Specification for Structural Steel Buildings

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16.1-iv PREFACE • Revised the shear strength of webs of certain I-shapes and channels without tension field action and when considering tension field action • Increased the limit on rebar strength to 80 ksi for composite columns • Incorporated provisions for applying the direct analysis method to composite members • Inserted general requirements to address minimum composite action in composite beams • Revised the provisions for bolts in combination with welds • Increased minimum pretension for 1 1 /8-in.-diameter and larger bolts • Increased standard hole sizes and short-slot and long-slot widths for 1-in.-diameter and larger bolts • Reorganized the HSS connection design provisions in Chapter K, including reference to Chapter J for some limit states • Expanded provisions in Appendix 1 for direct modeling of member imperfections and inelasticity that may be used with the direct analysis method • Inserted a table of properties of high-strength bolts at elevated temperatures in Appendix 4 The reader is cautioned that professional judgment must be exercised when data or recom mendations in the Specification are applied, as described more fully in the disclaimer notice preceding this Preface. This Specification was approved by the Committee on Specifications, R. Shankar Nair, Chairman Mark V. Holland Patrick J. Fortney, Vice-Chairman John D. Hooper Allen Adams Nestor R. Iwankiw Taha D. Al-Shawaf William P. Jacobs, V William F. Baker Ronald J. Janowiak John M. Barsom, Emeritus Lawrence A. Kloiber Reidar Bjorhovde Lawrence F. Kruth Roger L. Brockenbrough, Emeritus Jay W. Larson Charles J. Carter Roberto T. Leon Gregory G. Deierlein James O. Malley Carol J. Drucker Duane K. Miller W. Samuel Easterling Larry S. Muir Duane S. Ellifritt, Emeritus Thomas M. Murray Bruce R. Ellingwood, Emeritus Douglas A. Rees-Evans Michael D. Engelhardt Rafael Sabelli Shu-Jin Fang, Emeritus Thomas A. Sabol Steven J. Fenves, Emeritus Benjamin W. Schafer James M. Fisher Robert E. Shaw, Jr. John W. Fisher, Emeritus Donald R. Sherman Theodore V. Galambos, Emeritus W. Lee Shoemaker Louis F. Geschwindner William A. Thornton Ramon E. Gilsanz Raymond H.R. Tide, Emeritus Lawrence G. Griffis Chia-Ming Uang John L. Gross, III Amit H. Varma Jerome F. Hajjar Donald W. White Patrick M. Hassett Ronald D. Ziemian Tony C. Hazel Cynthia J. Duncan, Secretary Richard A. Henige, Jr. Specification for Structural Steel Buildings, July 7, 2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
PREFACE 16.1-v The Committee honors former members, David L. McKenzie, Richard C. Kaehler and Keith Landwehr, and advisory member, Fernando Frias, who passed away during this cycle. The Committee gratefully acknowledges advisory members, Carlos Aguirre, Edward E. Garvin and Alfred F. Wong, for their contributions, and the following task committee members for their involvement in the development of this document. Farid Alfawakhiri Bonnie E. Manley Susan B. Burmeister Peter W. Marshall Art Bustos Jason P. McCormick Helen Chen James A. Milke Marshall T. Ferrell Heath E. Mitchell Christopher M. Foley J.R. Ubejd Mujagic George Frater Jeffrey A. Packer Steven Freed Conrad Paulson Christine Freisinger Teoman Pekoz Mike Gase Thomas D. Poulos Rodney D. Gibble Christopher H. Raebel Arvind V. Goverdhan Gian Andrea Rassati Todd A. Helwig Clinton O. Rex Alfred A. Herget Thomas J. Schlafly Stephen M. Herlache James Schoen Steven J. Herth Richard Scruton Matthew A. Johann Thomas Sputo Ronald Johnson Andrea E. Surovek Daniel J. Kaufman James A. Swanson Venkatesh K.R. Kodur Matthew Trammell Michael E. Lederle Brian Uy Andres Lepage Sriramulu Vinnakota J. Walter Lewis Michael A. West LeRoy A. Lutz Specification for Structural Steel Buildings, July 7, 2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
Page 1 and 2: ANSI/AISC 360-16 An American Nation
Page 3: 16.1-iii PREFACE (This Preface is n
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 and 22: TABLE OF CONTENTS 16.1-xxi I5. Comb
Page 23 and 24: TABLE OF CONTENTS 16.1-xxiii L4. Vi
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
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Sect. A2.] REFERENCED SPECIFICATION
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Sect. A2.] REFERENCED SPECIFICATION
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Sect. A3.] MATERIAL 16.1-7 (a) Hot-
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Sect. A3.] MATERIAL 16.1-9 (b) Nuts
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16.1-11 CHAPTER B DESIGN REQUIREMEN
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Sect. B3.] DESIGN BASIS 16.1-13 The
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Sect. B3.] DESIGN BASIS 16.1-15 (c)
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Sect. B4.] MEMBER PROPERTIES 16.1-1
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Sect. B4.] MEMBER PROPERTIES 16.1-1
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Sect. B7.] EVALUATION OF EXISTING S
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Sect. C2.] CALCULATION OF REQUIRED
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Sect. C2.] CALCULATION OF REQUIRED
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Sect. C3.] CALCULATION OF AVAILABLE
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Sect. D5.] PIN-CONNECTED MEMBERS 16
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Sect. D6.] EYEBARS 16.1-31 (a) For
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16.1-33 CHAPTER E DESIGN OF MEMBERS
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Sect. E3.] FLEXURAL BUCKLING OF MEM
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Sect. E4.] TORSIONAL AND FLEXUAL-TO
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Sect. E6.] BUILT-UP MEMBERS 16.1-39
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Sect. E6.] BUILT-UP MEMBERS 16.1-41
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Sect. E7.] MEMBERS WITH SLENDER ELE
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Chap. F] DESIGN OF MEMBERS FOR FLEX
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(c) When L b > L r M n = F cr S x
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Sect. F3.] DOUBLY SYMMETRIC I-SHAPE
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Sect. F4.] OTHER I-SHAPED MEMBERS W
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Sect. F4.] OTHER I-SHAPED MEMBERS W
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Sect. F5.] DOUBLY SYMMETRIC AND SIN
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Sect. F7.] SQUARE AND RECTANGULAR H
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Sect. F8.] ROUND HSS 16.1-59 L r ,
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Sect. F9.] TEES AND DOUBLE ANGLES L
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Sect. F10.] SINGLE ANGLES 16.1-63 I
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Sect. F11.] RECTANGULAR BARS AND RO
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Sect. F13.] PROPORTIONS OF BEAMS AN
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Sect. F13.] PROPORTIONS OF BEAMS AN
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Sect. G2.] I-SHAPED MEMBERS AND CHA
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Sect. G2.] I-SHAPED MEMBERS AND CHA
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Sect. G6.] WEAK-AXIS SHEAR IN DOUBL
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16.1-77 CHAPTER H DESIGN OF MEMBERS
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Sect. H1.] DOUBLY AND SINGLY SYMMET
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Sect. H3.] MEMBERS SUBJECT TO TORSI
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Sect. H3.] MEMBERS SUBJECT TO TORSI
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Sect. H4.] RUPTURE OF FLANGES WITH
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Sect. I1.] GENERAL PROVISIONS 16.1-
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Sect. I1.] GENERAL PROVISIONS 16.1-
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Sect. I2.] AXIAL FORCE 16.1-91 (b)
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Sect. I2.] AXIAL FORCE 16.1-93 2. F
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Sect. I3.] FLEXURE 16.1-95 1b. Stre
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Sect. I3.] FLEXURE 16.1-97 V′, be
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Sect. I5.] COMBINED FLEXURE AND AXI
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Sect. I6.] LOAD TRANSFER 16.1-101 P
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Sect. I6.] LOAD TRANSFER 16.1-103 3
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Sect. I8.] STEEL ANCHORS 16.1-105 2
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Sect. I8.] STEEL ANCHORS 16.1-107 h
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Sect. I8.] STEEL ANCHORS 16.1-109 3
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Sect. I8.] STEEL ANCHORS 16.1-111 F
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16.1-113 CHAPTER J DESIGN OF CONNEC
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Sect. J1.] GENERAL PROVISIONS 16.1-
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Sect. J2.] WELDS 16.1-117 TABLE J2.
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Sect. J2.] WELDS 16.1-119 TABLE J2.
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Sect. J2.] WELDS 16.1-121 • Welds
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Sect. J2.] WELDS 16.1-123 Nominal E
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Sect. J2.] WELDS 16.1-125 5. Combin
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Sect. J3.] BOLTS AND THREADED PARTS
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Sect. J4.] AFFECTED ELEMENTS OF MEM
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Sect. J6.] SPLICES 16.1-139 J5. FIL
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Sect. J9.] ANCHOR RODS AND EMBEDMEN
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Sect. J10.] FLANGES AND WEBS WITH C
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16.1-149 CHAPTER K ADDITIONAL REQUI
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Sect.K2.] CONCENTRATED FORCES ON HS
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Sect. K4.] HSS-TO-HSS MOMENT CONNEC
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Sect. K5.] WELDS OF PLATES AND BRAN
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16.1-165 CHAPTER L DESIGN FOR SERVI
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16.1-167 CHAPTER M FABRICATION AND
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Sect. M2.] FABRICATION 16.1-169 Bol
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Sect. M4.] ERECTION 16.1-171 from m
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Sect. N1.] GENERAL PROVISIONS 16.1-
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Sect. N5.] MINIMUM REQUIREMENTS FOR
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16.1-185 APPENDIX 1 DESIGN BY ADVAN
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App. 1.3.] DESIGN BY INELASTIC ANAL
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App. 2.2.] IMPROVED DESIGN FOR POND
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App. 2.2.] IMPROVED DESIGN FOR POND
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App. 3.3.] PLAIN MATERIAL AND WELDE
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App. 3.4.] BOLTS AND THREADED PARTS
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App. 3.6.] NONDESTRUCTIVE EXAMINATI
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Table A-3.1.] FATIGUE DESIGN PARAME
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App. 4.2.] STRUCTURAL DESIGN FOR FI
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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
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App. 6.4.] BEAM-COLUMN BRACING 16.1
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16.1-245 APPENDIX 7 ALTERNATIVE MET
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App. 7.3.] FIRST-ORDER ANALYSIS MET
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16.1-249 APPENDIX 8 APPROXIMATE SEC
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App. 8.2.] CALCULATION PROCEDURE 16
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16.1-253 COMMENTARY on the Specific
Page 311 and 312:
COMMENTARY SYMBOLS 16.1-255 a Braci
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COMMENTARY GLOSSARY 16.1-257 Plasti
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Comm. A3.] MATERIAL 16.1-259 The Co
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Comm. A3.] MATERIAL 16.1-261 TABLE
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Comm. A3.] MATERIAL 16.1-263 1c. Ro
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Comm. A3.] MATERIAL 16.1-265 4. Anc
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16.1-267 CHAPTER B DESIGN REQUIREME
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Comm. B3.] DESIGN BASIS 16.1-269 Th
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Page 329 and 330:
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Comm. B3.] DESIGN BASIS 16.1-275 In
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Comm. B3.] DESIGN BASIS 16.1-277 Co
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Comm. B3.] DESIGN BASIS 16.1-281 ex
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Comm. B4.] MEMBER PROPERTIES 16.1-2
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Comm. B4.] MEMBER PROPERTIES 16.1-2
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16.1-287 CHAPTER C DESIGN FOR STABI
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Comm. C2.] CALCULATION OF REQUIRED
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Page 351 and 352:
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Comm. C3.] CALCULATION OF AVAILABLE
Page 355 and 356:
16.1-299 CHAPTER D DESIGN OF MEMBER
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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
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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:
Page 385 and 386:
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:
Page 401 and 402:
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:
Page 417 and 418:
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:
Page 431 and 432:
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:
Page 455 and 456:
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:
Page 493 and 494:
Page 495 and 496:
Page 497 and 498:
Page 499 and 500:
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:
Page 509 and 510:
Page 511 and 512:
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
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:
Page 529 and 530:
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:
Page 553 and 554:
Page 555 and 556:
Page 557 and 558:
Page 559 and 560:
Comm. N6.] APPROVED FABRICATORS AND
Page 561 and 562:
Comm. 1.2.] DESIGN BY ELASTIC ANALY
Page 563 and 564:
Page 565 and 566:
Page 567 and 568:
Comm. 1.3.] DESIGN BY INELASTIC ANA
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Page 571 and 572:
Page 573 and 574:
Page 575 and 576:
Page 577 and 578:
Comm. 2.] DESIGN FOR PONDING 16.1-5
Page 579 and 580:
16.1-523 APPENDIX 3 FATIGUE When th
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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
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Comm. 4.1.] GENERAL PROVISIONS 16.1
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Comm. 4.2.] STRUCTURAL DESIGN FOR F
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Page 597 and 598:
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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:
Page 613 and 614:
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.
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Comm. 7.2.] EFFECTIVE LENGTH METHOD
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16.1-579 APPENDIX 8 APPROXIMATE SEC
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Comm. 8.] APPROXIMATE SECOND-ORDER
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REFERENCES 16.1-587 AISC (1949), Sp
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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
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