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AISC D821 17W:2017 Edition

$32.50

Design Guide 21: Welded Connections – A Primer for Engineers, Second Edition

Published By Publication Date Number of Pages
AISC 2017 334
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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.

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PDF Pages PDF Title
1 Design Guide 21 Welded Connections, 2nd. Ed.
5 Author
6 Preface
7 Table of Contents
15 Chapter 1 Introduction
21 Chapter 2 Welding and Thermal Cutting Processes
2.1 Introduction
23 2.2 SMAW
29 2.3 FCAW
35 2.4 SAW
40 2.5 GMAW
46 2.6 ESW/EGW
49 2.7 GTAW
50 2.8 Arc Stud Welding
2.9 Thermal Cutting Processes
53 2.10 Water Jet Cutting
55 Chapter 3 Welded Connection Basics
3.1 Joints
3.2 Weld Types—General
3.3 Complete-Joint-Penetration Groove Welds
60 3.4 Partial-Joint-Penetration Groove Welds
63 3.5 Fillet Welds
68 3.6 Plug/Slot Welds
69 3.7 Puddle Welds
3.8 Interaction of Joint and Weld Types
3.9 Selection of Weld Types
3.10 Required Filler Metal Strength
72 3.11 Determining Weld Strength
74 3.12 Specific Requirements for Various Joints
76 3.13 Welding Symbols
79 Chapter 4 Details of Welded Connections
4.1 Principles of Connections Design
89 4.2 Welded Connection Details
99 4.3 Specific Welded Connections
104 4.4 Special Welds
111 Chapter 5 Metallurgical Issues
5.1 Introduction
5.2 Steel—Properties of Interest
113 5.3 Descriptions of Steel Groups
114 5.4 Welding Requirements for Specific Steels
129 Chapter 6 Weld Cracking
6.1 Introduction
6.2 Shrinkage and Restraint
130 6.3 Types of Weld Cracks
138 6.4 Lamellar Tearing
140 6.5 Reducing Shrinkage Stresses
6.6 Reducing Restraint
141 6.7 Post-Welding Stress Reduction Measures
143 Chapter 7 Distortion
7.1 Introduction
7.2 Causes of Distortion
144 7.3 Distortion Control
150 7.4 Specialized Distortion Control Measures
155 Chapter 8 Welding Procedure Specifications
8.1 Introduction
8.2 Writing Welding Procedure Specifications
156 8.3 Using Welding Procedure Specifications
8.4 Prequalified Welding Procedure Specifications
158 8.5 Qualified Welding Procedure Specifications
8.6 WPS and AWS D1.5
8.7 WPS and AWS D1.8
159 8.8 Effects of WPS Variables
162 8.9 Sample Forms
8.10 Code-Compliant vs. Useful WPS
165 Chapter 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
166 9.5 Types of Welding-Related Discontinuities
171 9.6 Metallurgical Deficiences
172 9.7 Types of Base Metal Discontinuities
175 Chapter 10 Weld Inspection
10.1 Introduction
10.2 Visual Inspection
176 10.3 Nondestructive Testing—General
10.4 Penetrant Testing
177 10.5 Magnetic Particle Testing
178 10.6 Radiographic Testing
180 10.7 Ultrasonic Testing
181 10.8 Phased Array Ultrasonic Testing
10.9 AISC Specification Chapter N
185 Chapter 11 Seismic Welding Issues
11.1 Introduction
186 11.2 The Northridge Earthquake
190 11.4 Seismic Terminology
191 11.5 AWS D1.8
195 11.6 AISC Seismic Provisions Welding Requirements
200 11.7 AISC Prequalified Connections Welding Requirements
11.8 Welded Details for Prequalfied Connections
213 Chapter 12 Fatigue Considerations
12.1 Introduction
12.2 Stress Range
215 12.3 Connection Geometry
220 12.4 Computations
222 12.5 Inspection Issues
12.6 Special Fabrication and Erection Requirements
223 12.7 Limitations to the Appendix 3 Methodology
225 Chapter 13 Fracture-Resistant Welded Connections
13.1 Introduction
13.2 Review of Fracture Mechanics
226 13.3 Significance for Welded Connections
13.4 Cracks Versus Planar Flaws
227 13.5 Controlling Stresses
13.6 Controlling Flaw Size, a
229 13.7 Providing Suitable Resistance to Fracture
233 13.8 Interaction of Fatigue and Fracture
235 Chapter 14 Special Welding Applications
14.1 Welding of Steel Headed Stud Anchors
237 14.2 Welding on Galvanized Steels
238 14.3 Welding on Primed and Painted Steel
14.4 Welding on Heavy Shapes
240 14.5 Welding on Highly Restrained Members
241 14.6 Welding HSS
244 14.7 Welding AESS
248 14.8 Shop Versus Field Welding
14.9 Welding on Existing Structures
251 14.10 Welds and Mechanical Fasteners
252 14.11 Welding on Members to be Hot-Dip-Galvanized
257 14.12 Cold Temperature Applications
258 14.13 Deck Welding
262 14.14 Welding on In-Place Embed Plates
265 14.15 Heat Shrinking
266 14.16 Buttering
269 Chapter 15 Problems and Fixes
15.1 Repairs to Base Metal
270 15.2 Repairs to Cut Edges
271 15.3 Butt Joint Alignment
15.4 Out-of-Tolerance Weld Joints
277 15.5 Fixing Members that are Cut Short
278 15.6 Repair of Mislocated Holes
15.7 Use of Plug Welds in Lieu of Bolts
279 15.8 Repairs to Welds
283 15.9 Heat Shrinking of Q&T Steel
15.10 Unspecified Welds
284 15.11 Welds Made Without Inspection
15.12 Welding on Anchor Rods
285 15.13 Welding Anchor Rod-to-Base Plates
15.14 Removing and Reinstalling Column Base Plates
286 15.15 Repairing Lamellar Tears
289 Chapter 16 The Engineer’s Role in Welded Construction
16.1 Introduction
16.2 Selection of Applicable Standards
16.3 Production of Contract Documents
292 16.4 Consideration of Joint Detail Suitability
294 16.5 Specification of Options
295 16.6 Requesting Documentation
16.7 Approving Standard Items
16.8 Specification of Engineer-Initiated Alternatives
296 16.9 Evaluation of Contractor-Initiated Alternatives
300 16.10 Handling Unexpected Construction Difficulties
16.11 Development of Specifications for Work on Existing Structures
303 Chapter 17 Economy in Welding
17.1 Introduction
17.2 Selection of Proper Weld Type
306 17.3 Proper Detailing of Welds
313 Chapter 18 Welding Safety
315 Acronyms
317 References
323 Index
AISC D821 17W
$32.50