ACI MNL 3 16:2016 Edition
$42.79
MNL-3(16) Guide to the Code for Assessment, Repair, and Rehabilitation of Existing Concrete Structures
Published By | Publication Date | Number of Pages |
ACI | 2016 | 178 |
None
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | Blank Page |
8 | Acknowledgments |
9 | Preface |
12 | About This Book |
13 | Chapter 1: General Requirements 1.1—General |
14 | 1.2—Criteria for the assessment and design of repair and rehabilitation of existing concrete structures 1.3—Applicability of the Code |
15 | 1.4—Administration 1.5—Responsibilities of the licensed design professional |
16 | 1.6—Construction documents 1.7—Preliminary evaluation |
19 | Chapter 2: Notation And Definitions 2.1—Notation 2.2—Definitions |
21 | Chapter 3: Referenced Standards |
23 | Chapter 4: Basis for Compliance 4.1—General |
24 | 4.2—Compliance method |
25 | 4.3—Unsafe Structural Conditions 4.4—Substantial structural damage 4.5—Conditions of deterioration, faulty construction, or damage less than substantial structural damage |
28 | 4.6—Conditions of Deterioration, Faulty Construction, or Damage Less than Substantial Structural Damage without Strengthening |
30 | 4.7—Additions, 4.8 Alterations, 4.9 Changes in Occupancy |
31 | Chapter 5: Loads, Factored Load Combinations, and Strength Reduction Factors |
32 | 5.1—General |
33 | 5.2—Load factors and factored load combinations 5.3—Strength reduction factors for repair design 5.4—Strength reduction factors for assessment |
34 | 5.5—Additional factored load combinations for structures rehabilitated with external reinforcing systems |
37 | Chapter 6: Assessment, Evaluation, and Analysis 6.1—Structural assessment |
38 | 6.2—Investigation and structural evaluation |
40 | 6.3—Material properties |
44 | 6.4—Test methods to determine or confirm material properties |
45 | 6.5—Structural analysis of existing structures 6.6—Structural serviceability 6.7—Structural analysis for repair design 6.8—Strength evaluation by load testing |
46 | 6.9—Recommendations |
47 | Chapter 7: Design of Structural Repairs 7.1—General 7.2—Strength and serviceability |
48 | 7.3—Behavior of repaired systems |
49 | 7.4—Interface Bond |
56 | Conclusion: |
57 | 7.5—Materials 7.6—Design and detailing considerations |
58 | 7.7—Repair using supplemental post-tensioning |
59 | 7.8—Repair using fiber-reinforced polymer (FRP) composites |
60 | 7.9—Performance under fire and elevated temperatures |
61 | Chapter 8: Durability 8.1—General |
62 | 8.2—Cover 8.3—Cracks |
63 | 8.4—Corrosion 8.5—Surface treatments and coatings |
65 | Chapter 9: Construction 9.1—General 9.2—Stability and temporary shoring requirements |
66 | 9.3—Temporary conditions |
68 | 9.4—Environmental issues |
69 | Chapter 10: Quality Assurance 10.1—General |
70 | 10.2—Inspection 10.3—Testing of repair materials 10.4—Construction observations |
71 | Chapter 11: Commentary References |
73 | Appendix A—Criteria When Using ACI 562 As A Stand-Alone Code A.1—General A.2—Design-basis code criteria |
74 | A.3—Unsafe structural conditions |
75 | A.4—Substantial structural damage |
76 | A.5—Conditions of deterioration, faulty construction, or damage less than substantial structural damage |
78 | A.6—Conditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening |
79 | A.7—Additions |
80 | A.8—Alterations A.9—Changes in occupancy |
82 | Project Examples |
83 | Project Example No. 1—Typical Parking Structure Repair Description of structure Project initiation and objectives |
84 | Governing building codes |
85 | Preliminary evaluation Investigation of existing site conditions |
86 | Capacity and demand of the existing structure |
87 | Findings of preliminary evaluation Area 1 |
90 | Area 2 |
91 | Report to owner |
92 | Structural evaluation Existing conditions Structural analysis for repair design |
93 | Area 1 |
94 | Area 2 Design of structural repairs and durability Slab area 1 |
96 | Slab Area 2 and columns |
97 | Slab soffit repairs Contract documents Construction |
98 | Quality assurance Project close-out Periodic maintenance Record documents |
99 | Project Example No. 2—Typical Façade Repair Description of structure |
100 | Project initiation and objectives Governing building codes |
101 | Preliminary observations and evaluation |
102 | Observed concrete conditions |
103 | Laboratory findings Findings |
104 | Structural assessment and repair design Shear wall reveal strip repairs |
106 | North and south walls away from reveal strips and east and west slab and column edges |
107 | Balcony repairs |
108 | Performance under fire and elevated temperatures |
109 | Contract documents Construction Quality assurance |
110 | Project close-out Periodic maintenance Record documents |
111 | Project Example No. 3—Adaptive Reuse of Historic Depot Description of structure |
112 | Project initiation and objectives Governing building codes |
113 | Preliminary observations and evaluation Concrete conditions |
115 | Material evaluation findings Summary |
116 | Structural assessment Requirement for structural assessment Existing properties Structural analysis |
117 | Structural analysis findings |
119 | Recommended repair program Train deck rehabilitation |
120 | Column rehabilitation |
123 | Concrete repair details |
125 | Contract documents Construction Quality Assurance |
126 | Project close-out Periodic maintenance Record documents |
127 | Project Example No. 4: Parking/Plaza Slab Strengthening Description of structure Project initiation and objectives Governing building codes |
128 | Preliminary evaluation Document review Existing site conditions Strength of as-built structure |
131 | Compliance method and design basis code |
132 | Structural assessment Requirement for structural assessment |
133 | Structural assessment Structural analysis Strengthening concepts Strengthening Concept #1 |
134 | Strengthening Concept #2 |
135 | Assessment of strengthening concepts Structural analysis for repair design |
137 | Design of structural repairs and durability |
138 | Contract documents Construction Quality assurance |
141 | Load test |
142 | Test procedure |
145 | Test results |
146 | Project close-out Periodic maintenance Record documents |
147 | Project Example No. 5—Precast/Prestressed Double-Tee Repair Description of structure Project initiation and objectives |
148 | Governing building codes |
149 | Preliminary evaluation Existing site conditions |
150 | Design strength of existing structure Findings of preliminary evaluation |
151 | Design basis code Structural evaluation Existing site conditions |
152 | Structural analysis for evaluation |
154 | Structural safety Repair/replacement options |
155 | Repair/replacement Option #1 Repair/replacement Option #2 Repair/replacement Option #3 |
156 | Repair/replacement Option #4 |
157 | Evaluation of Repair/replacement Options Design of strengthening repairs Structural analysis for repair design Design of strengthening repairs |
159 | Design of structural repairs and durability Development and bond of CFRP strips |
160 | Acceptance of CFRP repairs by the authorities having jurisdiction Durability of repairs Aesthetics of repairs Contract documents Construction |
163 | Quality assurance |
164 | Project close-out Periodic maintenance Record documents |
165 | Referenced Standards and Reports |
168 | Compliance Methods in the 2015 IEBC |
172 | Provision Coverage Matrix |