connection
\n
11.1 General
\n <\/td>\n<\/tr>\n
267<\/td>\n11.2 Systems
\n <\/td>\n<\/tr>\n
268<\/td>\n11.3 Prequalification Limits
\n
11.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
272<\/td>\n11.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
274<\/td>\n11.3.3 Connection Limitations
\n <\/td>\n<\/tr>\n
275<\/td>\n11.4 Column-Beam Relationship Limitations
\n <\/td>\n<\/tr>\n
276<\/td>\n11.5 Connection Welding Limitations
\n <\/td>\n<\/tr>\n
277<\/td>\n11.6 Connection Detailing
\n
11.7 Design Procedure
\n <\/td>\n<\/tr>\n
289<\/td>\nCommentary Chapter 12 Simpson Strong-Tie Strong Frame Moment Connection
\n
12.1 General
\n <\/td>\n<\/tr>\n
294<\/td>\n12.3 Prequalification Limits
\n
12.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
295<\/td>\n12.3.2 Column Limitations
\n <\/td>\n<\/tr>\n
296<\/td>\n12.3.3 Bolting Limitations
\n
12.4 Column-Beam Relationship Limitations
\n
12.5 Continuity Plates
\n <\/td>\n<\/tr>\n
297<\/td>\n12.6 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
298<\/td>\n12.9 Design Procedure
\n <\/td>\n<\/tr>\n
302<\/td>\nCommentary Chapter 13 Double-Tee Moment Connection
\n
13.1 General
\n <\/td>\n<\/tr>\n
303<\/td>\n13.2 Systems
\n <\/td>\n<\/tr>\n
304<\/td>\n13.3 Prequalification Limits
\n
13.5 Connection Detailing
\n
13.5.1 T-Stub Material Specification
\n
13.5.2 Continuity Plates
\n
13.5.4 Bolts
\n <\/td>\n<\/tr>\n
305<\/td>\n13.5.5 T-Stub Shims
\n
13.6 Design Procedure
\n <\/td>\n<\/tr>\n
312<\/td>\nCommentary Chapter 14 SlottedWeb (SW) Moment Connection
\n
14.1 General
\n <\/td>\n<\/tr>\n
313<\/td>\n14.2 Systems
\n
14.3 Prequalification Limits
\n
14.3.1 Beam Limitations
\n <\/td>\n<\/tr>\n
314<\/td>\n14.3.2 Column Limitations
\n
14.4 Column-Beam Relationship Limitations
\n
14.5 Beam Flange-to-Column Weld Limitations
\n <\/td>\n<\/tr>\n
315<\/td>\n14.6 Beam Web and Shear Plate Connection Limitations
\n
14.7 Fabrication of Beam Web Slots
\n
14.8 Design Procedure
\n <\/td>\n<\/tr>\n
317<\/td>\nCommentary Appendix A Casting Requirements
\n
A1. Cast Steel Grade
\n
A2. Quality Control (QC)
\n
A2.2 First Article Inspection (FAI) of Castings
\n
A2.3 Visual Inspection of Castings
\n
A2.4 Nondestructive Testing (NDT) of Castings
\n <\/td>\n<\/tr>\n
318<\/td>\nA2.6 Tensile Requirements
\n <\/td>\n<\/tr>\n
319<\/td>\nA3. Manufacturer Documents
\n <\/td>\n<\/tr>\n
320<\/td>\nCommentary Appendix B Forging Requirements
\n <\/td>\n<\/tr>\n
321<\/td>\nReferences
\n <\/td>\n<\/tr>\n
338<\/td>\nBack Cover
\n <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

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<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2020<\/td>\n338<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":384545,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-384536","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\/384536","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\/384545"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=384536"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=384536"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=384536"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}