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Akbar Tamboli, P.E. is senior vice president at Thornton/Tomasetti Structural Engineers n++ one of the foremost Structural Engineering firms. He was formerly vice president and project manager with Cantor Consulting Engineers in New York where he was responsible for several major projects. A Fellow of the American Society of Civil Engineers and Professional Engineer, Tamboli is the editor of Steel Design Handbook: LRFD Method.
.Contributors | p. xiii |
Preface to the Second Edition | p. xv |
Preface to the First Edition | p. xvii |
Acknowledgments | p. xix |
Fasteners and Welds for Structural Connections | p. 1 |
introduction | p. 2 |
Bolted Connections | p. 2 |
Types of bolts | p. 2 |
Washer requirements | p. 4 |
Pretensioned and snug-tight bolts | p. 5 |
Bearing-type versus slip-critical joints | p. 5 |
Bolts in combination with welds | p. 7 |
Standard, oversized, short-slotted, and long-slotted holes | p. 8 |
Edge distances and spacing of bolts | p. 9 |
Installation | p. 11 |
Welded Connections | p. 14 |
Types of welds | p. 14 |
Welding symbols | p. 20 |
Welding material | p. 25 |
Welding positions | p. 25 |
Weld procedures | p. 26 |
Weld quality | p. 30 |
Methods for determining strength of skewed fillet welds | p. 32 |
Obliquely loaded concentric fillet weld groups | p. 34 |
References | p. 36 |
Design of Connections for Axial, Moment, and Shear Forces | p. 37 |
Introduction | p. 38 |
Philosophy | p. 39 |
General procedure | p. 39 |
Economic considerations | p. 39 |
Types of connections | p. 40 |
Organization | p. 40 |
Axial Force Connections | p. 41 |
Bracing connections | p. 41 |
Truss connections | p. 89 |
Hanger connections | p. 102 |
Column base plates | p. 109 |
Splices-columns and truss chords | p. 111 |
Moment Connections | p. 126 |
Introduction | p. 126 |
Example-three-way moment connection | p. 127 |
Shear Connections | p. 136 |
Introduction | p. 136 |
Framed connections | p. 137 |
Skewed connections | p. 139 |
Seated connections | p. 145 |
Beam shear splices | p. 148 |
Extended single plate shear connections (shear tabs) | p. 151 |
Miscellaneous Connections | p. 155 |
Simple beam connections under shear and axial load | p. 155 |
Reinforcement of axial force connections | p. 162 |
Extended tab with axial | p. 165 |
References | p. 169 |
Welded Joint Design and Production | p. 171 |
Structural Steels for Welded Construction | p. 173 |
Introduction | p. 173 |
Modern base metals for welding | p. 174 |
Older and miscellaneous base metals | p. 179 |
Weld Cracking/Solutions | p. 183 |
Centerlfne cracking | p. 184 |
Heat-affected zone cracking | p. 186 |
Transverse cracking | p. 189 |
Welding Processes | p. 190 |
SMAW | p. 190 |
FCAW | p. 191 |
SAW | p. 193 |
GMAW | p. 195 |
ESW/EGW | p. 198 |
GTAW | p. 200 |
Welding Process Selection | p. 201 |
Joint requirements | p. 201 |
Process capabilities | p. 203 |
Special situations | p. 205 |
Welding Procedures | p. 206 |
Effects of welding variables | p. 207 |
Purpose of welding procedure specifications (WPSs) | p. 210 |
Prequallfled welding procedure specifications | p. 213 |
Guidelines for preparing prequalified WPSs | p. 215 |
Qualifying welding procedures by test | p. 215 |
Approval of WPSs | p. 218 |
Weld Size Determination | p. 218 |
Strength of welded connections | p. 218 |
Variables affecting welded connection strength | p. 219 |
Determining throat size for tension or shear loads | p. 220 |
Determining throat size for compressive loads | p. 221 |
Practical approach to determine weld size for bending or torsional loads | p. 222 |
Treat weld as a line | p. 222 |
Use standard formulas to find force on weld | p. 223 |
Filler metal strength requirements | p. 226 |
Welding Cost Analysis | p. 230 |
Techniques to Limit Distortion | p. 232 |
Why distortion occurs | p. 232 |
Control of distortion | p. 232 |
Special Welding Issues far Seismically Resistant Structures | p. 234 |
Introduction and background | p. 234 |
General review of welding engineering principles | p. 236 |
Unique aspects of seismically loaded welded structures | p. 240 |
Design of seismically resistant welded structures | p. 241 |
Materials | p. 256 |
Workmanship | p. 262 |
Inspection | p. 265 |
Post-Northrldge details | p. 268 |
References | p. 272 |
Partially Restrained Connections | p. 273 |
Introduction | p. 273 |
Connection Classification | p. 275 |
Connection stiffness | p. 277 |
Connection strength | p. 279 |
Connection ductility | p. 279 |
Derivation of M-¿ curves | p. 281 |
Analysis | p. 282 |
Design of Bolted PR Connections | p. 285 |
Coiumn-welded-beam-bolted connections | p. 288 |
4.3.2 | p. 302 |
4.3.3 | p. 313 |
4.3.4 | p. 322 |
Considerations for Analysis of PR Frames | p. 322 |
References | p. 325 |
Seismic Design of Connections | p. 329 |
Special Design issues for Seismic Design | p. 329 |
Connection Design Requirements for Various Structural Systems | p. 334 |
Design of Special Moment-Frame Connections | p. 337 |
Introduction | p. 337 |
Post-Northridge developments in connection design | p. 341 |
Toughened connections | p. 341 |
Strengthened connections | p. 342 |
Weakened connections | p. 348 |
Concentrically Braced Frames | p. 353 |
Introduction | p. 353 |
Connection design and example | p. 355 |
Eccentrically Braced Frames | p. 364 |
Buckling Restrained Braced Frames | p. 365 |
Special Plate Shear Walls | p. 365 |
Other Connections in Seismic Frames | p. 365 |
References | p. 367 |
Structural Steel Details | p. 371 |
Steel Connection Details | p. 372 |
Composite Construction Details | p. 384 |
Roof Decking Details | p. 387 |
Steel Joists and Girder Details | p. 369 |
Steel Bracing Details | p. 394 |
Overhead Crane-Support Detafis | p. 398 |
Cold-Formed Metal-Framing Details | p. 402 |
Reference | p. 415 |
Connection Design for Special Structures | p. 417 |
Introduction | p. 417 |
Lateral Load Systems | p. 420 |
Long-Span Trusses | p. 422 |
Space-Frame Structures | p. 426 |
Examples of Connections for Special Structures | p. 430 |
Building Information Model (BIM) | p. 444 |
Conclusion | p. 453 |
References | p. 454 |
Inspection and Quality Control | p. 455 |
Fastener Quality Control and Testing | p. 456 |
Bolt Preinstallation Inspection | p. 458 |
Bolt Installation and Inspection | p. 459 |
Turn-of-nut installation method | p. 459 |
Calibrated-wrench installation method | p. 461 |
Direct tension indicator installation method | p. 462 |
Twist-off-type tension-control bolt installation method | p. 463 |
Lock pin and collar installation method | p. 464 |
Bolt inspection procedures | p. 464 |
Arbitration of disputes | p. 465 |
Bolt Inspection Issues | p. 465 |
Hole punching and drilling | p. 465 |
Bolt storage and control | p. 466 |
Lubrication | p. 467 |
Bolt stickout | p. 468 |
Washers | p. 469 |
Systematic tightening | p. 470 |
Reuse of bolts previously tightened | p. 471 |
Inspection Prior to Welding | p. 471 |
Welding processes | p. 742 |
Welding procedures | p. 478 |
Welding personnel | p. 479 |
Base metal quality | p. 480 |
Joint preparation and fit-up | p. 480 |
Welding equipment | p. 481 |
Welding consumables | p. 481 |
Welding conditions | p. 481 |
Preheat | p. 482 |
Inspection During and After Welding | p. 482 |
Nondestructive Testing | p. 482 |
Weld Acceptance Criteria | p. 485 |
Welding Inspector Certification Programs | p. 486 |
Steel Deck Connections | p. 489 |
References | p. 505 |
Connections to Composite Members | p. 507 |
Introduction | p. 509 |
General Design Considerations | p. 509 |
Strength and stiffness | p. 509 |
Stability | p. 510 |
Serviceability | p. 510 |
Cyclic behavior | p. 510 |
Beam-to-Walf Connections | p. 511 |
Introductory remarks | p. 511 |
Qualitative discussion about outrigger beam-wall connection and coupling beam-wall connection | p. 512 |
Design of steel or steel-concrete composite coupling beam-wall connections | p. 519 |
Design of outrigger beam-wall connections | p. 526 |
Joints between Steel Beams and Reinforced Concrete Columns | p. 533 |
Introduction | p. 533 |
Joint behavior | p. 534 |
Joint detailing | p. 535 |
Joint forces | p. 535 |
Effective Joint width | p. 538 |
Strength requirements | p. 539 |
Limitations | p. 545 |
Connections to Concrete-Filled Tube (CFT) Columns | p. 545 |
Introduction | p. 545 |
Current practice | p. 546 |
Problems associated with welding beams to CFT columns | p. 546 |
Possible connection detail | p. 547 |
Force transfer mechanism for through-beam connection detail | p. 562 |
Tentative design provisions for through-beam connection detail | p. 567 |
References | p. 575 |
Notations (for Sec. 10.3) | p. 576 |
Structural Shapes-Dimensions and General Information | p. 579 |
Welding Symbols | p. 599 |
SI Metric Conversion Table | p. 603 |
Nomenclature | p. 605 |
Index | p. 613 |
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