{"id":415129,"date":"2024-10-20T06:03:28","date_gmt":"2024-10-20T06:03:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-550-3-2013-ra-2022\/"},"modified":"2024-10-26T11:16:51","modified_gmt":"2024-10-26T11:16:51","slug":"aci-550-3-2013-ra-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-550-3-2013-ra-2022\/","title":{"rendered":"ACI 550.3 2013 RA 2022"},"content":{"rendered":"

This Standard defines requirements that may be used to design special hybrid moment frames composed of discretely jointed precast concrete beams post-tensioned to concrete columns. After a major earthquake, these hybrid moment frames should exhibit minimal damage in beam-column regions and negligible permanent displacements. Hybrid moment frames do not satisfy the prescriptive requirements of Chapter 21 of ACI 318-11 for frames of monolithic construction. According to 21.1.1.8 of ACI 318-11, their acceptance requires demonstration by experimental evidence and analysis that the frames have strength and toughness equal to or exceeding those provided by comparable monolithic reinforced concrete frames that satisfy the prescriptive requirements of Chapter 21. This Standard describes the requirements that the licensed design professional may use to demonstrate, through analysis, that such frames have strength and toughness at least equal to those of comparable monolithic frames. This Standard is a revision of the ACI T1.2 Standard. In this Standard, consistent with the format of ACI 318, the word \u201cSection\u201d is not included before a reference to a section of ACI 318. To more clearly designate a section of this Standard, however, the word \u201cSection\u201d is used before any reference to a section of this Standard. Consistent with the format of ASCE\/SEI 7, the word \u201cSection\u201d is also included before a reference to a section of ASCE\/SEI 7. Keywords: drift ratio; earthquake-resistant design; energy dissipation; moment frame; post-tensioning; precast concrete; prestressed concrete; test module; toughness.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 1\u2014GENERAL
1.1\u2014Introduction <\/td>\n<\/tr>\n
6<\/td>\n1.2\u2014Scope <\/td>\n<\/tr>\n
8<\/td>\n1.3\u2014Structural drawings
1.4\u2014Units <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation <\/td>\n<\/tr>\n
10<\/td>\n2.2\u2014Definitions <\/td>\n<\/tr>\n
12<\/td>\nCHAPTER 3\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
13<\/td>\nCHAPTER 4\u2014MATERIALS
4.1\u2014General
4.2\u2014Ducts
4.3\u2014Energy-dissipating reinforcement
4.4\u2014Prestressing strands and tendons
R4\u2014MATERIALS <\/td>\n<\/tr>\n
14<\/td>\n4.5\u2014Interface grout
4.6\u2014Grout for anchorage of energy-dissipating reinforcement <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 5\u2014FRAMING SYSTEM REQUIREMENTS
5.1\u2014General
5.2\u2014Strength
5.3\u2014Drift <\/td>\n<\/tr>\n
16<\/td>\n5.4\u2014Moment frame characteristics <\/td>\n<\/tr>\n
17<\/td>\n5.5\u2014Distribution of moment frames within structures <\/td>\n<\/tr>\n
18<\/td>\n5.6\u2014Moment frame-floor slab interactions <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 6\u2014DESIGN REQUIREMENTS FOR BEAMS OF MOMENT FRAMES
6.1\u2014Prestress
6.2\u2014Beam design <\/td>\n<\/tr>\n
21<\/td>\nCHAPTER 7\u2014REQUIREMENTS FOR BEAM-COLUMN INTERFACES OF MOMENT FRAMES
7.1\u2014General
7.2\u2014Prestress force
7.3\u2014Interface grout <\/td>\n<\/tr>\n
22<\/td>\n7.4\u2014Energy-dissipating reinforcement
7.5\u2014Nominal flexural strength
7.6\u2014Probable flexural strength <\/td>\n<\/tr>\n
25<\/td>\n7.7\u2014Anchorage of energy-dissipating reinforcement <\/td>\n<\/tr>\n
27<\/td>\n7.8\u2014Distribution of flexural reinforcement <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 8\u2014FRAME JOINTS
8.1\u2014General <\/td>\n<\/tr>\n
29<\/td>\nR9\u2014COMMENTARY REFERENCES
Authored references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI CODE-550.3-13 Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI 374.1 (Reapproved 2022)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2013<\/td>\n32<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":415134,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-415129","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","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\/415129","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\/415134"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=415129"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=415129"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=415129"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}