{"id":189361,"date":"2024-10-19T11:56:00","date_gmt":"2024-10-19T11:56:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d821-17w\/"},"modified":"2024-10-25T04:22:49","modified_gmt":"2024-10-25T04:22:49","slug":"aisc-d821-17w","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d821-17w\/","title":{"rendered":"AISC D821 17W"},"content":{"rendered":"

Design Guide 21 provides a complete overview of topics related to structural welding, including selection of weld types, weld design, metallurgy, weld repair, distortions, weld procedure specifications, thermal cutting, quality, inspection, seismic considerations, economy, and safety.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nDesign Guide 21 Welded Connections, 2nd. Ed. <\/td>\n<\/tr>\n
5<\/td>\nAuthor <\/td>\n<\/tr>\n
6<\/td>\nPreface <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents <\/td>\n<\/tr>\n
15<\/td>\nChapter 1 Introduction <\/td>\n<\/tr>\n
21<\/td>\nChapter 2 Welding and Thermal Cutting Processes
2.1 Introduction <\/td>\n<\/tr>\n
23<\/td>\n2.2 SMAW <\/td>\n<\/tr>\n
29<\/td>\n2.3 FCAW <\/td>\n<\/tr>\n
35<\/td>\n2.4 SAW <\/td>\n<\/tr>\n
40<\/td>\n2.5 GMAW <\/td>\n<\/tr>\n
46<\/td>\n2.6 ESW\/EGW <\/td>\n<\/tr>\n
49<\/td>\n2.7 GTAW <\/td>\n<\/tr>\n
50<\/td>\n2.8 Arc Stud Welding
2.9 Thermal Cutting Processes <\/td>\n<\/tr>\n
53<\/td>\n2.10 Water Jet Cutting <\/td>\n<\/tr>\n
55<\/td>\nChapter 3 Welded Connection Basics
3.1 Joints
3.2 Weld Types\u2014General
3.3 Complete-Joint-Penetration Groove Welds <\/td>\n<\/tr>\n
60<\/td>\n3.4 Partial-Joint-Penetration Groove Welds <\/td>\n<\/tr>\n
63<\/td>\n3.5 Fillet Welds <\/td>\n<\/tr>\n
68<\/td>\n3.6 Plug\/Slot Welds <\/td>\n<\/tr>\n
69<\/td>\n3.7 Puddle Welds
3.8 Interaction of Joint and Weld Types
3.9 Selection of Weld Types
3.10 Required Filler Metal Strength <\/td>\n<\/tr>\n
72<\/td>\n3.11 Determining Weld Strength <\/td>\n<\/tr>\n
74<\/td>\n3.12 Specific Requirements for Various Joints <\/td>\n<\/tr>\n
76<\/td>\n3.13 Welding Symbols <\/td>\n<\/tr>\n
79<\/td>\nChapter 4 Details of Welded Connections
4.1 Principles of Connections Design <\/td>\n<\/tr>\n
89<\/td>\n4.2 Welded Connection Details <\/td>\n<\/tr>\n
99<\/td>\n4.3 Specific Welded Connections <\/td>\n<\/tr>\n
104<\/td>\n4.4 Special Welds <\/td>\n<\/tr>\n
111<\/td>\nChapter 5 Metallurgical Issues
5.1 Introduction
5.2 Steel\u2014Properties of Interest <\/td>\n<\/tr>\n
113<\/td>\n5.3 Descriptions of Steel Groups <\/td>\n<\/tr>\n
114<\/td>\n5.4 Welding Requirements for Specific Steels <\/td>\n<\/tr>\n
129<\/td>\nChapter 6 Weld Cracking
6.1 Introduction
6.2 Shrinkage and Restraint <\/td>\n<\/tr>\n
130<\/td>\n6.3 Types of Weld Cracks <\/td>\n<\/tr>\n
138<\/td>\n6.4 Lamellar Tearing <\/td>\n<\/tr>\n
140<\/td>\n6.5 Reducing Shrinkage Stresses
6.6 Reducing Restraint <\/td>\n<\/tr>\n
141<\/td>\n6.7 Post-Welding Stress Reduction Measures <\/td>\n<\/tr>\n
143<\/td>\nChapter 7 Distortion
7.1 Introduction
7.2 Causes of Distortion <\/td>\n<\/tr>\n
144<\/td>\n7.3 Distortion Control <\/td>\n<\/tr>\n
150<\/td>\n7.4 Specialized Distortion Control Measures <\/td>\n<\/tr>\n
155<\/td>\nChapter 8 Welding Procedure Specifications
8.1 Introduction
8.2 Writing Welding Procedure Specifications <\/td>\n<\/tr>\n
156<\/td>\n8.3 Using Welding Procedure Specifications
8.4 Prequalified Welding Procedure Specifications <\/td>\n<\/tr>\n
158<\/td>\n8.5 Qualified Welding Procedure Specifications
8.6 WPS and AWS D1.5
8.7 WPS and AWS D1.8 <\/td>\n<\/tr>\n
159<\/td>\n8.8 Effects of WPS Variables <\/td>\n<\/tr>\n
162<\/td>\n8.9 Sample Forms
8.10 Code-Compliant vs. Useful WPS <\/td>\n<\/tr>\n
165<\/td>\nChapter 9 Quality of the Welded Connection
9.1 Introduction
9.2 Discontinuities and Defects
9.3 AWS D1.1 and Quality
9.4 Fitness-for-Purpose Criteria <\/td>\n<\/tr>\n
166<\/td>\n9.5 Types of Welding-Related Discontinuities <\/td>\n<\/tr>\n
171<\/td>\n9.6 Metallurgical Deficiences <\/td>\n<\/tr>\n
172<\/td>\n9.7 Types of Base Metal Discontinuities <\/td>\n<\/tr>\n
175<\/td>\nChapter 10 Weld Inspection
10.1 Introduction
10.2 Visual Inspection <\/td>\n<\/tr>\n
176<\/td>\n10.3 Nondestructive Testing\u2014General
10.4 Penetrant Testing <\/td>\n<\/tr>\n
177<\/td>\n10.5 Magnetic Particle Testing <\/td>\n<\/tr>\n
178<\/td>\n10.6 Radiographic Testing <\/td>\n<\/tr>\n
180<\/td>\n10.7 Ultrasonic Testing <\/td>\n<\/tr>\n
181<\/td>\n10.8 Phased Array Ultrasonic Testing
10.9 AISC Specification Chapter N <\/td>\n<\/tr>\n
185<\/td>\nChapter 11 Seismic Welding Issues
11.1 Introduction <\/td>\n<\/tr>\n
186<\/td>\n11.2 The Northridge Earthquake <\/td>\n<\/tr>\n
190<\/td>\n11.4 Seismic Terminology <\/td>\n<\/tr>\n
191<\/td>\n11.5 AWS D1.8 <\/td>\n<\/tr>\n
195<\/td>\n11.6 AISC Seismic Provisions Welding Requirements <\/td>\n<\/tr>\n
200<\/td>\n11.7 AISC Prequalified Connections Welding Requirements
11.8 Welded Details for Prequalfied Connections <\/td>\n<\/tr>\n
213<\/td>\nChapter 12 Fatigue Considerations
12.1 Introduction
12.2 Stress Range <\/td>\n<\/tr>\n
215<\/td>\n12.3 Connection Geometry <\/td>\n<\/tr>\n
220<\/td>\n12.4 Computations <\/td>\n<\/tr>\n
222<\/td>\n12.5 Inspection Issues
12.6 Special Fabrication and Erection Requirements <\/td>\n<\/tr>\n
223<\/td>\n12.7 Limitations to the Appendix 3 Methodology <\/td>\n<\/tr>\n
225<\/td>\nChapter 13 Fracture-Resistant Welded Connections
13.1 Introduction
13.2 Review of Fracture Mechanics <\/td>\n<\/tr>\n
226<\/td>\n13.3 Significance for Welded Connections
13.4 Cracks Versus Planar Flaws <\/td>\n<\/tr>\n
227<\/td>\n13.5 Controlling Stresses
13.6 Controlling Flaw Size, a <\/td>\n<\/tr>\n
229<\/td>\n13.7 Providing Suitable Resistance to Fracture <\/td>\n<\/tr>\n
233<\/td>\n13.8 Interaction of Fatigue and Fracture <\/td>\n<\/tr>\n
235<\/td>\nChapter 14 Special Welding Applications
14.1 Welding of Steel Headed Stud Anchors <\/td>\n<\/tr>\n
237<\/td>\n14.2 Welding on Galvanized Steels <\/td>\n<\/tr>\n
238<\/td>\n14.3 Welding on Primed and Painted Steel
14.4 Welding on Heavy Shapes <\/td>\n<\/tr>\n
240<\/td>\n14.5 Welding on Highly Restrained Members <\/td>\n<\/tr>\n
241<\/td>\n14.6 Welding HSS <\/td>\n<\/tr>\n
244<\/td>\n14.7 Welding AESS <\/td>\n<\/tr>\n
248<\/td>\n14.8 Shop Versus Field Welding
14.9 Welding on Existing Structures <\/td>\n<\/tr>\n
251<\/td>\n14.10 Welds and Mechanical Fasteners <\/td>\n<\/tr>\n
252<\/td>\n14.11 Welding on Members to be Hot-Dip-Galvanized <\/td>\n<\/tr>\n
257<\/td>\n14.12 Cold Temperature Applications <\/td>\n<\/tr>\n
258<\/td>\n14.13 Deck Welding <\/td>\n<\/tr>\n
262<\/td>\n14.14 Welding on In-Place Embed Plates <\/td>\n<\/tr>\n
265<\/td>\n14.15 Heat Shrinking <\/td>\n<\/tr>\n
266<\/td>\n14.16 Buttering <\/td>\n<\/tr>\n
269<\/td>\nChapter 15 Problems and Fixes
15.1 Repairs to Base Metal <\/td>\n<\/tr>\n
270<\/td>\n15.2 Repairs to Cut Edges <\/td>\n<\/tr>\n
271<\/td>\n15.3 Butt Joint Alignment
15.4 Out-of-Tolerance Weld Joints <\/td>\n<\/tr>\n
277<\/td>\n15.5 Fixing Members that are Cut Short <\/td>\n<\/tr>\n
278<\/td>\n15.6 Repair of Mislocated Holes
15.7 Use of Plug Welds in Lieu of Bolts <\/td>\n<\/tr>\n
279<\/td>\n15.8 Repairs to Welds <\/td>\n<\/tr>\n
283<\/td>\n15.9 Heat Shrinking of Q&T Steel
15.10 Unspecified Welds <\/td>\n<\/tr>\n
284<\/td>\n15.11 Welds Made Without Inspection
15.12 Welding on Anchor Rods <\/td>\n<\/tr>\n
285<\/td>\n15.13 Welding Anchor Rod-to-Base Plates
15.14 Removing and Reinstalling Column Base Plates <\/td>\n<\/tr>\n
286<\/td>\n15.15 Repairing Lamellar Tears <\/td>\n<\/tr>\n
289<\/td>\nChapter 16 The Engineer\u2019s Role in Welded Construction
16.1 Introduction
16.2 Selection of Applicable Standards
16.3 Production of Contract Documents <\/td>\n<\/tr>\n
292<\/td>\n16.4 Consideration of Joint Detail Suitability <\/td>\n<\/tr>\n
294<\/td>\n16.5 Specification of Options <\/td>\n<\/tr>\n
295<\/td>\n16.6 Requesting Documentation
16.7 Approving Standard Items
16.8 Specification of Engineer-Initiated Alternatives <\/td>\n<\/tr>\n
296<\/td>\n16.9 Evaluation of Contractor-Initiated Alternatives <\/td>\n<\/tr>\n
300<\/td>\n16.10 Handling Unexpected Construction Difficulties
16.11 Development of Specifications for Work on Existing Structures <\/td>\n<\/tr>\n
303<\/td>\nChapter 17 Economy in Welding
17.1 Introduction
17.2 Selection of Proper Weld Type <\/td>\n<\/tr>\n
306<\/td>\n17.3 Proper Detailing of Welds <\/td>\n<\/tr>\n
313<\/td>\nChapter 18 Welding Safety <\/td>\n<\/tr>\n
315<\/td>\nAcronyms <\/td>\n<\/tr>\n
317<\/td>\nReferences <\/td>\n<\/tr>\n
323<\/td>\nIndex <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Design Guide 21: Welded Connections – A Primer for Engineers, Second Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2017<\/td>\n334<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":189365,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-189361","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\/189361","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\/189365"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=189361"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=189361"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=189361"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}