{"id":443660,"date":"2024-10-20T08:34:01","date_gmt":"2024-10-20T08:34:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-437-2-2022-si\/"},"modified":"2024-10-26T16:00:28","modified_gmt":"2024-10-26T16:00:28","slug":"aci-437-2-2022-si","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-437-2-2022-si\/","title":{"rendered":"ACI 437.2 2022 SI"},"content":{"rendered":"
This Code provides requirements for test load magnitudes, test protocols, and acceptance criteria for conducting a load test as a means of evaluating the safety and serviceability of concrete structural members and systems of structures. A load test may be conducted as part of a structural evaluation to determine whether a structure requires repair and rehabilitation, or to verify the adequacy of repair and rehabilitation measures. Keywords: acceptance criteria; cyclic loading; load test; monotonic loading; test load magnitude; test protocol.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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5<\/td>\n | CHAPTER 1\u2014GENERAL 1.1\u2014Scope 1.2\u2014General <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 1.3\u2014Purpose 1.4\u2014Applicability <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1.5\u2014Interpretation <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | CHAPTER 2\u2014NOTATION AND TERMINOLOGY 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 2.2\u2014Terminology <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | CHAPTER 3\u2014TEST LOAD 3.1\u2014Service loads 3.2\u2014Test load magnitude <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | CHAPTER 4\u2014LOAD TEST PROTOCOL 4.1\u2014Selection of test protocol 4.2\u2014Safety 4.3\u2014Load arrangement <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4.4\u2014Response measurements 4.5\u2014Visual inspection <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4.6\u2014Load application 4.7\u2014Monotonic load test protocol <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.8\u2014Cyclic load test protocol <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | CHAPTER 5\u2014ACCEPTANCE CRITERIA 5.1\u2014Distress caused by load test <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 5.2\u2014Performance assessment at service load level <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | R5.3\u2014Acceptance criteria for monotonic load test protocol 5.3\u2014Acceptance criteria for monotonic load test protocol 5.4\u2014Acceptance criteria for cyclic load test protocol <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.5\u2014Provision for lower load rating <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Chapter R6\u2014COMMENTARY REFERENCES Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI CODE-437.2-22: Load Testing of Concrete Structures – Code and Commentary<\/b><\/p>\n |