{"id":176066,"date":"2024-10-19T10:54:53","date_gmt":"2024-10-19T10:54:53","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d813-99w-1999\/"},"modified":"2024-10-25T03:08:58","modified_gmt":"2024-10-25T03:08:58","slug":"aisc-d813-99w-1999","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d813-99w-1999\/","title":{"rendered":"AISC D813 99W 1999"},"content":{"rendered":"

Design Guide 13 covers the determination of design strength and stiffness for unreinforced wide-flange columns at locations of strong-axis beam-to-column moment connections, as well as the design of column stiffening elements, such as trans-verse stiffeners (also known as continuity plates) and web doubler plates, when the unreinforced column strength and\/or stiffness is inadequate. Recommendations for economy are included in both cases.<\/p>\n

PDF Catalog<\/h4>\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
1<\/td>\nSteel Design Guide 13 <\/td>\n<\/tr>\n
3<\/td>\nCopyright <\/td>\n<\/tr>\n
4<\/td>\nTable of Contents <\/td>\n<\/tr>\n
5<\/td>\nChapter 1 Introduction <\/td>\n<\/tr>\n
7<\/td>\nChapter 2 Strong-Axis Moment Connections to Unreinforced Columns <\/td>\n<\/tr>\n
17<\/td>\nChapter 3 Economical Selection of Columns <\/td>\n<\/tr>\n
21<\/td>\nChapter 4 Strong-Axis Moment Connections to Stiffened Columns <\/td>\n<\/tr>\n
37<\/td>\nChapter 5 Special Considerations <\/td>\n<\/tr>\n
43<\/td>\nChapter 6 Design Examples <\/td>\n<\/tr>\n
69<\/td>\nReferences <\/td>\n<\/tr>\n
71<\/td>\nAppendix A Column Panel-Zone Web Shear Strength <\/td>\n<\/tr>\n
79<\/td>\nAppendix B Local Column Strength at an Intermediate Location Along a Wide-Flange Column <\/td>\n<\/tr>\n
87<\/td>\nAppendix C Local Column Strength at a Wide-Flange Column-End Location <\/td>\n<\/tr>\n
99<\/td>\nAppendix D Column Stiffening Considerations for Weak-Axis Moment Connections <\/td>\n<\/tr>\n
105<\/td>\nRevisions and Errata List <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Design Guide 13: Wide-Flange Column Stiffening at Moment Connections<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n1999<\/td>\n105<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176069,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-176066","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisc","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\/176066","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\/176069"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176066"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176066"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176066"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}