{"id":161110,"date":"2024-10-19T09:40:38","date_gmt":"2024-10-19T09:40:38","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-562m-13\/"},"modified":"2024-10-25T01:59:11","modified_gmt":"2024-10-25T01:59:11","slug":"aci-562m-13","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-562m-13\/","title":{"rendered":"ACI 562M 13"},"content":{"rendered":"
The ACI 562 code provides standard requirements for evaluating existing concrete buildings and then the subsequent structural repair, rehabilitation, and strengthening of those buildings. This code provides rules for a preliminary evaluation that determines the “design basis code” that is, if the building can be repaired based on the ACI 318 version used in the original design, or if the repair needs to comply with the current ACI 318. The code provides rules for determining strength of in-situ material, performing structural analysis, designing repairs for strength and durability, requirements for stability and shoring of construction, and inspection and testing of repairs. Commentary provides application guidance as well as references for additional information. A must-have document for structural concrete repairs. Keywords: repair; loads; load combinations; strength reduction factors; evaluation; analysis; durability;quality assurance;<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | CONTENTS CONTENTS <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | INTRODUCTION INTRODUCTION <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | CHAPTER 1\u2014 GENERAL CHAPTER 1\u2014 GENERAL 1.1\u2014Scope 1.1\u2014Scope <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1.2\u2014Applicability 1.2\u2014Applicability <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1.3\u2014Jurisdictions without a general existing building code 1.3\u2014Jurisdictions without a general existing building code <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 1.4\u2014Administration and enforcement 1.4\u2014Administration and enforcement 1.5\u2014Responsibilities 1.5\u2014Responsibilities <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 1.6\u2014Contract documents 1.6\u2014Contract documents <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 1.7\u2014Maintenance and monitoring 1.7\u2014Maintenance and monitoring <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | CHAPTER 2\u2014 NOTATION AND DEFINITIONS CHAPTER 2\u2014 NOTATION AND DEFINITIONS 2.1\u2014Notation 2.1\u2014Notation 2.2\u2014Definitions 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | CHAPTER 3\u2014 REFERENCED STANDARDS CHAPTER 3\u2014 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | CHAPTER 4\u2013\u2013 BASIS FOR COMPLIANCE CHAPTER 4\u2013\u2013 BASIS FOR COMPLIANCE 4.1\u2014General 4.1\u2014General 4.2\u2014Compliance method 4.2\u2014Compliance method 4.3\u2014Preliminary evaluation 4.3\u2014Preliminary evaluation <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | CHAPTER 5\u2014 LOADS, LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS CHAPTER 5\u2014 LOADS, LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS 5.1\u2014General 5.1\u2014General 5.2\u2014Load factors and load combinations 5.2\u2014Load factors and load combinations <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.3\u2014Strength reduction factors for repair design 5.3\u2014Strength reduction factors for repair design 5.4\u2014Strength reduction factors for evaluation 5.4\u2014Strength reduction factors for evaluation <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.5\u2014Load combinations for structures repaired with external reinforcing systems 5.5\u2014Load combinations for structures repaired with external reinforcing systems <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | CHAPTER 6\u2014 EVALUATION AND ANALYSIS CHAPTER 6\u2014 EVALUATION AND ANALYSIS 6.1\u2014Requirements for structural evaluation 6.1\u2014Requirements for structural evaluation 6.2\u2014Structural assessment 6.2\u2014Structural assessment <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.3\u2014Material properties 6.3\u2014Material properties <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 6.4\u2014Test methods to determine or confirm material properties 6.4\u2014Test methods to determine or confirm material properties <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 6.5\u2014Structural analysis of existing structures 6.5\u2014Structural analysis of existing structures <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.6\u2014Structural serviceability 6.6\u2014Structural serviceability 6.7\u2014Structural analysis for repair design 6.7\u2014Structural analysis for repair design <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 6.8\u2014Strength evaluation by load testing 6.8\u2014Strength evaluation by load testing <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | CHAPTER 7\u2014 DESIGN OF STRUCTURAL REPAIRS CHAPTER 7\u2014 DESIGN OF STRUCTURAL REPAIRS 7.1\u2014General 7.1\u2014General 7.2\u2014Strength and serviceability 7.2\u2014Strength and serviceability 7.3\u2014Behavior of repaired systems 7.3\u2014Behavior of repaired systems <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 7.4\u2014Bond 7.4\u2014Bond <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 7.5\u2014Materials 7.5\u2014Materials <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 7.6\u2014Design and detailing considerations 7.6\u2014Design and detailing considerations <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 7.7\u2014Repair using supplemental post-tensioning 7.7\u2014Repair using supplemental post-tensioning <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 7.8\u2014Repair using fiber-reinforced polymer (FRP) composites 7.8\u2014Repair using fiber-reinforced polymer (FRP) composites <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 7.9\u2014Performance under fire and elevated temperatures 7.9\u2014Performance under fire and elevated temperatures <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | CHAPTER 8\u2014 DURABILITY CHAPTER 8\u2014 DURABILITY 8.1\u2014General 8.1\u2014General <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 8.2\u2014Cover 8.2\u2014Cover <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 8.3\u2014Cracks 8.3\u2014Cracks <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 8.4\u2014Corrosion and deterioration of reinforcement and metallic embedments 8.4\u2014Corrosion and deterioration of reinforcement and metallic embedments <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 8.5\u2014Surface treatments and coatings 8.5\u2014Surface treatments and coatings <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | CHAPTER 9\u2014 CONSTRUCTION CHAPTER 9\u2014 CONSTRUCTION 9.1\u2014Stability and temporary shoring requirements 9.1\u2014Stability and temporary shoring requirements <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 9.2\u2014Temporary conditions 9.2\u2014Temporary conditions 9.3\u2014Environmental issues 9.3\u2014Environmental issues <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | CHAPTER 10\u2014 QUALITY ASSURANCE CHAPTER 10\u2014 QUALITY ASSURANCE 10.1\u2014Inspection 10.1\u2014Inspection <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 10.2\u2014Testing of repair materials 10.2\u2014Testing of repair materials <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 10.3\u2014Construction observations 10.3\u2014Construction observations <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | CHAPTER 11\u2014 COMMENTARY REFERENCES CHAPTER 11\u2014 COMMENTARY REFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 562M-13 Metric Code Requirements for Evaluation, Repair, and Rehabilitation of Conc. Bldgs. (ACI 562-13) & Commentary<\/b><\/p>\n |