{"id":170092,"date":"2024-10-19T10:27:28","date_gmt":"2024-10-19T10:27:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-standard-7-2016\/"},"modified":"2024-10-25T02:37:31","modified_gmt":"2024-10-25T02:37:31","slug":"asce-standard-7-2016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-standard-7-2016\/","title":{"rendered":"ASCE Standard 7 2016"},"content":{"rendered":"

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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
3<\/td>\nCopyright <\/td>\n<\/tr>\n
5<\/td>\nTips for Using This Standard <\/td>\n<\/tr>\n
6<\/td>\nBRIEF CONTENTS <\/td>\n<\/tr>\n
10<\/td>\nCONTENTS <\/td>\n<\/tr>\n
48<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
54<\/td>\nIN MEMORIAM <\/td>\n<\/tr>\n
56<\/td>\n1 GENERAL <\/td>\n<\/tr>\n
62<\/td>\n2 COMBINATIONS OF LOADS <\/td>\n<\/tr>\n
66<\/td>\n3 DEAD LOADS, SOIL LOADS, AND HYDROSTATIC PRESSURE <\/td>\n<\/tr>\n
68<\/td>\n4 LIVE LOADS <\/td>\n<\/tr>\n
76<\/td>\n5 FLOOD LOADS <\/td>\n<\/tr>\n
80<\/td>\n6 TSUNAMI LOADS AND EFFECTS <\/td>\n<\/tr>\n
106<\/td>\n7 SNOW LOADS <\/td>\n<\/tr>\n
120<\/td>\n8 RAIN LOADS <\/td>\n<\/tr>\n
122<\/td>\n9 RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
124<\/td>\n10 ICE LOADS\u2014ATMOSPHERIC ICING <\/td>\n<\/tr>\n
132<\/td>\n11 SEISMIC DESIGN CRITERIA <\/td>\n<\/tr>\n
144<\/td>\n12 SEISMIC DESIGN REQUIREMENTS FOR BUILDING STRUCTURES <\/td>\n<\/tr>\n
176<\/td>\n13 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS <\/td>\n<\/tr>\n
190<\/td>\n14 MATERIAL-SPECIFIC SEISMIC DESIGN AND DETAILING REQUIREMENTS <\/td>\n<\/tr>\n
200<\/td>\n15 SEISMIC DESIGN REQUIREMENTS FOR NONBUILDING STRUCTURES <\/td>\n<\/tr>\n
218<\/td>\n16 NONLINEAR RESPONSE HISTORY ANALYSIS <\/td>\n<\/tr>\n
222<\/td>\n17 SEISMIC DESIGN REQUIREMENTS FOR SEISMICALLY ISOLATED STRUCTURES <\/td>\n<\/tr>\n
236<\/td>\n18 SEISMIC DESIGN REQUIREMENTS FOR STRUCTURES WITH DAMPING SYSTEMS <\/td>\n<\/tr>\n
252<\/td>\n19 SOIL\u2013STRUCTURE INTERACTION FOR SEISMIC DESIGN <\/td>\n<\/tr>\n
258<\/td>\n20 SITE CLASSIFICATION PROCEDURE FOR SEISMIC DESIGN <\/td>\n<\/tr>\n
260<\/td>\n21 SITE-SPECIFIC GROUND MOTION PROCEDURES FOR SEISMIC DESIGN <\/td>\n<\/tr>\n
264<\/td>\n22 SEISMIC GROUND MOTION, LONG-PERIOD TRANSITION, AND RISK COEFFICIENT MAPS <\/td>\n<\/tr>\n
292<\/td>\n23 SEISMIC DESIGN REFERENCE DOCUMENTS <\/td>\n<\/tr>\n
296<\/td>\n24 RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
298<\/td>\n25 RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
300<\/td>\n26 WIND LOADS: GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
328<\/td>\n27 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (DIRECTIONAL PROCEDURE <\/td>\n<\/tr>\n
366<\/td>\n28 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (ENVELOPE PROCEDURE <\/td>\n<\/tr>\n
376<\/td>\n29 WIND LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES: MAIN WIND FORCE
\n RESISTING SYSTEM (DIRECTIONAL PROCEDURE <\/td>\n<\/tr>\n
388<\/td>\n30 WIND LOADS: COMPONENTS AND CLADDING <\/td>\n<\/tr>\n
444<\/td>\n31 WIND TUNNEL PROCEDURE <\/td>\n<\/tr>\n
446<\/td>\nAPPENDIX 11A QUALITY ASSURANCE PROVISIONS (Deleted <\/td>\n<\/tr>\n
448<\/td>\nAPPENDIX 11B EXISTING BUILDING PROVISIONS <\/td>\n<\/tr>\n
450<\/td>\nAPPENDIX C SERVICEABILITY CONSIDERATIONS <\/td>\n<\/tr>\n
452<\/td>\nAPPENDIX D BUILDINGS EXEMPTED FROM TORSIONAL WIND LOAD CASES <\/td>\n<\/tr>\n
456<\/td>\nAPPENDIX E PERFORMANCE-BASED DESIGN PROCEDURES FOR FIRE EFFECTS ON STRUCTURES <\/td>\n<\/tr>\n
460<\/td>\nCOMMENTARY TO STANDARD ASCE\/SEI 7-16
CHAPTER C1 GENERAL <\/td>\n<\/tr>\n
472<\/td>\nC2 COMBINATIONS OF LOADS <\/td>\n<\/tr>\n
480<\/td>\nC3 DEAD LOADS, SOIL LOADS, AND HYDROSTATIC PRESSURE <\/td>\n<\/tr>\n
488<\/td>\nC4 LIVE LOADS <\/td>\n<\/tr>\n
494<\/td>\nC5 FLOOD LOADS <\/td>\n<\/tr>\n
502<\/td>\nC6 TSUNAMI LOADS AND EFFECTS <\/td>\n<\/tr>\n
544<\/td>\nC7 SNOW LOADS <\/td>\n<\/tr>\n
562<\/td>\nC8 RAIN LOADS <\/td>\n<\/tr>\n
570<\/td>\nC9 RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
572<\/td>\nC10 ICE LOADS\u2014ATMOSPHERIC ICING <\/td>\n<\/tr>\n
580<\/td>\nC11 SEISMIC DESIGN CRITERIA <\/td>\n<\/tr>\n
598<\/td>\nC12 SEISMIC DESIGN REQUIREMENTS FOR BUILDING STRUCTURES <\/td>\n<\/tr>\n
648<\/td>\nC13 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS <\/td>\n<\/tr>\n
674<\/td>\nC14 MATERIAL-SPECIFIC SEISMIC DESIGN AND DETAILING REQUIREMENTS <\/td>\n<\/tr>\n
686<\/td>\nC15 SEISMIC DESIGN REQUIREMENTS FOR NONBUILDING STRUCTURES <\/td>\n<\/tr>\n
712<\/td>\nC16 NONLINEAR RESPONSE HISTORY ANALYSIS <\/td>\n<\/tr>\n
728<\/td>\nC17 SEISMIC DESIGN REQUIREMENTS FOR SEISMICALLY ISOLATED STRUCTURES <\/td>\n<\/tr>\n
748<\/td>\nC18 SEISMIC DESIGN REQUIREMENTS FOR STRUCTURES WITH DAMPING SYSTEMS <\/td>\n<\/tr>\n
758<\/td>\nC19 SOIL\u2013STRUCTURE INTERACTION FOR SEISMIC DESIGN <\/td>\n<\/tr>\n
764<\/td>\nC20 SITE CLASSIFICATION PROCEDURE FOR SEISMIC DESIGN <\/td>\n<\/tr>\n
766<\/td>\nC21 SITE-SPECIFIC GROUND MOTION PROCEDURES FOR SEISMIC DESIGN <\/td>\n<\/tr>\n
772<\/td>\nC22 SEISMIC GROUND MOTION, LONG-PERIOD TRANSITION, AND RISK COEFFICIENT MAPS <\/td>\n<\/tr>\n
780<\/td>\nC23 SEISMIC DESIGN REFERENCE DOCUMENTS (No Commentary <\/td>\n<\/tr>\n
782<\/td>\nC24 RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
784<\/td>\nC25 RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
786<\/td>\nC26 WIND LOADS: GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
822<\/td>\nC27 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (DIRECTIONAL PROCEDURE <\/td>\n<\/tr>\n
826<\/td>\nC28 WIND LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM (ENVELOPE PROCEDURE <\/td>\n<\/tr>\n
830<\/td>\nC29 WIND LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES: MAIN WIND FORCE
\n RESISTING SYSTEM (DIRECTIONAL PROCEDURE <\/td>\n<\/tr>\n
836<\/td>\nC30 WIND LOADS: COMPONENTS AND CLADDING <\/td>\n<\/tr>\n
848<\/td>\nC31 WIND TUNNEL PROCEDURE <\/td>\n<\/tr>\n
852<\/td>\nAPPENDIX C11A QUALITY ASSURANCE PROVISIONS (Deleted <\/td>\n<\/tr>\n
854<\/td>\nAPPENDIX C11B EXISTING BUILDING PROVISIONS (No Commentary <\/td>\n<\/tr>\n
856<\/td>\nAPPENDIX CC SERVICEABILITY CONSIDERATIONS <\/td>\n<\/tr>\n
868<\/td>\nAPPENDIX CD BUILDINGS EXEMPTED FROM TORSIONAL WIND LOAD CASES <\/td>\n<\/tr>\n
870<\/td>\nAPPENDIX CE PERFORMANCE-BASED DESIGN PROCEDURES FOR FIRE EFFECTS ON STRUCTURES <\/td>\n<\/tr>\n
878<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 7: Minimum Design Loads and Associated Criteria for Buildings and Other Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2016<\/td>\n889<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":170096,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-170092","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/170092","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/170096"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=170092"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=170092"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=170092"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}