{"id":430081,"date":"2024-10-20T07:21:33","date_gmt":"2024-10-20T07:21:33","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-550-5-2018-werrata2022\/"},"modified":"2024-10-26T14:00:23","modified_gmt":"2024-10-26T14:00:23","slug":"aci-550-5-2018-werrata2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-550-5-2018-werrata2022\/","title":{"rendered":"ACI 550.5 2018 wERRATA2022"},"content":{"rendered":"

This standard describes code requirements for the design of precast concrete diaphragms subject to earthquake motions where used under the design provisions of ASCE\/SEI 7-16 Section 12.10.3 and ACI 318. The response of precast concrete diaphragms under earthquake motions depends primarily on the strength, stiffness, and deformation capacities of the connectors and the reinforcement at joints between the precast concrete members. The seismic forces specified in ASCE\/SEI 7 for the design of precast concrete diaphragms, their chords, and collectors in structures assigned to Seismic Design Category (SDC) C, D, E, or F are tied to force reduction factors specified in ASCE\/SEI 7-16 Chapter 12, and to the shear overstrength provided by the connections and the reinforcement at joints specified in ASCE\/SEI 7-16 Chapter 14. The shear overstrength depends on the design methodology, elastic or ductile, used for the diaphragm and targets elastic response for the maximum considered earthquake for shear connections regardless of the design option selected. The design option that can be used depends on the assigned design category and on the span and aspect ratio of the diaphragm. The selection of the design option is associated with minimum requirements for the tensile deformation capacity of the connections and the reinforcement at joints. Keywords: connections; diaphragms; earthquake-resistant structures; precast concrete; seismic design.<\/p>\n

PDF Catalog<\/h4>\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
CHAPTER 1\u2014GENERAL
1.1\u2014Introduction <\/td>\n<\/tr>\n
6<\/td>\n1.2\u2014Scope
1.3\u2014Structural drawings
1.2\u2014Scope
1.3\u2014Structural drawings <\/td>\n<\/tr>\n
7<\/td>\n1.4\u2014Units
1.4\u2014Units <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation
2.2\u2014Definitions
CHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation
2.2\u2014Definitions <\/td>\n<\/tr>\n
10<\/td>\nCHAPTER 3\u2014REFERENCED STANDARDS
CHAPTER 3\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 4\u2014GENERAL CONSIDERATIONS
4.1\u2014General design considerations
4.2\u2014Materials
4.3\u2014Minimum thickness
4.4\u2014Tolerances
CHAPTER 4\u2014GENERAL CONSIDERATIONS
4.1\u2014General design considerations
4.2\u2014Materials
4.3\u2014Minimum thickness
4.4\u2014Tolerances <\/td>\n<\/tr>\n
13<\/td>\nCHAPTER 5\u2014DESIGN FORCES, SEISMIC DEMAND LEVELS, AND ANALYSIS
5.1\u2014General
5.2\u2014Diaphragm seismic design force
CHAPTER 5\u2014DESIGN FORCES, SEISMIC DEMAND LEVELS, AND ANALYSIS
5.1\u2014General
5.2\u2014Diaphragm seismic design force <\/td>\n<\/tr>\n
14<\/td>\n5.3\u2014Diaphragm seismic demand level
5.3\u2014Diaphragm seismic demand level <\/td>\n<\/tr>\n
15<\/td>\n5.4\u2014Diaphragm nominal shear strength
5.4\u2014Diaphragm nominal shear strength <\/td>\n<\/tr>\n
17<\/td>\n5.5\u2014Diaphragm modeling and analysis
5.5\u2014Diaphragm modeling and analysis <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 6\u2014DIAPHRAGM DESIGN OPTIONS
6.1\u2014General
CHAPTER 6\u2014DIAPHRAGM DESIGN OPTIONS
6.1\u2014General <\/td>\n<\/tr>\n
22<\/td>\n6.2\u2014Elastic design option
6.3\u2014Basic design option
6.4\u2014Reduced design option
6.2\u2014Elastic design option
6.3\u2014Basic design option
6.4\u2014Reduced design option <\/td>\n<\/tr>\n
23<\/td>\nCHAPTER 7\u2014DIAPHRAGM CONNECTIONS AND REINFORCEMENT AT JOINTS
7.1\u2014General
7.2\u2014Connection classifications
CHAPTER 7\u2014DIAPHRAGM CONNECTIONS AND REINFORCEMENT AT JOINTS
7.1\u2014General
7.2\u2014Connection classifications <\/td>\n<\/tr>\n
24<\/td>\n7.3\u2014Deformed bar reinforcement
7.4\u2014Special inspection
7.3\u2014Deformed bar reinforcement
7.4\u2014Special inspection <\/td>\n<\/tr>\n
25<\/td>\nR8\u2014COMMENTARY REFERENCES AND ACRONYMS
R8.1\u2014References
R8.2\u2014Acronyms
R8\u2014COMMENTARY REFERENCES AND ACRONYMS
R8.1\u2014References
R8.2\u2014Acronyms <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI CODE-550.5-18:Code Requirements for the Design of Precast Concrete Diaphragms for Earthquake Motions (ACI 550.5) and Commentary (ACI 550.5R) with ERRATA as of September 30, 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>\n2018<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":430083,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-430081","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\/430081","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\/430083"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=430081"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=430081"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=430081"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}