{"id":162000,"date":"2024-10-19T09:44:49","date_gmt":"2024-10-19T09:44:49","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-mnl-3-16\/"},"modified":"2024-10-25T02:02:04","modified_gmt":"2024-10-25T02:02:04","slug":"aci-mnl-3-16","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-mnl-3-16\/","title":{"rendered":"ACI MNL 3 16"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nBlank Page <\/td>\n<\/tr>\n
8<\/td>\nAcknowledgments <\/td>\n<\/tr>\n
9<\/td>\nPreface <\/td>\n<\/tr>\n
12<\/td>\nAbout This Book <\/td>\n<\/tr>\n
13<\/td>\nChapter 1: General Requirements
1.1\u2014General <\/td>\n<\/tr>\n
14<\/td>\n1.2\u2014Criteria for the assessment and design of repair and rehabilitation of existing concrete structures
1.3\u2014Applicability of the Code <\/td>\n<\/tr>\n
15<\/td>\n1.4\u2014Administration
1.5\u2014Responsibilities of the licensed design professional <\/td>\n<\/tr>\n
16<\/td>\n1.6\u2014Construction documents
1.7\u2014Preliminary evaluation <\/td>\n<\/tr>\n
19<\/td>\nChapter 2: Notation And Definitions
2.1\u2014Notation
2.2\u2014Definitions <\/td>\n<\/tr>\n
21<\/td>\nChapter 3: Referenced Standards <\/td>\n<\/tr>\n
23<\/td>\nChapter 4: Basis for Compliance
4.1\u2014General <\/td>\n<\/tr>\n
24<\/td>\n4.2\u2014Compliance method <\/td>\n<\/tr>\n
25<\/td>\n4.3\u2014Unsafe Structural Conditions
4.4\u2014Substantial structural damage
4.5\u2014Conditions of deterioration, faulty construction, or damage less than substantial structural damage <\/td>\n<\/tr>\n
28<\/td>\n4.6\u2014Conditions of Deterioration, Faulty Construction, or Damage Less than Substantial Structural Damage without Strengthening <\/td>\n<\/tr>\n
30<\/td>\n4.7\u2014Additions, 4.8 Alterations, 4.9 Changes in Occupancy <\/td>\n<\/tr>\n
31<\/td>\nChapter 5: Loads, Factored Load Combinations, and Strength Reduction Factors <\/td>\n<\/tr>\n
32<\/td>\n5.1\u2014General <\/td>\n<\/tr>\n
33<\/td>\n5.2\u2014Load factors and factored load combinations
5.3\u2014Strength reduction factors for repair design
5.4\u2014Strength reduction factors for assessment <\/td>\n<\/tr>\n
34<\/td>\n5.5\u2014Additional factored load combinations for structures rehabilitated with external reinforcing systems <\/td>\n<\/tr>\n
37<\/td>\nChapter 6: Assessment, Evaluation, and Analysis
6.1\u2014Structural assessment <\/td>\n<\/tr>\n
38<\/td>\n6.2\u2014Investigation and structural evaluation <\/td>\n<\/tr>\n
40<\/td>\n6.3\u2014Material properties <\/td>\n<\/tr>\n
44<\/td>\n6.4\u2014Test methods to determine or confirm material properties <\/td>\n<\/tr>\n
45<\/td>\n6.5\u2014Structural analysis of existing structures
6.6\u2014Structural serviceability
6.7\u2014Structural analysis for repair design
6.8\u2014Strength evaluation by load testing <\/td>\n<\/tr>\n
46<\/td>\n6.9\u2014Recommendations <\/td>\n<\/tr>\n
47<\/td>\nChapter 7: Design of Structural Repairs
7.1\u2014General
7.2\u2014Strength and serviceability <\/td>\n<\/tr>\n
48<\/td>\n7.3\u2014Behavior of repaired systems <\/td>\n<\/tr>\n
49<\/td>\n7.4\u2014Interface Bond <\/td>\n<\/tr>\n
56<\/td>\nConclusion: <\/td>\n<\/tr>\n
57<\/td>\n7.5\u2014Materials
7.6\u2014Design and detailing considerations <\/td>\n<\/tr>\n
58<\/td>\n7.7\u2014Repair using supplemental post-tensioning <\/td>\n<\/tr>\n
59<\/td>\n7.8\u2014Repair using fiber-reinforced polymer (FRP) composites <\/td>\n<\/tr>\n
60<\/td>\n7.9\u2014Performance under fire and elevated temperatures <\/td>\n<\/tr>\n
61<\/td>\nChapter 8: Durability
8.1\u2014General <\/td>\n<\/tr>\n
62<\/td>\n8.2\u2014Cover
8.3\u2014Cracks <\/td>\n<\/tr>\n
63<\/td>\n8.4\u2014Corrosion
8.5\u2014Surface treatments and coatings <\/td>\n<\/tr>\n
65<\/td>\nChapter 9: Construction
9.1\u2014General
9.2\u2014Stability and temporary shoring requirements <\/td>\n<\/tr>\n
66<\/td>\n9.3\u2014Temporary conditions <\/td>\n<\/tr>\n
68<\/td>\n9.4\u2014Environmental issues <\/td>\n<\/tr>\n
69<\/td>\nChapter 10: Quality Assurance
10.1\u2014General <\/td>\n<\/tr>\n
70<\/td>\n10.2\u2014Inspection
10.3\u2014Testing of repair materials
10.4\u2014Construction observations <\/td>\n<\/tr>\n
71<\/td>\nChapter 11: Commentary References <\/td>\n<\/tr>\n
73<\/td>\nAppendix A\u2014Criteria When Using ACI 562 As A Stand-Alone Code
A.1\u2014General
A.2\u2014Design-basis code criteria <\/td>\n<\/tr>\n
74<\/td>\nA.3\u2014Unsafe structural conditions <\/td>\n<\/tr>\n
75<\/td>\nA.4\u2014Substantial structural damage <\/td>\n<\/tr>\n
76<\/td>\nA.5\u2014Conditions of deterioration, faulty construction, or damage less than substantial structural damage <\/td>\n<\/tr>\n
78<\/td>\nA.6\u2014Conditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening <\/td>\n<\/tr>\n
79<\/td>\nA.7\u2014Additions <\/td>\n<\/tr>\n
80<\/td>\nA.8\u2014Alterations
A.9\u2014Changes in occupancy <\/td>\n<\/tr>\n
82<\/td>\nProject Examples <\/td>\n<\/tr>\n
83<\/td>\nProject Example No. 1\u2014Typical Parking Structure Repair
Description of structure
Project initiation and objectives <\/td>\n<\/tr>\n
84<\/td>\nGoverning building codes <\/td>\n<\/tr>\n
85<\/td>\nPreliminary evaluation
Investigation of existing site conditions <\/td>\n<\/tr>\n
86<\/td>\nCapacity and demand of the existing structure <\/td>\n<\/tr>\n
87<\/td>\nFindings of preliminary evaluation
Area 1 <\/td>\n<\/tr>\n
90<\/td>\nArea 2 <\/td>\n<\/tr>\n
91<\/td>\nReport to owner <\/td>\n<\/tr>\n
92<\/td>\nStructural evaluation
Existing conditions
Structural analysis for repair design <\/td>\n<\/tr>\n
93<\/td>\nArea 1 <\/td>\n<\/tr>\n
94<\/td>\nArea 2
Design of structural repairs and durability
Slab area 1 <\/td>\n<\/tr>\n
96<\/td>\nSlab Area 2 and columns <\/td>\n<\/tr>\n
97<\/td>\nSlab soffit repairs
Contract documents
Construction <\/td>\n<\/tr>\n
98<\/td>\nQuality assurance
Project close-out
Periodic maintenance
Record documents <\/td>\n<\/tr>\n
99<\/td>\nProject Example No. 2\u2014Typical Fa\u00e7ade Repair
Description of structure <\/td>\n<\/tr>\n
100<\/td>\nProject initiation and objectives
Governing building codes <\/td>\n<\/tr>\n
101<\/td>\nPreliminary observations and evaluation <\/td>\n<\/tr>\n
102<\/td>\nObserved concrete conditions <\/td>\n<\/tr>\n
103<\/td>\nLaboratory findings
Findings <\/td>\n<\/tr>\n
104<\/td>\nStructural assessment and repair design
Shear wall reveal strip repairs <\/td>\n<\/tr>\n
106<\/td>\nNorth and south walls away from reveal strips and east and west slab and column edges <\/td>\n<\/tr>\n
107<\/td>\nBalcony repairs <\/td>\n<\/tr>\n
108<\/td>\nPerformance under fire and elevated temperatures <\/td>\n<\/tr>\n
109<\/td>\nContract documents
Construction
Quality assurance <\/td>\n<\/tr>\n
110<\/td>\nProject close-out
Periodic maintenance
Record documents <\/td>\n<\/tr>\n
111<\/td>\nProject Example No. 3\u2014Adaptive Reuse of Historic Depot
Description of structure <\/td>\n<\/tr>\n
112<\/td>\nProject initiation and objectives
Governing building codes <\/td>\n<\/tr>\n
113<\/td>\nPreliminary observations and evaluation
Concrete conditions <\/td>\n<\/tr>\n
115<\/td>\nMaterial evaluation findings
Summary <\/td>\n<\/tr>\n
116<\/td>\nStructural assessment
Requirement for structural assessment
Existing properties
Structural analysis <\/td>\n<\/tr>\n
117<\/td>\nStructural analysis findings <\/td>\n<\/tr>\n
119<\/td>\nRecommended repair program
Train deck rehabilitation <\/td>\n<\/tr>\n
120<\/td>\nColumn rehabilitation <\/td>\n<\/tr>\n
123<\/td>\nConcrete repair details <\/td>\n<\/tr>\n
125<\/td>\nContract documents
Construction
Quality Assurance <\/td>\n<\/tr>\n
126<\/td>\nProject close-out
Periodic maintenance
Record documents <\/td>\n<\/tr>\n
127<\/td>\nProject Example No. 4: Parking\/Plaza Slab Strengthening
Description of structure
Project initiation and objectives
Governing building codes <\/td>\n<\/tr>\n
128<\/td>\nPreliminary evaluation
Document review
Existing site conditions
Strength of as-built structure <\/td>\n<\/tr>\n
131<\/td>\nCompliance method and design basis code <\/td>\n<\/tr>\n
132<\/td>\nStructural assessment
Requirement for structural assessment <\/td>\n<\/tr>\n
133<\/td>\nStructural assessment
Structural analysis
Strengthening concepts
Strengthening Concept #1 <\/td>\n<\/tr>\n
134<\/td>\nStrengthening Concept #2 <\/td>\n<\/tr>\n
135<\/td>\nAssessment of strengthening concepts
Structural analysis for repair design <\/td>\n<\/tr>\n
137<\/td>\nDesign of structural repairs and durability <\/td>\n<\/tr>\n
138<\/td>\nContract documents
Construction
Quality assurance <\/td>\n<\/tr>\n
141<\/td>\nLoad test <\/td>\n<\/tr>\n
142<\/td>\nTest procedure <\/td>\n<\/tr>\n
145<\/td>\nTest results <\/td>\n<\/tr>\n
146<\/td>\nProject close-out
Periodic maintenance
Record documents <\/td>\n<\/tr>\n
147<\/td>\nProject Example No. 5\u2014Precast\/Prestressed Double-Tee Repair
Description of structure
Project initiation and objectives <\/td>\n<\/tr>\n
148<\/td>\nGoverning building codes <\/td>\n<\/tr>\n
149<\/td>\nPreliminary evaluation
Existing site conditions <\/td>\n<\/tr>\n
150<\/td>\nDesign strength of existing structure
Findings of preliminary evaluation <\/td>\n<\/tr>\n
151<\/td>\nDesign basis code
Structural evaluation
Existing site conditions <\/td>\n<\/tr>\n
152<\/td>\nStructural analysis for evaluation <\/td>\n<\/tr>\n
154<\/td>\nStructural safety
Repair\/replacement options <\/td>\n<\/tr>\n
155<\/td>\nRepair\/replacement Option #1
Repair\/replacement Option #2
Repair\/replacement Option #3 <\/td>\n<\/tr>\n
156<\/td>\nRepair\/replacement Option #4 <\/td>\n<\/tr>\n
157<\/td>\nEvaluation of Repair\/replacement Options
Design of strengthening repairs
Structural analysis for repair design
Design of strengthening repairs <\/td>\n<\/tr>\n
159<\/td>\nDesign of structural repairs and durability
Development and bond of CFRP strips <\/td>\n<\/tr>\n
160<\/td>\nAcceptance of CFRP repairs by the authorities having jurisdiction
Durability of repairs
Aesthetics of repairs
Contract documents
Construction <\/td>\n<\/tr>\n
163<\/td>\nQuality assurance <\/td>\n<\/tr>\n
164<\/td>\nProject close-out
Periodic maintenance
Record documents <\/td>\n<\/tr>\n
165<\/td>\nReferenced Standards and Reports <\/td>\n<\/tr>\n
168<\/td>\nCompliance Methods in the 2015 IEBC <\/td>\n<\/tr>\n
172<\/td>\nProvision Coverage Matrix <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

MNL-3(16) Guide to the Code for Assessment, Repair, and Rehabilitation of Existing Concrete Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2016<\/td>\n178<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":162005,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-162000","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\/162000","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\/162005"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=162000"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=162000"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=162000"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}