{"id":431743,"date":"2024-10-20T07:30:02","date_gmt":"2024-10-20T07:30:02","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-8-2022-2023\/"},"modified":"2024-10-26T14:14:17","modified_gmt":"2024-10-26T14:14:17","slug":"asce-8-2022-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-8-2022-2023\/","title":{"rendered":"ASCE 8 2022 2023"},"content":{"rendered":"

Prepared by the Stainless Steel Specification Committee of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE<\/p>\n

<\/i><\/p>\n

Specification for the Design of Cold-Formed Stainless Steel Structural Members<\/i>, Standard ASCE\/SEI 8-22, provides design criteria for the determination of the strength of cold-formed stainless steel structural members and connections for use in buildings and other statically loaded structures. It is a significant update to ASCE 8-02 which incorporates the latest findings in both stainless steel and carbon steel research and practice.<\/p>\n

Major changes include adoption of format, provisions, and reliability indexes aligned with AISI S100-16 where possible; adoption of the use of initial modulus of elasticity and transverse 0.2% offset yield stress; integration of new design methods such as the direct strength method and the continuous strength method; corrosion resistance requirements specific to stainless steel applications; a broader scope of stainless steel alloys; and a useful summary of applicable alloy properties. This updated standard has been adopted into the International Building Code.<\/p>\n

The design strength requirements of this standard are intended for use by structural engineers and those engaged in preparing and administrating local building codes.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nSpecification for theDesign of Cold-FormedStainless SteelStructural Members <\/td>\n<\/tr>\n
6<\/td>\nCONTENTS <\/td>\n<\/tr>\n
14<\/td>\nPREFACE <\/td>\n<\/tr>\n
16<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
18<\/td>\nChapter 1: General Provisions
1.1 Scope, Applicability, and Definitions <\/td>\n<\/tr>\n
26<\/td>\nChapter 2: Design Requirements <\/td>\n<\/tr>\n
30<\/td>\nChapter 3: Design for Stability <\/td>\n<\/tr>\n
36<\/td>\nChapter 4: Members in Tension <\/td>\n<\/tr>\n
38<\/td>\nChapter 5: Members in Compression <\/td>\n<\/tr>\n
42<\/td>\nChapter 6: Members in Flexure <\/td>\n<\/tr>\n
48<\/td>\nChapter 7: Members in Shear and Web Crippling <\/td>\n<\/tr>\n
54<\/td>\nChapter 8: Members Under Combined Forces <\/td>\n<\/tr>\n
58<\/td>\nChapter 9: Assemblies and Systems <\/td>\n<\/tr>\n
60<\/td>\nChapter 10: Connections and Joints <\/td>\n<\/tr>\n
76<\/td>\nChapter 11: Strength for Special Cases <\/td>\n<\/tr>\n
80<\/td>\nChapter 12: Design for Serviceability <\/td>\n<\/tr>\n
82<\/td>\nChapter 13: Design for Fatigue <\/td>\n<\/tr>\n
86<\/td>\nAppendix A: Effective Width of Elements <\/td>\n<\/tr>\n
96<\/td>\nAppendix B: Elastic Buckling Analysis of Members <\/td>\n<\/tr>\n
104<\/td>\nAppendix C: Material Properties <\/td>\n<\/tr>\n
108<\/td>\nChapter C1: General Provisions <\/td>\n<\/tr>\n
112<\/td>\nChapter C2: Design Requirements <\/td>\n<\/tr>\n
116<\/td>\nChapter C3: Design for Stability <\/td>\n<\/tr>\n
118<\/td>\nChapter C4: Members in Tension <\/td>\n<\/tr>\n
120<\/td>\nChapter C5: Members in Compression <\/td>\n<\/tr>\n
122<\/td>\nChapter C6: Members in Flexure <\/td>\n<\/tr>\n
124<\/td>\nChapter C7: Members in Shear and Web Crippling <\/td>\n<\/tr>\n
126<\/td>\nChapter C8: Members Under Combined Forces <\/td>\n<\/tr>\n
128<\/td>\nChapter C9: Assemblies and Systems <\/td>\n<\/tr>\n
130<\/td>\nChapter C10: Connections and Joints <\/td>\n<\/tr>\n
136<\/td>\nChapter C11: Strength for Special Cases <\/td>\n<\/tr>\n
138<\/td>\nChapter C12: Design for Serviceability <\/td>\n<\/tr>\n
140<\/td>\nChapter C13: Design for Fatigue <\/td>\n<\/tr>\n
142<\/td>\nAppendix CA: Effective Width of Elements <\/td>\n<\/tr>\n
144<\/td>\nAppendix CB: Elastic Buckling Analysis of Members <\/td>\n<\/tr>\n
146<\/td>\nAppendix CC: Material Properties <\/td>\n<\/tr>\n
148<\/td>\nREFERENCES <\/td>\n<\/tr>\n
152<\/td>\nIndex_online.pdf
INDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE\/SEI 8-22:Specification for the Design of Cold-Formed Stainless Steel Structural Members<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":431750,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-431743","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\/431743","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\/431750"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=431743"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=431743"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=431743"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}