Minimum Design Loads 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 for Buildings and Other Structures, ASCE/SEI 7-10, provides requirements for general structural design and includes means for determining dead, live, soil, flood, snow, rain, atmospheric ice, earthquake, and wind loads, as well as their combinations, which are suitable for inclusion in building codes and other documents. This standard, a revision of ASCE/SEI 7-05, offers a complete update and reorganization of the wind load provisions, expanding them from one chapter to six. The standard contains new ultimate event wind maps with corresponding reductions in load factors so that the loads are not affected and updates the seismic loads with new risk-targeted seismic maps. The snow, live, and atmospheric icing provisions are updated as well. In addition, the standard includes a detailed Commentary with explanatory and supplementary information designed to assist building code committees and regulatory authorities.

    The third printing of Standard ASCE/SEI 7-10 incorporates errata and includes Supplement 1. In addition, the seismic commentary has been expanded and completely revised.

    Standard ASCE/SEI 7 is an integral part of building codes in the United States. Many of the load provisions are substantially adopted by reference in the International Building 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.

    This title is not available for download by the chapter.

    Note: Purchasers of the first and second printings of this standard can download the errata and Supplement 1. The expanded seismic commentary is available free from the ASCE Library.

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i–xli
Chapter 1 General
1–5
Chapter 2 Combinations of Loads
7–8
Chapter 3 Dead Loads, Soil Loads, and Hydrostatic Pressure
Chapter 4 Live Loads
11–16
Chapter 5 Flood Loads
17–20
Chapter 6 Reserved for Future Provisions
Chapter 7 Snow Loads
23–34
Chapter 8 Rain Loads
35–35
Chapter 9 Reserved for Future Provisions
Chapter 10 Ice Loads—Atmospheric Icing
39–47
Chapter 11 Seismic Design Criteria
49–57
Chapter 12 Seismic Design Requirements for Building Structures
59–85
Chapter 13 Seismic Design Requirements for Nonstructural Components
87–97
Chapter 14 Material Specific Seismic Design and Detailing Requirements
99–104
Chapter 15 Seismic Design Requirements for Nonbuilding Structures
105–119
Chapter 16 Seismic Response History Procedures
121–122
Chapter 17 Seismic Design Requirements for Seismically Isolated Structures
123–131
Chapter 18 Seismic Design Requirements for Structures with Damping Systems
133–145
Chapter 19 Soil-Structure Interaction for Seismic Design
147–149
Chapter 20 Site Classification Procedure for Seismic Design
151–152
Chapter 21 Site-Specific Ground Motion Procedures for Seismic Design
153–155
Chapter 22 Seismic Ground Motion Long-Period Transition and Risk Coefficient Maps
157–177
Chapter 23 Seismic Design Reference Documents
179–182
Chapter 24 Intentionally Left Blank
Chapter 25 Intentionally Left Blank
Chapter 26 Wind Loads: General Requirements
187–201
Chapter 27 Wind Loads on Buildings—MWFRS (Directional Procedure)
203–238
Chapter 28 Wind Loads on Buildings—MWFRS (Envelope Procedure)
239–247
Chapter 29 Wind Loads on Other Structures and Building Appurtenances—MWFRS
249–255
Chapter 30 Wind Loads—Components and Cladding (C&C)
257–297
Chapter 31 Wind Tunnel Procedure
299–299
Appendix 11A Quality Assurance Provisions
301–303
Appendix 11B Existing Building Provisions
305–305
Appendix C Serviceability Considerations
307–307
Appendix D Buildings Exempted from Torsional Wind Load Cases
309–312
Commentary for Chapters 1-10
313–384
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Commentary for Chapters 26-31 (wind)
513–566
Commentary for Appendixes C and D
569–582
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583–593
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