Preface to the Third Edition | | ix | (4) |
Preface to the Second Edition | | xiii | (2) |
Preface to the First Edition | | xv | |
| Chapter 1. Basic Concepts and Components | | | 1 | (48) |
| | 2 | (3) |
| | 3 | (2) |
| 1.2 The Basic Hoisting Mechanism | | | 5 | (5) |
| 1.3 Drums, Hoists, and Sheaves | | | 10 | (12) |
| | 12 | (2) |
| | 14 | (1) |
| | 15 | (2) |
| | 17 | (1) |
| | 18 | (4) |
| 1.4 Wire Rope and Fittings | | | 22 | (5) |
| | 26 | (1) |
| | 27 | (1) |
| 1.5 The Basic Luffing Mechanism | | | 27 | (9) |
| | 36 | (8) |
| | 39 | (1) |
| Recognizing Critical Conditions | | | 39 | (1) |
| | 40 | (4) |
| 1.7 Basis for Load Ratings | | | 44 | (5) |
| | 44 | (2) |
| Stability Against Overturning | | | 46 | (3) |
| Chapter 2. Crane and Derrick Configurations | | | 49 | (68) |
| | 49 | (1) |
| | 50 | (15) |
| | 50 | (3) |
| | 53 | (2) |
| | 55 | (2) |
| | 57 | (3) |
| | 60 | (5) |
| | 65 | (24) |
| Crawler, Truck, All Terrain, and Rough Terrain Carriers | | | 66 | (5) |
| | 71 | (12) |
| Telescoping Cantilevered Boom Cranes | | | 83 | (6) |
| 2.4 Hammerhead and Luffing Jib Tower Cranes | | | 89 | (14) |
| | 91 | (5) |
| | 96 | (7) |
| 2.5 Pedestal-, Portal-, and Tower-Mounted Cranes | | | 103 | (1) |
| 2.6 Overhead and Gantry Cranes | | | 104 | (2) |
| 2.7 Unconventional Lifting Devices | | | 106 | (11) |
| | 106 | (4) |
| Hydraulic Telescoping Gantries | | | 110 | (7) |
| Chapter 3. Loads and Forces | | | 117 | (62) |
| | 117 | (4) |
| | 119 | (1) |
| | 120 | (1) |
| | 121 | (5) |
| | 121 | (2) |
| | 123 | (1) |
| Effects of Load Distribution | | | 123 | (1) |
| | 124 | (1) |
| | 125 | (1) |
| Misalignment and Skewness | | | 125 | (1) |
| | 126 | (1) |
| | 126 | (18) |
| | 127 | (13) |
| | 140 | (4) |
| | 144 | (35) |
| | 145 | (3) |
| | 148 | (8) |
| | 156 | (9) |
| Statistical Wind Verses Real Wind | | | 165 | (1) |
| | 166 | (10) |
| The ASCE 7-95 Wind Load Provisions | | | 176 | (1) |
| Summary of Procedures for Calculating Out-of-Service Wind Forces | | | 177 | (2) |
| Chapter 4. Stability Against Overturning | | | 179 | (52) |
| | 179 | (1) |
| General Concept of Stability | | | 180 | (1) |
| | 180 | (22) |
| Location of Tipping Fulcrum on Outriggers | | | 181 | (2) |
| | 183 | (3) |
| Location of Crawler Crane Tipping Fulcrum | | | 186 | (3) |
| Location of Tipping Fulcrum for Mobile Cranes on Tires | | | 189 | (1) |
| | 190 | (3) |
| Effect of Out-of-Level Operation | | | 193 | (7) |
| | 200 | (1) |
| | 201 | (1) |
| | 202 | (9) |
| Elastic Deflections of Tower Cranes | | | 204 | (5) |
| | 209 | (1) |
| | 210 | (1) |
| | 211 | (6) |
| | 217 | (1) |
| | 218 | (13) |
| | 218 | (2) |
| Inertial Forces Affecting Stability | | | 220 | (11) |
| Chapter 5. Mobile-Crane Installations | | | 231 | (120) |
| | 232 | (3) |
| | 235 | (4) |
| | 239 | (5) |
| 5.4 Lift and Swing Clearances | | | 244 | (24) |
| | 244 | (1) |
| | 245 | (9) |
| Swing Clearance with Jib Mounted | | | 254 | (14) |
| Clearance of Other Crane Appurtenances | | | 268 | (1) |
| 5.5 Crane Loads to the Supporting Surface | | | 268 | (24) |
| | 271 | (13) |
| | 284 | (7) |
| | 291 | (1) |
| | 292 | (1) |
| | 292 | (25) |
| | 293 | (2) |
| | 295 | (1) |
| | 296 | (5) |
| | 301 | (4) |
| Operations Near Cellar Walls | | | 305 | (5) |
| Operations Near Slopes and Retaining Walls | | | 310 | (4) |
| Operations on Structural Decks and Bridges | | | 314 | (3) |
| | 317 | (3) |
| 5.8 Positioning the Crane | | | 320 | (4) |
| | 324 | (1) |
| | 324 | (1) |
| | 325 | (3) |
| | 326 | (1) |
| | 326 | (2) |
| 5.11 Multiple Crane Lifts | | | 328 | (23) |
| | 328 | (1) |
| | 329 | (8) |
| | 337 | (7) |
| | 344 | (4) |
| | 348 | (3) |
| Chapter 6. Tower Crane Installations | | | 351 | (102) |
| | 351 | (5) |
| Loads Acting on Tower Cranes | | | 353 | (3) |
| 6.2 Selection and Positioning | | | 356 | (5) |
| 6.3 Static-Mounted Cranes | | | 361 | (27) |
| | 363 | (8) |
| | 371 | (7) |
| Ballasted or Knee-Braced Bases | | | 378 | (2) |
| Variations on the Static Mount | | | 380 | (3) |
| | 383 | (5) |
| 6.4 Braced and Guyed Towers | | | 388 | (28) |
| | 388 | (1) |
| | 389 | (7) |
| | 396 | (3) |
| Exact Analysis of a Guyed Mast | | | 399 | (9) |
| | 408 | (2) |
| | 410 | (6) |
| 6.5 Internal Climbing Cranes | | | 416 | (18) |
| | 419 | (7) |
| Moments and Horizontal Loads | | | 426 | (3) |
| | 429 | (2) |
| Supporting Horizontal Loads | | | 431 | (3) |
| | 434 | (3) |
| 6.7 Erection and Dismantling | | | 437 | (13) |
| | 438 | (4) |
| | 442 | (3) |
| | 445 | (2) |
| | 447 | (3) |
| 6.8 Tower Crane Operation | | | 450 | (3) |
| Chapter 7. Derrick Installations | | | 453 | (72) |
| | 453 | (2) |
| 7.2 Chicago Boom Derricks | | | 455 | (21) |
| | 459 | (13) |
| | 472 | (2) |
| | 474 | (2) |
| | 476 | (15) |
| | 477 | (7) |
| | 484 | (6) |
| | 490 | (1) |
| | 491 | (9) |
| | 494 | (1) |
| | 495 | (5) |
| | 500 | (11) |
| 7.6 Other Derrick Forms and Details | | | 511 | (8) |
| | 516 | (2) |
| | 518 | (1) |
| | 519 | (4) |
| | 523 | (2) |
| Chapter 8. Controlling Risk | | | 525 | (62) |
| | 525 | (1) |
| 8.2 Sources of Risk in Lifting Operations | | | 526 | (15) |
| Pressure from Cost/Time Constraints | | | 529 | (2) |
| | 531 | (1) |
| | 531 | (1) |
| | 532 | (1) |
| Unreasonable Demands of Management | | | 533 | (1) |
| | 534 | (2) |
| | 536 | (1) |
| | 537 | (1) |
| | 538 | (1) |
| | 538 | (1) |
| | 539 | (2) |
| | 541 | (10) |
| | 541 | (1) |
| | 542 | (1) |
| | 543 | (2) |
| | 545 | (2) |
| | 547 | (2) |
| Assigning Responsibilities | | | 549 | (2) |
| | 551 | (2) |
| | 553 | (28) |
| | 554 | (1) |
| Reduction of Overturning Accidents | | | 555 | (3) |
| | 558 | (2) |
| | 560 | (1) |
| | 561 | (1) |
| | 562 | (1) |
| | 562 | (7) |
| | 569 | (1) |
| Prevention of Boom-Over-Cab Accidents | | | 570 | (2) |
| Avoidance of Rope Failures | | | 572 | (2) |
| Rope Inspection and Discard | | | 574 | (1) |
| | 574 | (2) |
| | 576 | (1) |
| | 577 | (1) |
| Erection, Dismantling, and Climbing Accidents | | | 578 | (1) |
| Other Causes of Accidents | | | 579 | (1) |
| Lifting Personnel with Cranes | | | 580 | (1) |
| | 581 | (2) |
| 8.7 A Rational Means for Controlling Risk | | | 583 | (4) |
| Quantification of Risk Elements | | | 583 | (1) |
| | 584 | (1) |
| | 585 | (1) |
Appendix A. Conversions Between U.S. Customery, SI, and other Metric Units | | 587 | (2) |
Appendix B. Glossary of Crane and Derrick Terms | | 589 | (12) |
Index | | 601 | |