Minimum Design Loads and Associated Criteria for Buildings and Other Structures

historical

Abstract

  • Prepared by the Committee on Minimum Design Loads for Buildings and Other Structures of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE

    Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE 7-16, provides the most up-to-date and coordinated loading standard for general structural design. ASCE 7-16 describes the means for determining design loads including dead, live, soil, flood, tsunami, snow, rain, atmospheric ice, earthquake, wind, and fire, as well as how to assess load combinations. The 2016 edition of ASCE 7, which supersedes Standard ASCE/SEI 7-10, coordinates with the most recent material standards, including ACI, AISC, AISI, AWC, and TMS standards. Significant changes in ASCE 7-16 include the following:

    New seismic maps reflecting the updated National Seismic Hazard Maps;

    New wind speed maps including new Hawaii maps that result in reduced wind speeds for much of the United States, clarified special wind study zones, and separate Risk Category IV from Category III;

    New snow load maps incorporating regional snow data for areas that previously required site-specific case study zones;

    Updated rain duration provisions that align design requirements with International Plumbing Code provisions for drainage;

    Entirely new chapter covering tsunami design provisions, which are important to Alaska, Hawaii, California, Oregon, and Washington; and

    New appendix provisions for fire design.

    Standard provisions are accompanied by a detailed commentary with explanatory and supplementary information developed to assist users of the standard, including design practitioners, building code committees, and regulatory authorities.

    Standard ASCE/SEI 7 is an integral part of building codes in the United States and is adopted by reference into the International Building Code, the International Existing Building Code, the International Residential Code, and the NFPA 5000 Building Construction and Safety Code.

    Structural engineers, architects, and those engaged in preparing and administering local building codes will find the structural load requirements essential to their practice.

For selected items:
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Chapter 1 General
1–5
Chapter 2 Combinations of Loads
7–9
Chapter 3 Dead Loads, Soil Loads, and Hydrostatic Pressure
11–12
Chapter 4 Live Loads
13–19
Chapter 5 Flood Loads
21–23
Chapter 6 Tsunami Loads and Effects
25–50
Chapter 7 Snow Loads
51–64
Chapter 8 Rain Loads
65–65
Chapter 9 Reserved for Future Provisions
67–67
Chapter 10 Ice Loads—Atmospheric Icing
69–76
Chapter 11 Seismic Design Criteria
77–87
Chapter 12 Seismic Design Requirements for Building Structures
89–119
Chapter 13 Seismic Design Requirements for Nonstructural Components
121–134
Chapter 14 Material-Specific Seismic Design and Detailing Requirements
135–143
Chapter 15 Seismic Design Requirements for Nonbuilding Structures
145–161
Chapter 16 Nonlinear Response History Analysis
163–166
Chapter 17 Seismic Design Requirements for Seismically Isolated Structures
167–179
Chapter 18 Seismic Design Requirements for Structures with Damping Systems
181–196
Chapter 19 Soil–Structure Interaction for Seismic Design
197–202
Chapter 20 Site Classification Procedure for Seismic Design
203–204
Chapter 21 Site-Specific Ground Motion Procedures for Seismic Design
205–207
Chapter 22 Seismic Ground Motion, Long-Period Transition, and Risk Coefficient Maps
209–236
Chapter 23 Seismic Design Reference Documents
237–239
Chapter 24 Reserved for Future Provisions
241–241
Chapter 25 Reserved for Future Provisions
243–243
Chapter 26 Wind Loads: General Requirement
245–271
Chapter 27 Wind Loads on Buildings: Main Wind Force Resisting System (Directional Procedure)
273–310
Chapter 28 Wind Loads on Buildings: Main Wind Force Resisting System (Envelope Procedure)
311–320
Chapter 29 Wind Loads on Building Appurtenances and Other Structures: Main Wind Force Resisting System (Directional Procedure)
321–332
Chapter 30 Wind Loads: Components and Cladding
333–387
Chapter 31 Wind Tunnel Procedure
389–390
Appendix 11A Quality Assurance Provisions (Deleted)
391–391
Appendix 11B Existing Building Provisions
393–393
Appendix C Serviceability Considerations
395–395
Appendix D Buildings Exempted from Torsional Wind Load Cases
397–399
Appendix E Performance-Based Design Procedures for Fire Effects on Structures
401–402
Commentary to Standard ASCE/SEI 7-16
403–822
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