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ASCE Standard 7 2016

ASCE Standard 7 2016

$130.00

ASCE Standard 7: Minimum Design Loads and Associated Criteria for Buildings and Other Structures

Published By Publication Date Number of Pages
ASCE 2016 889
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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/SEI 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 ASCE/SEI 7-10, coordinates with the most recent material standards, including the 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.

PDF Catalog

PDF Pages PDF Title
1 Cover
3 Copyright
5 Tips for Using This Standard
6 BRIEF CONTENTS
10 CONTENTS
48 ACKNOWLEDGMENTS
54 IN MEMORIAM
56 1 GENERAL
62 2 COMBINATIONS OF LOADS
66 3 DEAD LOADS, SOIL LOADS, AND HYDROSTATIC PRESSURE
68 4 LIVE LOADS
76 5 FLOOD LOADS
80 6 TSUNAMI LOADS AND EFFECTS
106 7 SNOW LOADS
120 8 RAIN LOADS
122 9 RESERVED FOR FUTURE PROVISIONS
124 10 ICE LOADS—ATMOSPHERIC ICING
132 11 SEISMIC DESIGN CRITERIA
144 12 SEISMIC DESIGN REQUIREMENTS FOR BUILDING STRUCTURES
176 13 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS
190 14 MATERIAL-SPECIFIC SEISMIC DESIGN AND DETAILING REQUIREMENTS
200 15 SEISMIC DESIGN REQUIREMENTS FOR NONBUILDING STRUCTURES
218 16 NONLINEAR RESPONSE HISTORY ANALYSIS
222 17 SEISMIC DESIGN REQUIREMENTS FOR SEISMICALLY ISOLATED STRUCTURES
236 18 SEISMIC DESIGN REQUIREMENTS FOR STRUCTURES WITH DAMPING SYSTEMS
252 19 SOIL–STRUCTURE INTERACTION FOR SEISMIC DESIGN
258 20 SITE CLASSIFICATION PROCEDURE FOR SEISMIC DESIGN
260 21 SITE-SPECIFIC GROUND MOTION PROCEDURES FOR SEISMIC DESIGN
264 22 SEISMIC GROUND MOTION, LONG-PERIOD TRANSITION, AND RISK COEFFICIENT MAPS
292 23 SEISMIC DESIGN REFERENCE DOCUMENTS
296 24 RESERVED FOR FUTURE PROVISIONS
298 25 RESERVED FOR FUTURE PROVISIONS
300 26 WIND LOADS: GENERAL REQUIREMENTS
328 27 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (DIRECTIONAL PROCEDURE
366 28 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (ENVELOPE PROCEDURE
376 29 WIND LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES: MAIN WIND FORCE
RESISTING SYSTEM (DIRECTIONAL PROCEDURE
388 30 WIND LOADS: COMPONENTS AND CLADDING
444 31 WIND TUNNEL PROCEDURE
446 APPENDIX 11A QUALITY ASSURANCE PROVISIONS (Deleted
448 APPENDIX 11B EXISTING BUILDING PROVISIONS
450 APPENDIX C SERVICEABILITY CONSIDERATIONS
452 APPENDIX D BUILDINGS EXEMPTED FROM TORSIONAL WIND LOAD CASES
456 APPENDIX E PERFORMANCE-BASED DESIGN PROCEDURES FOR FIRE EFFECTS ON STRUCTURES
460 COMMENTARY TO STANDARD ASCE/SEI 7-16
CHAPTER C1 GENERAL
472 C2 COMBINATIONS OF LOADS
480 C3 DEAD LOADS, SOIL LOADS, AND HYDROSTATIC PRESSURE
488 C4 LIVE LOADS
494 C5 FLOOD LOADS
502 C6 TSUNAMI LOADS AND EFFECTS
544 C7 SNOW LOADS
562 C8 RAIN LOADS
570 C9 RESERVED FOR FUTURE COMMENTARY
572 C10 ICE LOADS—ATMOSPHERIC ICING
580 C11 SEISMIC DESIGN CRITERIA
598 C12 SEISMIC DESIGN REQUIREMENTS FOR BUILDING STRUCTURES
648 C13 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS
674 C14 MATERIAL-SPECIFIC SEISMIC DESIGN AND DETAILING REQUIREMENTS
686 C15 SEISMIC DESIGN REQUIREMENTS FOR NONBUILDING STRUCTURES
712 C16 NONLINEAR RESPONSE HISTORY ANALYSIS
728 C17 SEISMIC DESIGN REQUIREMENTS FOR SEISMICALLY ISOLATED STRUCTURES
748 C18 SEISMIC DESIGN REQUIREMENTS FOR STRUCTURES WITH DAMPING SYSTEMS
758 C19 SOIL–STRUCTURE INTERACTION FOR SEISMIC DESIGN
764 C20 SITE CLASSIFICATION PROCEDURE FOR SEISMIC DESIGN
766 C21 SITE-SPECIFIC GROUND MOTION PROCEDURES FOR SEISMIC DESIGN
772 C22 SEISMIC GROUND MOTION, LONG-PERIOD TRANSITION, AND RISK COEFFICIENT MAPS
780 C23 SEISMIC DESIGN REFERENCE DOCUMENTS (No Commentary
782 C24 RESERVED FOR FUTURE COMMENTARY
784 C25 RESERVED FOR FUTURE COMMENTARY
786 C26 WIND LOADS: GENERAL REQUIREMENTS
822 C27 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (DIRECTIONAL PROCEDURE
826 C28 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (ENVELOPE PROCEDURE
830 C29 WIND LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES: MAIN WIND FORCE
RESISTING SYSTEM (DIRECTIONAL PROCEDURE
836 C30 WIND LOADS: COMPONENTS AND CLADDING
848 C31 WIND TUNNEL PROCEDURE
852 APPENDIX C11A QUALITY ASSURANCE PROVISIONS (Deleted
854 APPENDIX C11B EXISTING BUILDING PROVISIONS (No Commentary
856 APPENDIX CC SERVICEABILITY CONSIDERATIONS
868 APPENDIX CD BUILDINGS EXEMPTED FROM TORSIONAL WIND LOAD CASES
870 APPENDIX CE PERFORMANCE-BASED DESIGN PROCEDURES FOR FIRE EFFECTS ON STRUCTURES
878 INDEX

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