{"id":191238,"date":"2024-10-19T12:05:08","date_gmt":"2024-10-19T12:05:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-562-2019\/"},"modified":"2024-10-25T04:33:14","modified_gmt":"2024-10-25T04:33:14","slug":"aci-562-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-562-2019\/","title":{"rendered":"ACI 562 2019"},"content":{"rendered":"

ACI 562-19, \u201cCode Requirements for Assessment, Repair and Rehabilitation of Existing Concrete Structures,\u201d was developed to provide design professionals a code for the assessment of the damage and deterioration, and the design of appropriate repair and rehabilitation strategies. The code provides minimum requirements for assessment, repair, and rehabilitation of existing structural concrete buildings, members, systems and where applicable, nonbuilding structures. ACI 562-19 was specifically developed to work with the International Existing Building Code (IEBC) or to be adopted as a stand-alone code. Keywords: assessment; bond; corrosion; damage; durability; evaluation; existing structure; fiber-reinforced polymer (FRP); interface bond; licensed design professional; maintenance; rehabilitation; reliability; repair; strengthening.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE <\/td>\n<\/tr>\n
5<\/td>\nPREFACE <\/td>\n<\/tr>\n
7<\/td>\nCHAPTER 1\u2014GENERAL REQUIREMENTS
1.1\u2014General <\/td>\n<\/tr>\n
8<\/td>\n1.2\u2014Criteria for the assessment and design of repair and rehabilitation of existing concrete structures <\/td>\n<\/tr>\n
10<\/td>\n1.3\u2014Applicability of this code <\/td>\n<\/tr>\n
12<\/td>\n1.4\u2014Administration <\/td>\n<\/tr>\n
13<\/td>\n1.5\u2014Responsibilities of the licensed design professional <\/td>\n<\/tr>\n
15<\/td>\n1.6\u2014Construction documents
1.7\u2014Preliminary assessment <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation <\/td>\n<\/tr>\n
19<\/td>\n2.2\u2014Definitions <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 3\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 4\u2014CRITERIA WHEN USING THIS CODE WITH THE INTERNATIONAL EXISTING BUILDING CODE (IEBC)
4.1\u2014General <\/td>\n<\/tr>\n
30<\/td>\n4.2\u2014Compliance method
4.3\u2014Potentially dangerous structural conditions <\/td>\n<\/tr>\n
31<\/td>\n4.4\u2014Substantial structural damage
4.5\u2014Conditions of deterioration, faulty construction, or damage less than substantial structural damage with strengthening <\/td>\n<\/tr>\n
33<\/td>\n4.6\u2014Conditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening <\/td>\n<\/tr>\n
34<\/td>\n4.7\u2014Additions
4.8\u2014Alterations
4.9\u2014Change of occupancy <\/td>\n<\/tr>\n
35<\/td>\nCHAPTER 5\u2014LOADS, FACTORED LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS
5.1\u2014General
5.2\u2014Load factors and load combinations <\/td>\n<\/tr>\n
36<\/td>\n5.3\u2014Strength reduction factors for rehabilitation design
5.4\u2014Strength reduction factors for assessment <\/td>\n<\/tr>\n
37<\/td>\n5.5\u2014Additional load combinations for structures rehabilitated with external reinforcing systems <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 6\u2014ASSESSMENT, EVALUATION, AND ANALYSIS
6.1\u2014Structural assessment
6.2\u2014Investigation and structural evaluation <\/td>\n<\/tr>\n
41<\/td>\n6.3\u2014Material properties <\/td>\n<\/tr>\n
43<\/td>\n6.4\u2014Test methods to quantify material and member properties <\/td>\n<\/tr>\n
47<\/td>\n6.5\u2014Structural analysis of existing structures <\/td>\n<\/tr>\n
48<\/td>\n6.6\u2014Structural serviceability
6.7\u2014Structural analysis for repair design <\/td>\n<\/tr>\n
49<\/td>\n6.8\u2014Strength evaluation by load testing <\/td>\n<\/tr>\n
51<\/td>\nCHAPTER 7\u2014DESIGN OF STRUCTURAL REPAIRS
7.1\u2014General
7.2\u2014Strength and serviceability
7.3\u2014Behavior of repaired systems <\/td>\n<\/tr>\n
52<\/td>\n7.4\u2014Interface bond of cementitious repair materials <\/td>\n<\/tr>\n
55<\/td>\n7.5\u2014Materials <\/td>\n<\/tr>\n
56<\/td>\n7.6\u2014Design and detailing considerations <\/td>\n<\/tr>\n
60<\/td>\n7.7\u2014Repair using supplemental post-tensioning <\/td>\n<\/tr>\n
61<\/td>\n7.8\u2014Repair using fiber-reinforced polymer (FRP) composites <\/td>\n<\/tr>\n
62<\/td>\n7.9\u2014Performance under fire and elevated temperatures <\/td>\n<\/tr>\n
65<\/td>\nCHAPTER 8\u2014DURABILITY
8.1\u2014General <\/td>\n<\/tr>\n
67<\/td>\n8.2\u2014Cover <\/td>\n<\/tr>\n
68<\/td>\n8.3\u2014Cracks <\/td>\n<\/tr>\n
69<\/td>\n8.4\u2014Corrosion and deterioration of reinforcement and metallic embedments <\/td>\n<\/tr>\n
71<\/td>\n8.5\u2014Surface treatments and coatings <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 9\u2014CONSTRUCTION
9.1\u2014General
9.2\u2014Stability and temporary shoring requirements <\/td>\n<\/tr>\n
74<\/td>\n9.3\u2014Temporary conditions
9.4\u2014Environmental issues <\/td>\n<\/tr>\n
75<\/td>\nCHAPTER 10\u2014QUALITY ASSURANCE
10.1\u2014General
10.2\u2014Inspection <\/td>\n<\/tr>\n
77<\/td>\n10.3\u2014Testing of repair materials <\/td>\n<\/tr>\n
78<\/td>\n10.4\u2014Construction observations <\/td>\n<\/tr>\n
79<\/td>\nCHAPTER 11\u2014COMMENTARY REFERENCES <\/td>\n<\/tr>\n
84<\/td>\nAuthored documents <\/td>\n<\/tr>\n
87<\/td>\nAPPENDIX A\u2014CRITERIA AS A STAND-ALONE CODE
A.1\u2014General
A.2\u2014Design-basis code criteria <\/td>\n<\/tr>\n
89<\/td>\nA.3\u2014Potentially dangerous structural conditions <\/td>\n<\/tr>\n
90<\/td>\nA.4\u2014Substantial structural damage <\/td>\n<\/tr>\n
91<\/td>\nA.5\u2014Conditions of deterioration, faulty construction, or damage less than substantial structural damage with strengthening <\/td>\n<\/tr>\n
94<\/td>\nA.6\u2014Conditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening
A.7\u2014Additions
A.8\u2014Alterations <\/td>\n<\/tr>\n
95<\/td>\nA.9\u2014Change of occupancy <\/td>\n<\/tr>\n
96<\/td>\nKey changes from ACI 562-16 to ACI 562-19: Summary of revisions
Major revisions
Minor revisions <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

562-19: Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Structures and Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2019<\/td>\n100<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":191240,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-191238","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\/191238","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\/191240"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=191238"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=191238"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=191238"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}