ASCE 7 05 : 2006
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
Hardcopy , PDF
07-10-2021
English
01-01-2006
STANDARDS
FOREWORD
ACKNOWLEDGEMENTS
DEDICATION
STANDARD
1 General
2 Combinations of Loads
3 Dead Loads, Soil Loads, and Hydrostatic Pressure
4 Live Loads
5 Flood Loads
6 Wind Loads
7 Snow Loads
8 Rain Loads
9 Reserved for Future Provisions
10 Ice Loads - Atmospheric Icing
11 Seismic Design Criteria
12 Seismic Design Requirements for Building Structures
13 Seismic Design Requirements for Nonstructural Components
14 Material-Specific Seismic Design and Detailing Requirements
15 Seismic Design Requirements for Nonbuilding Structures
16 Seismic Response History Procedures
17 Seismic Design Requirements for Seismically Isolated
Structures
18 Seismic Design Requirements for Structures with Damping
Systems
19 Soil Structure Interaction for Seismic Design
20 Site Classification Procedure for Seismic Design
21 Site-Specific Ground Motion Procedures for Seismic Design
22 Seismic Ground Motion and Long-Period Transition Maps
23 Seismic Design Reference Documents
Appendix 11A - Quality Assurance Provisions
Appendix 11B - Existing Building Provisions
Appendix C - Serviceability Considerations
COMMENTARY
C1 General
C2 Combinations of Loads
C3 Dead Loads, Soil Loads, and Hydrostatic Pressure
C4 Live Loads
C5 Flood Loads
C6 Wind Loads
C7 Snow Loads
C8 Rain Loads
C10 Ice Loads - Atmospheric Icing
C11 Seismic Design Criteria
C12 Seismic Design Requirements for Building Structures
C13 Seismic Design Requirements for Nonstructural Components
C14 Material-Specific Seismic Design and Detailing Requirements
C15 Seismic Design Requirements for Nonbuilding Structures
C19 Soil Structure Interaction for Seismic Design
C22 Seismic Ground Motion and Long Period Transition Maps
Index
Specifies minimum load requirements for the design of buildings and other structures that are subject to building code requirements.
DevelopmentNote |
Also available in CD-ROM format separately as well as Book and CD ROM in a package. Supersedes ASCE 7 02. (10/2005)
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DocumentType |
Standard
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ISBN |
978-0-7844-7125-8978-0-7844-0831-5
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Pages |
421
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PublisherName |
American Society of Civil Engineers
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Status |
Superseded
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SupersededBy | |
Supersedes |
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ASTM E 2392/E2392M : 2010 | Standard Guide for Design of Earthen Wall Building Systems |
CTI STD 103 : 2014 | FOR THE DESIGN OF COOLING TOWERS WITH REDWOOD LUMBER |
ASTM E 2668 : 2010 | Standard Guide for Emergency Operations Center (EOC) Development (Withdrawn 2019) |
ANSI/AWWA D110:2013(R2018) | WIRE- AND STRAND-WOUND, CIRCULAR, PRESTRESSED CONCRETE WATER TANKS |
BS EN ISO 19901-3:2014 | Petroleum and natural gas industries. Specific requirements for offshore structures Topsides structure |
IEEE C37.30-2:2015 | GUIDE FOR WIND-LOADING EVALUATION OF HIGH-VOLTAGE (>1000 V) AIR-BREAK SWITCHES |
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) |
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14/30300516 DC : 0 | BS EN ISO 19901-3 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 3: TOPSIDES STRUCTURE |
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ICC IRC CODE AND COMMENTARY VOLUME 2 : 2015 | IRC® Code and Commentary, Volume 2 |
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API 650 : 2013+ADD 3 : 2018 | WELDED TANKS FOR OIL STORAGE |
ISO 19901-3:2014 | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 3: Topsides structure |
ISO 25457:2008 | Petroleum, petrochemical and natural gas industries — Flare details for general refinery and petrochemical service |
EN ISO 25457:2008 | Petroleum, petrochemical and natural gas industries - Flare details for general refinery and petrochemical service (ISO 25457:2008) |
EN ISO 19901-3:2014 | Petroleum and natural gas industries - Specific requirements for offshore structures - Part 3: Topsides structure (ISO 19901-3:2014) |
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ASTM E 2392/E2392M : 2010 : EDT 1 | Standard Guide for Design of Earthen Wall Building Systems |
ASTM F 2548 : 2012 | Standard Specification for Expanded Metal Fence Systems for Security Purposes |
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ASME B31.3 SPANISH : 2010 | PROCESS PIPING |
ASME B31E : 2008 | STANDARD FOR THE SEISMIC DESIGN AND RETROFIT OF ABOVE-GROUND PIPING SYSTEMS |
ANSI/AWWA D103 : 2009 | FACTORY-COATED BOLTED CARBON STEEL TANKS FOR WATER STORAGE |
TIA 222 : H2017 | STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS AND SMALL WIND TURBINE SUPPORT STRUCTURES |
ACI 530 : 1995 | BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND RELATED COMMENTARIES |
ASTM C 635 : 2004 | Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings |
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AWWA D115 : 2006 | TENDON-PRESTRESSED CONCRETE WATER TANKS |
ACI 530.1 : 1995 | SPECIFICATIONS FOR MASONRY STRUCTURES |
AISC 360 : 2016 | SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS |
ASCE 8 02 : 2002 | SPECIFICATION FOR THE DESIGN OF COLD-FORMED STAINLESS STEEL STRUCTURAL MEMBERS |
ASCE 24 05 : 2006 | FLOOD RESISTANT DESIGN AND CONSTRUCTION |
ACI 355.2 : 2007 | QUALIFICATION OF POST-INSTALLED MECHANICAL ANCHORS IN CONCRETE AND COMMENTARY |
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API 12B : 2014 | SPECIFICATION FOR BOLTED TANKS FOR STORAGE OF PRODUCTION LIQUIDS |
NFPA 13 : 2016 | INSTALLATION OF SPRINKLER SYSTEMS |
ASCE 19 96 : 1997 | STRUCTURAL APPLICATIONS OF STEEL CABLES FOR BUILDINGS |
AWWA D100 : 2011 | WELDED CARBON STEEL TANKS FOR WATER STORAGE |
API 650 : 2013 | WELDED TANKS FOR OIL STORAGE |
MSS SP 58 : 2009 | PIPE HANGERS AND SUPPORTS - MATERIALS, DESIGN, MANUFACTURE, SELECTION, APPLICATION, AND INSTALLATION |
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