Specification for Structural Steel Buildings

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16.1-xl SYMBOLS Symbol Definition Section ρ sr Minimum reinforcement ratio for longitudinal reinforcing . . . . . . . . . . . . I2.1 θ Angle between the line of action of the required force and the weld longitudinal axis, degrees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J2.4 θ Acute angle between the branch and chord, degrees . . . . . . . . . . . . . . . . . K3.1 τ b Stiffness reduction parameter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C2.3 Specification for Structural Steel Buildings, July 7, 2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
16-xli GLOSSARY Notes: (1) Terms designated with † are common AISI-AISC terms that are coordinated between the two standards development organizations. (2) Terms designated with * are usually qualified by the type of load effect, for example, nominal tensile strength, available compressive strength, and design flexural strength. (3) Terms designated with ** are usually qualified by the type of component, for example, web local buckling, and flange local bending. Active fire protection. Building materials and systems that are activated by a fire to mitigate adverse effects or to notify people to take action to mitigate adverse effects. Allowable strength*†. Nominal strength divided by the safety factor, R n /Ω. Allowable stress*. Allowable strength divided by the applicable section property, such as section modulus or cross-sectional area. Applicable building code†. Building code under which the structure is designed. ASD (allowable strength design)†. Method of proportioning structural components such that the allowable strength equals or exceeds the required strength of the component under the action of the ASD load combinations. ASD load combination†. Load combination in the applicable building code intended for allowable strength design (allowable stress design). Authority having jurisdiction (AHJ). Organization, political subdivision, office or individual charged with the responsibility of administering and enforcing the provisions of this Specification. Available strength*†. Design strength or allowable strength, as applicable. Available stress*. Design stress or allowable stress, as applicable. Average rib width. In a formed steel deck, average width of the rib of a corrugation. Beam. Nominally horizontal structural member that has the primary function of resisting bending moments. Beam-column. Structural member that resists both axial force and bending moment. Bearing†. In a connection, limit state of shear forces transmitted by the mechanical fastener to the connection elements. Bearing (local compressive yielding)†. Limit state of local compressive yielding due to the action of a member bearing against another member or surface. Bearing-type connection. Bolted connection where shear forces are transmitted by the bolt bearing against the connection elements. Block shear rupture†. In a connection, limit state of tension rupture along one path and shear yielding or shear rupture along another path. Box section. Square or rectangular doubly symmetric member made with four plates welded together at the corners such that it behaves as a single member. 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 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 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: SYMBOLS 16-xxxix Symbol Definition
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
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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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Page 247 and 248:
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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
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16.1-233 APPENDIX 5 EVALUATION OF E
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App 5.4.] EVALUATION BY LOAD TESTS
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16.1-237 APPENDIX 6 MEMBER STABILIT
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App. 6.2.] COLUMN BRACING 16.1-239
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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
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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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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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Comm. C3.] CALCULATION OF AVAILABLE
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16.1-299 CHAPTER D DESIGN OF MEMBER
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Comm. D3.] EFFECTIVE NET AREA 16.1-
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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
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Comm. E4.] TORSIONAL AND FLEXURAL-T
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Comm. E4.] TORSIONAL AND FLEXURAL-T
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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:
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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
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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
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Page 417 and 418:
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Comm. H2.] UNSYMMETRIC AND OTHER ME
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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
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Comm. I3.] FLEXURE 16.1-385 creep c
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Comm. I3.] FLEXURE 16.1-387 2b. Neg
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Comm. I3.] FLEXURE 16.1-389 listed
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Comm. I3.] FLEXURE 16.1-391 directl
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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:
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Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Comm. K.] HSS AND BOX-SECTION CONNE
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Comm. K1.] GENERAL PROVISIONS AND P
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Comm. K2.] CONCENTRATED FORCES ON H
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Comm. K3.] HSS-TO-HSS TRUSS CONNECT
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Page 531 and 532:
Comm. K5.] WELDS OF PLATES AND BRAN
Page 533 and 534:
16.1-477 CHAPTER L DESIGN FOR SERVI
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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
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Comm. M2.] FABRICATION 16.1-485 10.
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Comm. M4.] ERECTION 16.1-487 4. Fit
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Comm. N2.] FABRICATOR AND ERECTOR Q
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Comm. N4.] INSPECTION AND NONDESTRU
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Comm. N5.] MINIMUM REQUIREMENTS FOR
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Comm. N6.] APPROVED FABRICATORS AND
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Comm. 1.2.] DESIGN BY ELASTIC ANALY
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Comm. 1.3.] DESIGN BY INELASTIC ANA
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Comm. 2.] DESIGN FOR PONDING 16.1-5
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16.1-523 APPENDIX 3 FATIGUE When th
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Comm. 3.3.] PLAIN MATERIAL AND WELD
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Comm. 3.5.] FABRICATION AND ERECTIO
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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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Comm. 4.3.] DESIGN BY QUALIFICATION
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Comm. 4.] ADDITIONAL BIBLIOGRAPHY 1
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16.1-549 APPENDIX 5 EVALUATION OF E
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Comm. 5.4.] EVALUATION BY LOAD TEST
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16.1-553 APPENDIX 6 MEMBER STABILIT
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Page 613 and 614:
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Comm. 6.2.] COLUMN BRACING 16.1-559
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Comm. 6.3.] BEAM BRACING 16.1-561 w
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Comm. 6.3.] BEAM BRACING 16.1-563 L
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Comm. 6.4.] BEAM-COLUMN BRACING 16.
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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
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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
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REFERENCES 16.1-597 Earls, C.J. and
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REFERENCES 16.1-599 Frater, G.S. an
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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
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REFERENCES 16.1-607 Lyse, I. and Sc
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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
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METRIC CONVERSION FACTORS 16.1-619
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Specification for Structural Steel Buildings

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