- Page 1 and 2: ANSI/AISC 360-16 An American Nation
- Page 3 and 4: 16.1-iii PREFACE (This Preface is n
- Page 5 and 6: PREFACE 16.1-v The Committee honors
- Page 7 and 8: TABLE OF CONTENTS 16.1-vii 1. Class
- Page 9 and 10: TABLE OF CONTENTS 16.1-ix F12. Unsy
- Page 11 and 12: TABLE OF CONTENTS 16.1-xi I6. Load
- Page 13 and 14: TABLE OF CONTENTS 16.1-xiii 7. Unfr
- Page 15 and 16: TABLE OF CONTENTS 16.1-xv APPENDIX
- Page 17 and 18: TABLE OF CONTENTS 16.1-xvii 7.3 Fir
- Page 19 and 20: TABLE OF CONTENTS 16.1-xix F3. Doub
- Page 21: TABLE OF CONTENTS 16.1-xxi I5. Comb
- Page 25 and 26: TABLE OF CONTENTS 16.1-xxv 4.3. Des
- Page 27 and 28: SYMBOLS 16.1-xxv Symbol Definition
- Page 29 and 30: SYMBOLS 16.1-xxix Symbol Definition
- Page 31 and 32: SYMBOLS 16.1-xxxi Symbol Definition
- Page 33 and 34: SYMBOLS 16.1-xxxiii Symbol Definiti
- Page 35 and 36: SYMBOLS 16-xxxv Symbol Definition S
- Page 37 and 38: SYMBOLS 16-xxxvii Symbol Definition
- Page 39 and 40: SYMBOLS 16-xxxix Symbol Definition
- Page 41 and 42: 16-xli GLOSSARY Notes: (1) Terms de
- Page 43 and 44: GLOSSARY 16.1-xliii Concrete crushi
- Page 45 and 46: GLOSSARY 16.1-xlv Filler metal. Met
- Page 47 and 48: GLOSSARY 16.1-xlvii Length effects.
- Page 49 and 50: GLOSSARY 16.1-xlix Point brace. Bra
- Page 51 and 52: GLOSSARY 16.1-li Single-concentrate
- Page 53 and 54: GLOSSARY 16.1-liii Uneven load dist
- Page 55 and 56: ABBREVIATIONS 16.1-lv QCP (quality
- Page 57 and 58: 16.1-1 CHAPTER A GENERAL PROVISIONS
- Page 59 and 60: Sect. A2.] REFERENCED SPECIFICATION
- Page 61 and 62: Sect. A2.] REFERENCED SPECIFICATION
- Page 63 and 64: Sect. A3.] MATERIAL 16.1-7 (a) Hot-
- Page 65 and 66: Sect. A3.] MATERIAL 16.1-9 (b) Nuts
- Page 67 and 68: 16.1-11 CHAPTER B DESIGN REQUIREMEN
- Page 69 and 70: Sect. B3.] DESIGN BASIS 16.1-13 The
- Page 71 and 72: Sect. B3.] DESIGN BASIS 16.1-15 (c)
- Page 73 and 74:
Sect. B4.] MEMBER PROPERTIES 16.1-1
- Page 75 and 76:
Sect. B4.] MEMBER PROPERTIES 16.1-1
- Page 77 and 78:
Sect. B7.] EVALUATION OF EXISTING S
- Page 79 and 80:
Sect. C2.] CALCULATION OF REQUIRED
- Page 81 and 82:
Sect. C2.] CALCULATION OF REQUIRED
- Page 83 and 84:
Sect. C3.] CALCULATION OF AVAILABLE
- Page 85 and 86:
Sect. D5.] PIN-CONNECTED MEMBERS 16
- Page 87 and 88:
Sect. D6.] EYEBARS 16.1-31 (a) For
- Page 89 and 90:
16.1-33 CHAPTER E DESIGN OF MEMBERS
- Page 91 and 92:
Sect. E3.] FLEXURAL BUCKLING OF MEM
- Page 93 and 94:
Sect. E4.] TORSIONAL AND FLEXUAL-TO
- Page 95 and 96:
Sect. E6.] BUILT-UP MEMBERS 16.1-39
- Page 97 and 98:
Sect. E6.] BUILT-UP MEMBERS 16.1-41
- Page 99 and 100:
Sect. E7.] MEMBERS WITH SLENDER ELE
- Page 101 and 102:
Chap. F] DESIGN OF MEMBERS FOR FLEX
- Page 103 and 104:
(c) When L b > L r M n = F cr S x
- Page 105 and 106:
Sect. F3.] DOUBLY SYMMETRIC I-SHAPE
- Page 107 and 108:
Sect. F4.] OTHER I-SHAPED MEMBERS W
- Page 109 and 110:
Sect. F4.] OTHER I-SHAPED MEMBERS W
- Page 111 and 112:
Sect. F5.] DOUBLY SYMMETRIC AND SIN
- Page 113 and 114:
Sect. F7.] SQUARE AND RECTANGULAR H
- Page 115 and 116:
Sect. F8.] ROUND HSS 16.1-59 L r ,
- Page 117 and 118:
Sect. F9.] TEES AND DOUBLE ANGLES L
- Page 119 and 120:
Sect. F10.] SINGLE ANGLES 16.1-63 I
- Page 121 and 122:
Sect. F11.] RECTANGULAR BARS AND RO
- Page 123 and 124:
Sect. F13.] PROPORTIONS OF BEAMS AN
- Page 125 and 126:
Sect. F13.] PROPORTIONS OF BEAMS AN
- Page 127 and 128:
Sect. G2.] I-SHAPED MEMBERS AND CHA
- Page 129 and 130:
Sect. G2.] I-SHAPED MEMBERS AND CHA
- Page 131 and 132:
Sect. G6.] WEAK-AXIS SHEAR IN DOUBL
- Page 133 and 134:
16.1-77 CHAPTER H DESIGN OF MEMBERS
- Page 135 and 136:
Sect. H1.] DOUBLY AND SINGLY SYMMET
- Page 137 and 138:
Sect. H3.] MEMBERS SUBJECT TO TORSI
- Page 139 and 140:
Sect. H3.] MEMBERS SUBJECT TO TORSI
- Page 141 and 142:
Sect. H4.] RUPTURE OF FLANGES WITH
- Page 143 and 144:
Sect. I1.] GENERAL PROVISIONS 16.1-
- Page 145 and 146:
Sect. I1.] GENERAL PROVISIONS 16.1-
- Page 147 and 148:
Sect. I2.] AXIAL FORCE 16.1-91 (b)
- Page 149 and 150:
Sect. I2.] AXIAL FORCE 16.1-93 2. F
- Page 151 and 152:
Sect. I3.] FLEXURE 16.1-95 1b. Stre
- Page 153 and 154:
Sect. I3.] FLEXURE 16.1-97 V′, be
- Page 155 and 156:
Sect. I5.] COMBINED FLEXURE AND AXI
- Page 157 and 158:
Sect. I6.] LOAD TRANSFER 16.1-101 P
- Page 159 and 160:
Sect. I6.] LOAD TRANSFER 16.1-103 3
- Page 161 and 162:
Sect. I8.] STEEL ANCHORS 16.1-105 2
- Page 163 and 164:
Sect. I8.] STEEL ANCHORS 16.1-107 h
- Page 165 and 166:
Sect. I8.] STEEL ANCHORS 16.1-109 3
- Page 167 and 168:
Sect. I8.] STEEL ANCHORS 16.1-111 F
- Page 169 and 170:
16.1-113 CHAPTER J DESIGN OF CONNEC
- Page 171 and 172:
Sect. J1.] GENERAL PROVISIONS 16.1-
- Page 173 and 174:
Sect. J2.] WELDS 16.1-117 TABLE J2.
- Page 175 and 176:
Sect. J2.] WELDS 16.1-119 TABLE J2.
- Page 177 and 178:
Sect. J2.] WELDS 16.1-121 • Welds
- Page 179 and 180:
Sect. J2.] WELDS 16.1-123 Nominal E
- Page 181 and 182:
Sect. J2.] WELDS 16.1-125 5. Combin
- Page 183 and 184:
Sect. J3.] BOLTS AND THREADED PARTS
- Page 185 and 186:
Sect. J3.] BOLTS AND THREADED PARTS
- Page 187 and 188:
Sect. J3.] BOLTS AND THREADED PARTS
- Page 189 and 190:
Sect. J3.] BOLTS AND THREADED PARTS
- Page 191 and 192:
Sect. J3.] BOLTS AND THREADED PARTS
- Page 193 and 194:
Sect. J4.] AFFECTED ELEMENTS OF MEM
- Page 195 and 196:
Sect. J6.] SPLICES 16.1-139 J5. FIL
- Page 197 and 198:
Sect. J9.] ANCHOR RODS AND EMBEDMEN
- Page 199 and 200:
Sect. J10.] FLANGES AND WEBS WITH C
- Page 201 and 202:
Sect. J10.] FLANGES AND WEBS WITH C
- Page 203 and 204:
Sect. J10.] FLANGES AND WEBS WITH C
- Page 205 and 206:
16.1-149 CHAPTER K ADDITIONAL REQUI
- Page 207 and 208:
Sect.K2.] CONCENTRATED FORCES ON HS
- Page 209 and 210:
Sect. K4.] HSS-TO-HSS MOMENT CONNEC
- Page 211 and 212:
Sect. K4.] HSS-TO-HSS MOMENT CONNEC
- Page 213 and 214:
Sect. K4.] HSS-TO-HSS MOMENT CONNEC
- Page 215 and 216:
Sect. K5.] WELDS OF PLATES AND BRAN
- Page 217 and 218:
Sect. K5.] WELDS OF PLATES AND BRAN
- Page 219 and 220:
Sect. K5.] WELDS OF PLATES AND BRAN
- Page 221 and 222:
16.1-165 CHAPTER L DESIGN FOR SERVI
- Page 223 and 224:
16.1-167 CHAPTER M FABRICATION AND
- Page 225 and 226:
Sect. M2.] FABRICATION 16.1-169 Bol
- Page 227 and 228:
Sect. M4.] ERECTION 16.1-171 from m
- Page 229 and 230:
Sect. N1.] GENERAL PROVISIONS 16.1-
- Page 231 and 232:
Sect. N5.] MINIMUM REQUIREMENTS FOR
- Page 233 and 234:
Sect. N5.] MINIMUM REQUIREMENTS FOR
- Page 235 and 236:
Sect. N5.] MINIMUM REQUIREMENTS FOR
- Page 237 and 238:
Sect. N5.] MINIMUM REQUIREMENTS FOR
- Page 239 and 240:
Sect. N5.] MINIMUM REQUIREMENTS FOR
- Page 241 and 242:
16.1-185 APPENDIX 1 DESIGN BY ADVAN
- Page 243 and 244:
App. 1.3.] DESIGN BY INELASTIC ANAL
- Page 245 and 246:
App. 1.3.] DESIGN BY INELASTIC ANAL
- Page 247 and 248:
App. 1.3.] DESIGN BY INELASTIC ANAL
- Page 249 and 250:
App. 2.2.] IMPROVED DESIGN FOR POND
- Page 251 and 252:
App. 2.2.] IMPROVED DESIGN FOR POND
- Page 253 and 254:
App. 3.3.] PLAIN MATERIAL AND WELDE
- Page 255 and 256:
App. 3.4.] BOLTS AND THREADED PARTS
- Page 257 and 258:
App. 3.6.] NONDESTRUCTIVE EXAMINATI
- Page 259 and 260:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 261 and 262:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 263 and 264:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 265 and 266:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 267 and 268:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 269 and 270:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 271 and 272:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 273 and 274:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 275 and 276:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 277 and 278:
Table A-3.1.] FATIGUE DESIGN PARAME
- Page 279 and 280:
App. 4.2.] STRUCTURAL DESIGN FOR FI
- Page 281 and 282:
App. 4.2.] STRUCTURAL DESIGN FOR FI
- Page 283 and 284:
App. 4.2.] STRUCTURAL DESIGN FOR FI
- Page 285 and 286:
App. 4.2.] STRUCTURAL DESIGN FOR FI
- Page 287 and 288:
App. 4.3.] DESIGN BY QUALIFICATION
- Page 289 and 290:
16.1-233 APPENDIX 5 EVALUATION OF E
- Page 291 and 292:
App 5.4.] EVALUATION BY LOAD TESTS
- Page 293 and 294:
16.1-237 APPENDIX 6 MEMBER STABILIT
- Page 295 and 296:
App. 6.2.] COLUMN BRACING 16.1-239
- Page 297 and 298:
App. 6.3.] BEAM BRACING 16.1-241 wh
- Page 299 and 300:
App. 6.4.] BEAM-COLUMN BRACING 16.1
- Page 301 and 302:
16.1-245 APPENDIX 7 ALTERNATIVE MET
- Page 303 and 304:
App. 7.3.] FIRST-ORDER ANALYSIS MET
- Page 305 and 306:
16.1-249 APPENDIX 8 APPROXIMATE SEC
- Page 307 and 308:
App. 8.2.] CALCULATION PROCEDURE 16
- Page 309 and 310:
16.1-253 COMMENTARY on the Specific
- Page 311 and 312:
COMMENTARY SYMBOLS 16.1-255 a Braci
- Page 313 and 314:
COMMENTARY GLOSSARY 16.1-257 Plasti
- Page 315 and 316:
Comm. A3.] MATERIAL 16.1-259 The Co
- Page 317 and 318:
Comm. A3.] MATERIAL 16.1-261 TABLE
- Page 319 and 320:
Comm. A3.] MATERIAL 16.1-263 1c. Ro
- Page 321 and 322:
Comm. A3.] MATERIAL 16.1-265 4. Anc
- Page 323 and 324:
16.1-267 CHAPTER B DESIGN REQUIREME
- Page 325 and 326:
Comm. B3.] DESIGN BASIS 16.1-269 Th
- Page 327 and 328:
Comm. B3.] DESIGN BASIS 16.1-271 Th
- Page 329 and 330:
Comm. B3.] DESIGN BASIS 16.1-273 Th
- Page 331 and 332:
Comm. B3.] DESIGN BASIS 16.1-275 In
- Page 333 and 334:
Comm. B3.] DESIGN BASIS 16.1-277 Co
- Page 335 and 336:
Comm. B3.] DESIGN BASIS 16.1-279 Th
- Page 337 and 338:
Comm. B3.] DESIGN BASIS 16.1-281 ex
- Page 339 and 340:
Comm. B4.] MEMBER PROPERTIES 16.1-2
- Page 341 and 342:
Comm. B4.] MEMBER PROPERTIES 16.1-2
- Page 343 and 344:
16.1-287 CHAPTER C DESIGN FOR STABI
- Page 345 and 346:
Comm. C2.] CALCULATION OF REQUIRED
- Page 347 and 348:
Comm. C2.] CALCULATION OF REQUIRED
- Page 349 and 350:
Comm. C2.] CALCULATION OF REQUIRED
- Page 351 and 352:
Comm. C2.] CALCULATION OF REQUIRED
- Page 353 and 354:
Comm. C3.] CALCULATION OF AVAILABLE
- Page 355 and 356:
16.1-299 CHAPTER D DESIGN OF MEMBER
- Page 357 and 358:
Comm. D3.] EFFECTIVE NET AREA 16.1-
- Page 359 and 360:
Comm. D3.] EFFECTIVE NET AREA 16.1-
- Page 361 and 362:
Comm. D6.] EYEBARS 16.1-305 D6. EYE
- Page 363 and 364:
16.1-307 CHAPTER E DESIGN OF MEMBER
- Page 365 and 366:
Comm. E3.] FLEXURAL BUCKLING OF MEM
- Page 367 and 368:
Comm. E4.] TORSIONAL AND FLEXURAL-T
- Page 369 and 370:
Comm. E4.] TORSIONAL AND FLEXURAL-T
- Page 371 and 372:
Comm. E5.] SINGLE-ANGLE COMPRESSION
- Page 373 and 374:
Comm. E6.] BUILT-UP MEMBERS 16.1-31
- Page 375 and 376:
Comm. E7.] MEMBERS WITH SLENDER ELE
- Page 377 and 378:
Comm. E7.] MEMBERS WITH SLENDER ELE
- Page 379 and 380:
16.1-323 CHAPTER F DESIGN OF MEMBER
- Page 381 and 382:
Comm. F1.] GENERAL PROVISIONS 16.1-
- Page 383 and 384:
Comm. F1.] GENERAL PROVISIONS 16.1-
- Page 385 and 386:
Comm. F1.] GENERAL PROVISIONS 16.1-
- Page 387 and 388:
Comm. F3.] DOUBLY SYMMETRIC I-SHAPE
- Page 389 and 390:
Comm. F4.] OTHER I-SHAPED MEMBERS 1
- Page 391 and 392:
Comm. F7.] SQUARE AND RECTANGULAR H
- Page 393 and 394:
Comm. F9.] TEES AND DOUBLE ANGLES L
- Page 395 and 396:
Comm. F9.] TEES AND DOUBLE ANGLES L
- Page 397 and 398:
Comm. F10.] SINGLE ANGLES 16.1-341
- Page 399 and 400:
Comm. F10.] SINGLE ANGLES 16.1-343
- Page 401 and 402:
Comm. F10.] SINGLE ANGLES 16.1-345
- Page 403 and 404:
Comm. F13.] PROPORTIONS OF BEAMS AN
- Page 405 and 406:
Comm. F13.] PROPORTIONS OF BEAMS AN
- Page 407 and 408:
Comm. G2.] I-SHAPED MEMBERS AND CHA
- Page 409 and 410:
Comm. G2.] I-SHAPED MEMBERS AND CHA
- Page 411 and 412:
Comm. G7.] BEAMS AND GIRDERS WITH W
- Page 413 and 414:
Comm. H1.] DOUBLY AND SINGLY SYMMET
- Page 415 and 416:
Comm. H1.] DOUBLY AND SINGLY SYMMET
- Page 417 and 418:
Comm. H1.] DOUBLY AND SINGLY SYMMET
- Page 419 and 420:
Comm. H2.] UNSYMMETRIC AND OTHER ME
- Page 421 and 422:
Comm. H2.] UNSYMMETRIC AND OTHER ME
- Page 423 and 424:
Comm. H3.] MEMBERS SUBJECT TO TORSI
- Page 425 and 426:
Comm. H4.] RUPTURE OF FLANGES WITH
- Page 427 and 428:
Comm. I1.] GENERAL PROVISIONS 16.1-
- Page 429 and 430:
Comm. I1.] GENERAL PROVISIONS 16.1-
- Page 431 and 432:
Comm. I1.] GENERAL PROVISIONS 16.1-
- Page 433 and 434:
Comm. I2.] AXIAL FORCE 16.1-377 Unl
- Page 435 and 436:
Comm. I2.] AXIAL FORCE 16.1-379 2.
- Page 437 and 438:
Comm. I3.] FLEXURE 16.1-381 1a. Eff
- Page 439 and 440:
Comm. I3.] FLEXURE 16.1-383 The use
- Page 441 and 442:
Comm. I3.] FLEXURE 16.1-385 creep c
- Page 443 and 444:
Comm. I3.] FLEXURE 16.1-387 2b. Neg
- Page 445 and 446:
Comm. I3.] FLEXURE 16.1-389 listed
- Page 447 and 448:
Comm. I3.] FLEXURE 16.1-391 directl
- Page 449 and 450:
Comm. I3.] FLEXURE 16.1-393 factor
- Page 451 and 452:
Comm. I5.] COMBINED FLEXURE AND AXI
- Page 453 and 454:
Comm. I5.] COMBINED FLEXURE AND AXI
- Page 455 and 456:
Comm. I5.] COMBINED FLEXURE AND AXI
- Page 457 and 458:
Comm. I6.] LOAD TRANSFER 16.1-401 a
- Page 459 and 460:
Comm. I6.] LOAD TRANSFER 16.1-403 3
- Page 461 and 462:
Comm. I7.] COMPOSITE DIAPHRAGMS AND
- Page 463 and 464:
Comm. I7.] COMPOSITE DIAPHRAGMS AND
- Page 465 and 466:
Comm. I8.] STEEL ANCHORS 16.1-409 2
- Page 467 and 468:
Comm. I8.] STEEL ANCHORS 16.1-411 c
- Page 469 and 470:
Comm. I8.] STEEL ANCHORS 16.1-413 D
- Page 471 and 472:
16.1-415 CHAPTER J DESIGN OF CONNEC
- Page 473 and 474:
Comm. J1.] GENERAL PROVISIONS 16.1-
- Page 475 and 476:
Comm. J1.] GENERAL PROVISIONS 16.1-
- Page 477 and 478:
Comm. J2.] WELDS 16.1-421 capacity
- Page 479 and 480:
Comm. J2.] WELDS 16.1-423 in Figure
- Page 481 and 482:
Comm. J2.] WELDS 16.1-425 In most c
- Page 483 and 484:
Comm. J2.] WELDS 16.1-427 intensity
- Page 485 and 486:
Comm. J2.] WELDS 16.1-429 CJP groov
- Page 487 and 488:
Comm. J2.] WELDS 16.1-431 6. Filler
- Page 489 and 490:
Comm. J3.] BOLTS AND THREADED PARTS
- Page 491 and 492:
Comm. J3.] BOLTS AND THREADED PARTS
- Page 493 and 494:
Comm. J3.] BOLTS AND THREADED PARTS
- Page 495 and 496:
Comm. J3.] BOLTS AND THREADED PARTS
- Page 497 and 498:
Comm. J3.] BOLTS AND THREADED PARTS
- Page 499 and 500:
Comm. J3.] BOLTS AND THREADED PARTS
- Page 501 and 502:
Comm. J4.] AFFECTED ELEMENTS OF MEM
- Page 503 and 504:
Comm. J9.] ANCHOR RODS AND EMBEDMEN
- Page 505 and 506:
Comm. J10.] FLANGES AND WEBS WITH C
- Page 507 and 508:
Comm. J10.] FLANGES AND WEBS WITH C
- Page 509 and 510:
Comm. J10.] FLANGES AND WEBS WITH C
- Page 511 and 512:
Comm. J10.] FLANGES AND WEBS WITH C
- Page 513 and 514:
Comm. J10.] FLANGES AND WEBS WITH C
- Page 515 and 516:
Comm. J10.] FLANGES AND WEBS WITH C
- Page 517 and 518:
Comm. J10.] FLANGES AND WEBS WITH C
- Page 519 and 520:
Comm. K.] HSS AND BOX-SECTION CONNE
- Page 521 and 522:
Comm. K1.] GENERAL PROVISIONS AND P
- Page 523 and 524:
Comm. K2.] CONCENTRATED FORCES ON H
- Page 525 and 526:
Comm. K3.] HSS-TO-HSS TRUSS CONNECT
- Page 527 and 528:
Comm. K3.] HSS-TO-HSS TRUSS CONNECT
- Page 529 and 530:
Comm. K3.] HSS-TO-HSS TRUSS CONNECT
- Page 531 and 532:
Comm. K5.] WELDS OF PLATES AND BRAN
- Page 533 and 534:
16.1-477 CHAPTER L DESIGN FOR SERVI
- Page 535 and 536:
Comm. L3.] DRIFT 16.1-479 Deflectio
- Page 537 and 538:
Comm. L5.] WIND-INDUCED MOTION 16.1
- Page 539 and 540:
16.1-483 CHAPTER M FABRICATION AND
- Page 541 and 542:
Comm. M2.] FABRICATION 16.1-485 10.
- Page 543 and 544:
Comm. M4.] ERECTION 16.1-487 4. Fit
- Page 545 and 546:
Comm. N2.] FABRICATOR AND ERECTOR Q
- Page 547 and 548:
Comm. N4.] INSPECTION AND NONDESTRU
- Page 549 and 550:
Comm. N5.] MINIMUM REQUIREMENTS FOR
- Page 551 and 552:
Comm. N5.] MINIMUM REQUIREMENTS FOR
- Page 553 and 554:
Comm. N5.] MINIMUM REQUIREMENTS FOR
- Page 555 and 556:
Comm. N5.] MINIMUM REQUIREMENTS FOR
- Page 557 and 558:
Comm. N5.] MINIMUM REQUIREMENTS FOR
- Page 559 and 560:
Comm. N6.] APPROVED FABRICATORS AND
- Page 561 and 562:
Comm. 1.2.] DESIGN BY ELASTIC ANALY
- Page 563 and 564:
Comm. 1.2.] DESIGN BY ELASTIC ANALY
- Page 565 and 566:
Comm. 1.2.] DESIGN BY ELASTIC ANALY
- Page 567 and 568:
Comm. 1.3.] DESIGN BY INELASTIC ANA
- Page 569 and 570:
Comm. 1.3.] DESIGN BY INELASTIC ANA
- Page 571 and 572:
Comm. 1.3.] DESIGN BY INELASTIC ANA
- Page 573 and 574:
Comm. 1.3.] DESIGN BY INELASTIC ANA
- Page 575 and 576:
Comm. 1.3.] DESIGN BY INELASTIC ANA
- Page 577 and 578:
Comm. 2.] DESIGN FOR PONDING 16.1-5
- Page 579 and 580:
16.1-523 APPENDIX 3 FATIGUE When th
- Page 581 and 582:
Comm. 3.3.] PLAIN MATERIAL AND WELD
- Page 583 and 584:
Comm. 3.5.] FABRICATION AND ERECTIO
- Page 585 and 586:
Comm. 3.5.] FABRICATION AND ERECTIO
- Page 587 and 588:
Comm. 4.1.] GENERAL PROVISIONS 16.1
- Page 589 and 590:
Comm. 4.2.] STRUCTURAL DESIGN FOR F
- Page 591 and 592:
Comm. 4.2.] STRUCTURAL DESIGN FOR F
- Page 593 and 594:
Comm. 4.2.] STRUCTURAL DESIGN FOR F
- Page 595 and 596:
Comm. 4.2.] STRUCTURAL DESIGN FOR F
- Page 597 and 598:
Comm. 4.2.] STRUCTURAL DESIGN FOR F
- Page 599 and 600:
Comm. 4.2.] STRUCTURAL DESIGN FOR F
- Page 601 and 602:
Comm. 4.3.] DESIGN BY QUALIFICATION
- Page 603 and 604:
Comm. 4.] ADDITIONAL BIBLIOGRAPHY 1
- Page 605 and 606:
16.1-549 APPENDIX 5 EVALUATION OF E
- Page 607 and 608:
Comm. 5.4.] EVALUATION BY LOAD TEST
- Page 609 and 610:
16.1-553 APPENDIX 6 MEMBER STABILIT
- Page 611 and 612:
Comm. 6.1.] GENERAL PROVISIONS 16.1
- Page 613 and 614:
Comm. 6.1.] GENERAL PROVISIONS 16.1
- Page 615 and 616:
Comm. 6.2.] COLUMN BRACING 16.1-559
- Page 617 and 618:
Comm. 6.3.] BEAM BRACING 16.1-561 w
- Page 619 and 620:
Comm. 6.3.] BEAM BRACING 16.1-563 L
- Page 621 and 622:
Comm. 6.4.] BEAM-COLUMN BRACING 16.
- Page 623 and 624:
Comm. 6.4.] BEAM-COLUMN BRACING 16.
- Page 625 and 626:
Comm. 7.2.] EFFECTIVE LENGTH METHOD
- Page 627 and 628:
Comm. 7.2.] EFFECTIVE LENGTH METHOD
- Page 629 and 630:
Comm. 7.2.] EFFECTIVE LENGTH METHOD
- Page 631 and 632:
Comm. 7.2.] EFFECTIVE LENGTH METHOD
- Page 633 and 634:
Comm. 7.2.] EFFECTIVE LENGTH METHOD
- Page 635 and 636:
16.1-579 APPENDIX 8 APPROXIMATE SEC
- Page 637 and 638:
Comm. 8.] APPROXIMATE SECOND-ORDER
- Page 639 and 640:
Comm. 8.] APPROXIMATE SECOND-ORDER
- Page 641 and 642:
Comm. 8.] APPROXIMATE SECOND-ORDER
- Page 643 and 644:
REFERENCES 16.1-587 AISC (1949), Sp
- Page 645 and 646:
REFERENCES 16.1-589 API (1993), Rec
- Page 647 and 648:
REFERENCES 16.1-591 ASTM (2014), St
- Page 649 and 650:
REFERENCES 16.1-593 Bjorhovde, R. (
- Page 651 and 652:
REFERENCES 16.1-595 Chen, W.F., Got
- Page 653 and 654:
REFERENCES 16.1-597 Earls, C.J. and
- Page 655 and 656:
REFERENCES 16.1-599 Frater, G.S. an
- Page 657 and 658:
REFERENCES 16.1-601 Han L.H., Yao,
- Page 659 and 660:
REFERENCES 16.1-603 Johnston, B.G.
- Page 661 and 662:
REFERENCES 16.1-605 Lai, Z. and Var
- Page 663 and 664:
REFERENCES 16.1-607 Lyse, I. and Sc
- Page 665 and 666:
REFERENCES 16.1-609 Oehlers, D.J. a
- Page 667 and 668:
REFERENCES 16.1-611 Robinson, H. an
- Page 669 and 670:
REFERENCES 16.1-613 Sherman, D.R. (
- Page 671 and 672:
REFERENCES 16.1-615 Vincent, G.S. (
- Page 673 and 674:
REFERENCES 16.1-617 Yu, L. and Fran
- Page 675 and 676:
METRIC CONVERSION FACTORS 16.1-619