{"id":380612,"date":"2024-10-20T03:07:41","date_gmt":"2024-10-20T03:07:41","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-355-4m-2019\/"},"modified":"2024-10-26T05:40:02","modified_gmt":"2024-10-26T05:40:02","slug":"aci-355-4m-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-355-4m-2019\/","title":{"rendered":"ACI 355.4M 2019"},"content":{"rendered":"
This standard prescribes testing programs and evaluation requirements for post-installed adhesive anchors intended for use in concrete under the design provisions of ACI 318M. Testing and assessment criteria are provided for various conditions of use, including seismic loading; sustained loading; aggressive environments; reduced and elevated temperatures; and for determining whether anchors are acceptable for use in uncracked concrete only, or acceptable for service both in cracked and uncracked concrete. Criteria are provided for establishing the characteristic bond strength, reductions for adverse conditions, and the anchor category and associated job-site quality control requirements. The official version of this ACI document uses inch-pound units. A conversion of an ACI document into SI units is for the convenience of users. Care has been taken to ensure that the conversion is correct; however, ACI does not guarantee its accuracy. Official interpretation of this ACI document shall be based only on the U.S. customary units. Keywords: adhesive anchors; cracked concrete; fasteners; post-installed anchors; qualification procedures; uncracked concrete.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | CHAPTER 1\u2014INTRODUCTION <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | CHAPTER 3\u2014GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | CHAPTER 4\u2014REQUIREMENTS FOR TEST SPECIMENS, ANCHOR INSTALLATION, AND TESTING <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | CHAPTER 5\u2014REQUIREMENTS FOR ANCHOR IDENTIFICATION <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | CHAPTER 6\u2014REFERENCE TESTS <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | CHAPTER 7\u2014RELIABILITY TESTS <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | CHAPTER 8\u2014SERVICE-CONDITION TESTS <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | CHAPTER 9\u2014SUPPLEMENTAL TEST <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | CHAPTER 10\u2014ASSESSMENT OF ANCHORS <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | CHAPTER 11\u2014DATA PRESENTATION CHAPTER 12\u2014INDEPENDENT TESTING ANDEVALUATION AGENCY REQUIREMENTS CHAPTER 13\u2014QUALITY CONTROL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | CHAPTER 14\u2014REFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI 355.4M-19: Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4M-19) and Commentary<\/b><\/p>\n |