AISC 360 : 2016
Superseded
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
Amended by
Available format(s)
Hardcopy
Superseded date
03-10-2018
Superseded by
Language(s)
English
Published date
01-01-2016
Publisher
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SYMBOLS
GLOSSARY
ABBREVIATIONS
SPECIFICATION
A. GENERAL PROVISIONS
B. DESIGN REQUIREMENTS
C. DESIGN FOR STABILITY
D. DESIGN OF MEMBERS FOR TENSION
E. DESIGN OF MEMBERS FOR COMPRESSION
F. DESIGN OF MEMBERS FOR FLEXURE
G. DESIGN OF MEMBERS FOR SHEAR
H. DESIGN OF MEMBERS FOR COMBINED FORCES AND TORSION
I. DESIGN OF COMPOSITE MEMBERS
J. DESIGN OF CONNECTIONS
K. DESIGN OF HSS AND BOX MEMBER CONNECTIONS
L. DESIGN FOR SERVICEABILITY
M. FABRICATION AND ERECTION
N. QUALITY CONTROL AND QUALITY ASSURANCE
APPENDIX 1 - DESIGN BY INELASTIC ANALYSIS
APPENDIX 2 - DESIGN FOR PONDING
APPENDIX 3 - DESIGN FOR FATIGUE
APPENDIX 4 - STRUCTURAL DESIGN FOR FIRE CONDITIONS
APPENDIX 5 - EVALUATION OF EXISTING STRUCTURES
APPENDIX 6 - MEMBER STABILITY BRACING
APPENDIX 7 - ALTERNATIVE METHODS OF DESIGN FOR STABILITY
APPENDIX 8 - APPROXIMATE SECOND-ORDER ANALYSIS
COMMENTARY ON THE SPECIFICATION FOR STRUCTURAL
STEEL BUILDINGS
INTRODUCTION
COMMENTARY SYMBOLS
COMMENTARY GLOSSARY
A. GENERAL PROVISIONS
B. DESIGN REQUIREMENTS
C. DESIGN FOR STABILITY
D. DESIGN OF MEMBERS FOR TENSION
E. DESIGN OF MEMBERS FOR COMPRESSION
F. DESIGN OF MEMBERS FOR FLEXURE
G. DESIGN OF MEMBERS FOR SHEAR
H. DESIGN OF MEMBERS FOR COMBINED FORCES AND TORSION
I. DESIGN OF COMPOSITE MEMBERS
J. DESIGN OF CONNECTIONS
K. DESIGN OF HSS AND BOX MEMBER CONNECTIONS
L. DESIGN FOR SERVICEABILITY
M. FABRICATION AND ERECTION
N. QUALITY CONTROL AND QUALITY ASSURANCE
APPENDIX 1 - DESIGN BY INELASTIC ANALYSIS
APPENDIX 2 - DESIGN FOR PONDING
APPENDIX 3 - FATIGUE
APPENDIX 4 - STRUCTURAL DESIGN FOR FIRE CONDITIONS
APPENDIX 5 - EVALUATION OF EXISTING STRUCTURES
APPENDIX 6 - MEMBER STABILITY BRACING
APPENDIX 7 - ALTERNATIVE METHODS OF DESIGN FOR STABILITY
APPENDIX 8 - APPROXIMATE SECOND-ORDER ANALYSIS
REFERENCES
Covers lists referenced specifications, codes and standards, and provides requirements for materials and structural design documents.
| DevelopmentNote |
Supersedes AISC 335, AISC 336, AISC 346, AISC 350 and AISC 351 (01/2006) NEW CHILD ERR 2019 IS NOW ADDED
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| DocumentType |
Standard
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| Pages |
4
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| ProductNote |
NEW CHILD ERR 2019 IS NOW ADDED NEW CHILD ERR 2021 IS NOW ADDED
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| PublisherName |
American Institute of Steel Construction
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| Status |
Superseded
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| SupersededBy | |
| Supersedes |
| 11/30249851 DC : 0 | BS ISO 14346 - WELDING - STATIC DESIGN PROCEDURE FOR HOLLOW SECTION JOINTS |
| ANSI/AWWA D107-16 ERR 1(CSV) | COMPOSITE ELEVATED TANKS FOR WATER STORAGE |
| ACI 551.2R : 2015 | DESIGN GUIDE FOR TILT-UP CONCRETE PANELS |
| IEEE C37.122.1-2014 | IEEE Guide for Gas-Insulated Substations Rated Above 52 kV |
| ANSI E1.42 : 2016 | ENTERTAINMENT TECHNOLOGY - DESIGN, INSTALLATION, AND USE OF ORCHESTRA PIT LIFTS |
| AISC 348 : 2004 | SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS |
| BS EN ISO 19901-3:2014 | Petroleum and natural gas industries. Specific requirements for offshore structures Topsides structure |
| AISC 206 : 2013 | AISC CERTIFICATION PROGRAM FOR STRUCTURAL STEEL ERECTORS - STANDARD FOR STRUCTURAL STEEL ERECTORS |
| ASCE/SEI 41-17:2017 | SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS |
| ASTM C 1802 : 2014 | Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures<rangeref></rangeref > |
| ASCE 7 05 : 2006 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
| NFPA 5000 : 2018 | BUILDING CONSTRUCTION AND SAFETY CODE |
| ASME A17.1 : 2016 | SAFETY CODE FOR ELEVATORS AND ESCALATORS - INCLUDES REQUIREMENTS FOR ELEVATORS, ESCALATORS, DUMBWAITERS, MOVING WALKS, MATERIAL LIFTS, AND DUMBWAITERS WITH AUTOMATIC TRANSFER DEVICES |
| FC 4-721-02F : 2015 | FACILITIES CRITERIA - AIR FORCE LEVEL 1 CONFINEMENT FACILITY |
| ASME AG-1 : 2019 | CODE ON NUCLEAR AIR AND GAS TREATMENT |
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| ASME AG 1 : 2012 | CODE ON NUCLEAR AIR AND GAS TREATMENT |
| 14/30300516 DC : 0 | BS EN ISO 19901-3 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 3: TOPSIDES STRUCTURE |
| ACI 216.1 : 2014 | CODE REQUIREMENTS FOR DETERMINING FIRE RESISTANCE OF CONCRETE AND MASONRY CONSTRUCTION ASSEMBLIES |
| API 2T : 2010 : R2015 | PLANNING, DESIGNING, AND CONSTRUCTING TENSION LEG PLATFORMS |
| CSA S136-12 PACKAGE : 2012 | CONSISTS OF S136-12 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS AND S136.1-12 - COMMENTARY ON NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS |
| IEEE 1630-2012 | IEEE Standard for Supporting Structures for Overhead Contact Systems for Transit Systems |
| UFC 3-310-04 : Change 1 | UNIFIED FACILITIES CRITERIA - SEISMIC DESIGN FOR BUILDINGS |
| ICC IBC INTERNATIONAL BUILDING CODE : 2015 | INTERNATIONAL BUILDING CODE |
| API SPEC 16F : 2017 | SPECIFICATION FOR MARINE DRILLING RISER EQUIPMENT |
| API RP 2T : 2010 | PLANNING, DESIGNING, AND CONSTRUCTING TENSION LEG PLATFORMS |
| SAE ARP 5305 : 2017 | STRUCTURAL DESIGN AND CONSTRUCTION CONSIDERATIONS FOR ENCLOSED TURBOFAN/TURBOJET ENGINE TEST CELLS |
| ASCE/SEI 10 15 : 2015 | DESIGN OF LATTICED STEEL TRANSMISSION STRUCTURES |
| ACI 371R : 2016 | GUIDE FOR THE ANALYSIS, DESIGN, AND CONSTRUCTION OF ELEVATED CONCRETE AND COMPOSITE STEEL-CONCRETE WATER STORAGE TANKS |
| ANSI/ASSP Z359.6:2016 | SPECIFICATIONS AND DESIGN REQUIREMENTS FOR ACTIVE FALL PROTECTION SYSTEMS |
| AISC 303 : 0 | CODE OF STANDARD PRACTICE FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES |
| ASCE/SEI 41 13 : 2014 | SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS |
| ANSI E1.21 : 2013 | ENTERTAINMENT TECHNOLOGY - TEMPORARY STRUCTURES USED FOR TECHNICAL PRODUCTION OF OUTDOOR ENTERTAINMENT EVENTS |
| ICC 2012 INTERNATIONAL BUILDING CODE : 2012 | INTERNATIONAL BUILDING CODE |
| FC 4-179-03F : 2015 | FACILITIES CRITERIA - AIR FORCE INDOOR SMALL ARMS FIRING RANGE |
| 17/30280269 DC : 0 | BS EN ISO 19901-9 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 9: STRUCTURAL INTEGRITY MANAGEMENT |
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| UFC 3-301-01 : Change 3 | UNIFIED FACILITIES CRITERIA - STRUCTURAL ENGINEERING |
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| AISC 341 : 2016 | SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
| ASCE/COPRI 61 14 : 2014 | SEISMIC DESIGN OF PIERS AND WHARVES |
| ACI 369R : 2011 | GUIDE FOR SEISMIC REHABILITATION OF EXISTING CONCRETE FRAME BUILDINGS AND COMMENTARY |
| ACI 351.2R : 2010 | REPORT ON FOUNDATIONS FOR STATIC EQUIPMENT |
| ICC IBC CODE AND COMMENTARY VOLUME 2 : 2015 | IBC® Code and Commentary, Volume 2 |
| API 7K : 2015+ERR 2:2016 | DRILLING AND WELL SERVICING EQUIPMENT |
| CSA ISO 19901-3 : 2015 | PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 3: TOPSIDES STRUCTURE |
| ASTM C 1802 : 2014 : EDT 1 | Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures<rangeref></rangeref > |
| ASCE/SEI 59 11 : 2011 | BLAST PROTECTION OF BUILDINGS |
| ACI MNL 3 : 0 | GUIDE TO THE CODE FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES |
| I.S. EN ISO 19901-3:2014 | PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 3: TOPSIDES STRUCTURE (ISO 19901-3:2014) |
| ACI 369.1M : 2017 | STANDARD REQUIREMENTS FOR SEISMIC EVALUATION AND RETROFIT OF EXISTING CONCRETE BUILDINGS (ACI 369.1M-17) AND COMMENTARY |
| ASTM A 1108 : 2017 | Standard Test Method for Determining the Ultimate Strength of Deep Corrugated Structural Plate Bolted Longitudinal Lapped Seams |
| ACI 562 : 2016 | CODE REQUIREMENTS FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES AND COMMENTARY |
| NFPA 22 : 2018 | WATER TANKS FOR PRIVATE FIRE PROTECTION |
| AISC N690 : 2015 | SPECIFICATION FOR SAFETY-RELATED STEEL STRUCTURES FOR NUCLEAR FACILITIES |
| ISO 14346:2013 | Static design procedure for welded hollow-section joints — Recommendations |
| API 7K CHINESE : 2010 | DRILLING AND WELL SERVICING EQUIPMENT |
| API 650 : 2013+ADD 3 : 2018 | WELDED TANKS FOR OIL STORAGE |
| ASME A17.1-2016/CSA B44-16 | Safety code for elevators and escalators (Bi-national standard, with ASME A17.1) |
| ISO 19901-3:2014 | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 3: Topsides structure |
| EN ISO 19901-3:2014 | Petroleum and natural gas industries - Specific requirements for offshore structures - Part 3: Topsides structure (ISO 19901-3:2014) |
| API 650 CHINESE : 2013 | WELDED TANKS FOR OIL STORAGE |
| AWS D1.1/D1.1M : 2015 | STRUCTURAL WELDING CODE-STEEL |
| AWS D14.4/D14.4M : 2012 | SPECIFICATION FOR THE DESIGN OF WELDED JOINTS IN MACHINERY AND EQUIPMENT |
| ACI 216.1M : 2014 | CODE REQUIREMENTS FOR DETERMINING FIRE RESISTANCE OF CONCRETE AND MASONRY CONSTRUCTION ASSEMBLIES |
| ANSI E1.43 : 2016 | ENTERTAINMENT TECHNOLOGY - PERFORMER FLYING SYSTEMS |
| UFC 4-023-03 : Change 3 | UNIFIED FACILITIES CRITERIA - DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE |
| BS ISO 14346:2013 | Static design procedure for welded hollow-section joints. Recommendations |
| 09/30210211 DC : 0 | BS EN ISO 19905-1 - PETROLEUM AND NATURAL GAS INDUSTRIES - SITE-SPECIFIC ASSESSMENT OF MOBILE OFFSHORE UNITS - PART 1: JACK-UPS |
| API 2T REDLINE : 2010 | PLANNING, DESIGNING, AND CONSTRUCTING TENSION LEG PLATFORMS |
| API SPEC 4F : 2013 | SPECIFICATION FOR DRILLING AND WELL SERVICING STRUCTURES |
| ASCE 7 10 : 2011 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
| API 7K : 2015 | DRILLING AND WELL SERVICING EQUIPMENT |
| ASCE/SEI 48 11 : 2011 | DESIGN OF STEEL TRANSMISSION POLE STRUCTURES |
| API 650 : 2013 | WELDED TANKS FOR OIL STORAGE |
| API 7K REDLINE : 2010 | DRILLING AND WELL SERVICING EQUIPMENT |
| PIP STS05130 : 2011 | STRUCTURAL AND MISCELLANEOUS STEEL ERECTION SPECIFICATION |
| PIP STF05521 : 2017 | DETAILS FOR ANGLE RAILINGS FOR WALKING AND WORKING SURFACES |
| PIP STC01018 : 2014 | BLAST RESISTANT BUILDING DESIGN CRITERIA |
| PIP STC01015 : 2017 | STRUCTURAL DESIGN CRITERIA |
| NFPA 5000:2024 | Building Construction and Safety Code |
| PIP CVC01018 : 2011 | PROJECT DATA SHEET |
| PIP VESIN001 : 2018 | DESIGN AND FABRICATION SPECIFICATION FOR PRESSURE VESSEL INTERNALS |
| PIP STS05120 : 2011 | STRUCTURAL AND MISCELLANEOUS STEEL FABRICATION SPECIFICATION |
| PIP ARS13120 : 2014 | PRE-ENGINEERED METAL BUILDINGS SPECIFICATION |
| ACI 301 : 2016 | SPECIFICATIONS FOR STRUCTURAL CONCRETE |
| AISC 327 : 2012 | AISC SEISMIC DESIGN MANUAL |
| AISC S328 : 1986 | LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS |
| ASCE 10-97 : 2000 | DESIGN OF LATTICED STEEL TRANSMISSION STRUCTURES |
| ASNT SNT TC 1A : 2016 | TOPICAL OUTLINES FOR QUALIFICATION OF NONDESTRUCTIVE TESTING PERSONNEL |
| AISC 325 : 2017 | STEEL CONSTRUCTION MANUAL |
| ASTM A 123/A123M : 2017 : REDLINE | Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products |
| ASCE 29 05 : 2007 | STANDARD CALCULATION METHODS FOR STRUCTURAL FIRE PROTECTION |
| AWS A5.5/A5.5M : 2014 | SPECIFICATION FOR LOW-ALLOY STEEL ELECTRODES FOR SHIELDED METAL ARC WELDING |
| ASCE 41 06 : 2007 | SEISMIC REHABILITATION OF EXISTING BUILDINGS |
| ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
| AISC 341 : 2016 | SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
| CSA S16 : 2014 | DESIGN OF STEEL STRUCTURES |
| ASME B46.1 : 2009 | SURFACE TEXTURE (SURFACE ROUGHNESS, WAVINESS, AND LAY) |
| ASCE 7 05 : 2006 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
| ASTM A 913/A913M : 2015 : REDLINE | Standard Specification for High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST) |
| AASHTO LRFD EM : 2007 ERRATA 2007 | AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS AND AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SI UNITS |
| AISC 623 : 4ED 97 | A GUIDE TO ENGINEERING AND QUALITY CRITERIA FOR STEEL STRUCTURES |
| AWS B5.1 : 2013 | SPECIFICATION FOR THE QUALIFICATION OF WELDING INSPECTORS |
| AISC S330 : LATEST | SUPPLEMENT 1 - SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS |
| AWS A5.1M/A5.1 : 2012 | SPECIFICATION FOR CARBON STEEL ELECTRODES FOR SHIELDED METAL ARC WELDING |
| AWS A5.23/A5.23M : 2011 | SPECIFICATION FOR LOW-ALLOY STEEL ELECTRODES AND FLUXES FOR SUBMERGED ARC WELDING |
| ASTM A 563 : 2015 : REDLINE | Standard Specification for Carbon and Alloy Steel Nuts |
| ASNT CP 189 : 2016 | QUALIFICATION AND CERTIFICATION OF NONDESTRUCTIVE TESTING PERSONNEL |
| AWS A5.17/A5.17M : 1997 | SPECIFICATION FOR CARBON STEEL ELECTRODES AND FLUXES FOR SUBMERGED ARC WELDING |
| AWS A5.18/A5.18M : 2005 | SPECIFICATION FOR CARBON STEEL ELECTRODES AND RODS FOR GAS SHIELDED ARC WELDING |
| ASCE 7 10 : 2010 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
| AISC 303 : 0 | CODE OF STANDARD PRACTICE FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES |
| ISO 4356:1977 | Bases for the design of structures Deformations of buildings at the serviceability limit states |
| AWS C4.1.WC : 1977 | CRITERIA FOR DESCRIBING OXYGEN-CUT SURFACES |
| ASTM A 847/A847M : 2014 : REDLINE | Standard Specification for Cold-Formed Welded and Seamless High-Strength, Low-Alloy Structural Tubing with Improved Atmospheric Corrosion Resistance |
| ASTM A 449 : 2014 : REDLINE | Standard Specification for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use |
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| AISC N690 : 2015 | SPECIFICATION FOR SAFETY-RELATED STEEL STRUCTURES FOR NUCLEAR FACILITIES |
| ACI 318M : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-14) AND COMMENTARY (ACI 318RM-14) |
| AWS A5.32/A5.32M : 2011 | WELDING CONSUMABLES - GASES AND GAS MIXTURES FOR FUSION WELDING AND ALLIED PROCESSES |
| AWS A5.29/A5.29M : 2010 | SPECIFICATION FOR LOW-ALLOY STEEL ELECTRODES FOR FLUX CORED ARC WELDING |
| ACI 209R : 1992 | PREDICTION OF CREEP, SHRINKAGE, AND TEMPERATURE EFFECTS IN CONCRETE STRUCTURES |
| ASTM E 709 : 2015 : REDLINE | Standard Guide for Magnetic Particle Testing |
| API 2A LRFD : 1993 | RECOMMENDED PRACTICE FOR PLANNING, DESIGNING AND CONSTRUCTING FIXED OFFSHORE PLATFORMS - LOAD AND RESISTANCE FACTOR DESIGN |
| AWS D1.1/D1.1M : 2015 | STRUCTURAL WELDING CODE-STEEL |
| AWS D1.3 : 1998 ERRATA 1998 | STRUCTURAL WELDING CODE - SHEET STEEL |
| AISC S302 : 1986 | CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES |
| ASME B18.2.6 : 2010 | FASTENERS FOR USE IN STRUCTURAL APPLICATIONS |
| ASTM A 588/A588M : 2015 : REDLINE | Standard Specification for High-Strength Low-Alloy Structural Steel, up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance |
| ASCE 23 97 : 1999 | SPECIFICATION FOR STRUCTURAL STEEL BEAMS WITH WEB OPENINGS |
| ASCE 31 03 : 2003 | SEISMIC EVALUATION OF EXISTING BUILDINGS |
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