{"id":161020,"date":"2024-10-19T09:40:20","date_gmt":"2024-10-19T09:40:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-530-530-1-11\/"},"modified":"2024-10-25T01:58:54","modified_gmt":"2024-10-25T01:58:54","slug":"aci-530-530-1-11","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-530-530-1-11\/","title":{"rendered":"ACI 530 530.1 11"},"content":{"rendered":"

The 2011 edition represents a major update from the former edition both in technical requirements and in layout. The Code and Specification are written as legal documents so that they may be adopted by reference in general building codes. The Code covers the design and construction of masonry structures, with subjects covered ranging from quality assurance to the details and development of reinforcement. Compliance with the Specification is required by the Code to control materials, labor and construction. The commentaries present background details, committee considerations, and research data used to develop the Code and Specification. The Commentaries are not mandatory and are for information only. Many revisions and enhancements have been made including: \u2022 a recalibration of allowable stresses; \u2022 the addition of provisions for infill masonry; and \u2022 a refinement of the quality assurance\/special inspection provisions for masonry that includes references to relevant requirements for each inspection task. (TMS 402-11\/ACI 530-11\/ASCE 5-11) (TMS 602-11\/ACI 530.1-11\/ASCE 6-11) Keywords: AAC; masonry; anchors; autoclaved aerated concrete (AAC) masonry; clay brick; clay tile; concrete block; concrete brick; construction; construction materials; curing; grout; grouting; inspection; joints; materials handling.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nABSTRACT
ABSTRACT <\/td>\n<\/tr>\n
7<\/td>\n530-11 Building Code Requirements for Masonry Structures and Commentary
530-11 Building Code Requirements for Masonry Structures and Commentary
TABLE OF CONTENTS
TABLE OF CONTENTS <\/td>\n<\/tr>\n
13<\/td>\nSYNOPSIS
SYNOPSIS <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 1- GENERAL DESIGN REQUIREMENTS FOR MASONRY
CHAPTER 1- GENERAL DESIGN REQUIREMENTS FOR MASONRY
1.1 \u2014 Scope
1.1 \u2014 Scope
1.1.1 Minimum requirements
1.1.1 Minimum requirements
1.1.2 Governing building code
1.1.2 Governing building code
1.1.3 Design procedures
1.1.3 Design procedures <\/td>\n<\/tr>\n
16<\/td>\n1.1.4 SI information
1.1.4 SI information <\/td>\n<\/tr>\n
17<\/td>\n1.2 \u2014 Contract documents and calculations
1.2 \u2014 Contract documents and calculations
1.2.1
1.2.1
1.2.2
1.2.2
1.2.3
1.2.3
1.2.4
1.2.4 <\/td>\n<\/tr>\n
18<\/td>\n1.3 \u2014 Approval of special systems of design or construction
1.3 \u2014 Approval of special systems of design or construction <\/td>\n<\/tr>\n
19<\/td>\n1.4 \u2014 Standards cited in this Code
1.4 \u2014 Standards cited in this Code <\/td>\n<\/tr>\n
20<\/td>\n1.5 \u2014 Notation
1.5 \u2014 Notation <\/td>\n<\/tr>\n
27<\/td>\n1.6 \u2014 Definitions
1.6 \u2014 Definitions <\/td>\n<\/tr>\n
34<\/td>\n1.7 \u2014 Loading
1.7 \u2014 Loading
1.7.1 General
1.7.1 General
1.7.2 Load provisions
1.7.2 Load provisions <\/td>\n<\/tr>\n
35<\/td>\n1.7.3 Lateral load resistance
1.7.3 Lateral load resistance
1.7.4 Load transfer at horizontal connections
1.7.4 Load transfer at horizontal connections
1.7.4.1
1.7.4.1
1.7.4.2
1.7.4.2
1.7.4.3
1.7.4.3
1.7.5 Other effects
1.7.5 Other effects
1.7.6 Lateral load distribution
1.7.6 Lateral load distribution
1.7.6.1
1.7.6.1
1.7.6.2
1.7.6.2
1.7.6.3
1.7.6.3 <\/td>\n<\/tr>\n
36<\/td>\n1.8 \u2014 Material properties
1.8 \u2014 Material properties
1.8.1 General
1.8.1 General <\/td>\n<\/tr>\n
37<\/td>\n1.8.2 Elastic moduli
1.8.2 Elastic moduli
1.8.2.1 Steel reinforcement
1.8.2.1 Steel reinforcement
1.8.2.2 Clay and concrete masonry
1.8.2.2 Clay and concrete masonry
1.8.2.2.1
1.8.2.2.1
1.8.2.2.2
1.8.2.2.2
1.8.2.3 AAC masonry
1.8.2.3 AAC masonry
1.8.2.3.1
1.8.2.3.1
1.8.2.3.2
1.8.2.3.2
1.8.2.4 Grout
1.8.2.4 Grout <\/td>\n<\/tr>\n
39<\/td>\n1.8.3 Coefficients of thermal expansion
1.8.3 Coefficients of thermal expansion
1.8.3.1 Clay masonry
1.8.3.1 Clay masonry
1.8.3.2 Concrete masonry
1.8.3.2 Concrete masonry
1.8.3.3 AAC masonry
1.8.3.3 AAC masonry
1.8.4 Coefficient of moisture expansion for clay masonry
1.8.4 Coefficient of moisture expansion for clay masonry
1.8.5 Coefficients of shrinkage
1.8.5 Coefficients of shrinkage
1.8.5.1 Concrete masonry
1.8.5.1 Concrete masonry
1.8.5.2 AAC masonry
1.8.5.2 AAC masonry
1.8.6 Coefficients of creep
1.8.6 Coefficients of creep
1.8.6.1 Clay masonry
1.8.6.1 Clay masonry
1.8.6.2 Concrete masonry
1.8.6.2 Concrete masonry
1.8.6.3 AAC masonry
1.8.6.3 AAC masonry <\/td>\n<\/tr>\n
40<\/td>\n1.8.7 Prestressing steel
1.8.7 Prestressing steel
1.9 \u2014 Section properties
1.9 \u2014 Section properties
1.9.1 Stress computations
1.9.1 Stress computations
1.9.1.1
1.9.1.1
1.9.1.2
1.9.1.2 <\/td>\n<\/tr>\n
41<\/td>\n1.9.2 Stiffness
1.9.2 Stiffness
1.9.3 Radius of gyration
1.9.3 Radius of gyration <\/td>\n<\/tr>\n
42<\/td>\n1.9.4 Intersecting walls
1.9.4 Intersecting walls
1.9.4.1
1.9.4.1
1.9.4.2 Design of wall intersection
1.9.4.2 Design of wall intersection
1.9.4.2.1
1.9.4.2.1
1.9.4.2.2
1.9.4.2.2
1.9.4.2.3
1.9.4.2.3
1.9.4.2.4
1.9.4.2.4
1.9.4.2.5
1.9.4.2.5 <\/td>\n<\/tr>\n
43<\/td>\n1.9.5 Bearing area
1.9.5 Bearing area <\/td>\n<\/tr>\n
45<\/td>\n1.9.6 Effective compressive width per bar
1.9.6 Effective compressive width per bar
1.9.6.1
1.9.6.1
1.9.6.2
1.9.6.2 <\/td>\n<\/tr>\n
46<\/td>\n1.9.7 Concentrated loads
1.9.7 Concentrated loads
1.9.7.1
1.9.7.1
1.9.7.2
1.9.7.2 <\/td>\n<\/tr>\n
48<\/td>\n1.10 \u2014 Connection to structural frames
1.10 \u2014 Connection to structural frames <\/td>\n<\/tr>\n
49<\/td>\n1.11 \u2014 Masonry not laid in running bond
1.11 \u2014 Masonry not laid in running bond <\/td>\n<\/tr>\n
50<\/td>\n1.12 \u2014 Corbels
1.12 \u2014 Corbels
1.12.1 Load-bearing corbels
1.12.1 Load-bearing corbels
1.12.2 Non-load-bearing corbels
1.12.2 Non-load-bearing corbels <\/td>\n<\/tr>\n
52<\/td>\n1.13 \u2014 Beams
1.13 \u2014 Beams
1.13.1 General beam design
1.13.1 General beam design
1.13.1.1 Span length
1.13.1.1 Span length
1.13.1.1.1
1.13.1.1.1
1.13.1.1.2
1.13.1.1.2
1.13.1.2 Lateral support
1.13.1.2 Lateral support
1.13.1.3 Bearing length
1.13.1.3 Bearing length <\/td>\n<\/tr>\n
53<\/td>\n1.13.1.4 Deflections
1.13.1.4 Deflections
1.13.1.4.1
1.13.1.4.1
1.13.1.4.2
1.13.1.4.2
1.13.1.4.3
1.13.1.4.3 <\/td>\n<\/tr>\n
54<\/td>\n1.13.2 Deep beams
1.13.2 Deep beams
1.13.2.1 Effective span length
1.13.2.1 Effective span length
1.13.2.2 Internal lever arm
1.13.2.2 Internal lever arm
1.13.2.3 Flexural reinforcement
1.13.2.3 Flexural reinforcement <\/td>\n<\/tr>\n
55<\/td>\n1.13.2.4 Minimum shear reinforcement
1.13.2.4 Minimum shear reinforcement
1.13.2.5 Total reinforcement
1.13.2.5 Total reinforcement
1.14 \u2014 Columns
1.14 \u2014 Columns
1.14.1 General column design
1.14.1 General column design
1.14.1.1 Dimensional limits
1.14.1.1 Dimensional limits
1.14.1.2 Construction
1.14.1.2 Construction
1.14.1.3 Vertical reinforcement
1.14.1.3 Vertical reinforcement <\/td>\n<\/tr>\n
56<\/td>\n1.14.1.4 Lateral ties
1.14.1.4 Lateral ties
1.14.2 Lightly loaded columns
1.14.2 Lightly loaded columns <\/td>\n<\/tr>\n
57<\/td>\n1.15 \u2014 Pilasters
1.15 \u2014 Pilasters
1.16 \u2014 Details of reinforcement and metal accessories
1.16 \u2014 Details of reinforcement and metal accessories
1.16.1 Embedment
1.16.1 Embedment
1.16.2 Size of reinforcement
1.16.2 Size of reinforcement
1.16.2.1
1.16.2.1
1.16.2.2
1.16.2.2
1.16.2.3
1.16.2.3 <\/td>\n<\/tr>\n
59<\/td>\n1.16.3 Placement of reinforcement
1.16.3 Placement of reinforcement
1.16.3.1
1.16.3.1
1.16.3.2
1.16.3.2
1.16.3.3
1.16.3.3
1.16.3.4
1.16.3.4
1.16.3.5
1.16.3.5
1.16.4 Protection of reinforcement and metal accessories
1.16.4 Protection of reinforcement and metal accessories
1.16.4.1
1.16.4.1
1.16.4.2
1.16.4.2
1.16.4.3
1.16.4.3 <\/td>\n<\/tr>\n
60<\/td>\n1.16.5 Standard hooks
1.16.5 Standard hooks <\/td>\n<\/tr>\n
61<\/td>\n1.16.6 Minimum bend diameter for reinforcing bars
1.16.6 Minimum bend diameter for reinforcing bars
1.17 \u2014 Anchor bolts
1.17 \u2014 Anchor bolts
1.17.1 Placement
1.17.1 Placement
1.17.2 Projected area for axial tension
1.17.2 Projected area for axial tension <\/td>\n<\/tr>\n
63<\/td>\n1.17.3 Projected area for shear
1.17.3 Projected area for shear <\/td>\n<\/tr>\n
65<\/td>\n1.17.4 Effective embedment length for headed anchor bolts
1.17.4 Effective embedment length for headed anchor bolts
1.17.5 Effective embedment length of bent-bar anchor bolts
1.17.5 Effective embedment length of bent-bar anchor bolts <\/td>\n<\/tr>\n
66<\/td>\n1.17.6 Minimum permissible effective embedment length
1.17.6 Minimum permissible effective embedment length
1.17.7 Anchor bolt edge distance
1.17.7 Anchor bolt edge distance <\/td>\n<\/tr>\n
67<\/td>\n1.18 \u2014 Seismic design requirements
1.18 \u2014 Seismic design requirements
1.18.1 Scope
1.18.1 Scope <\/td>\n<\/tr>\n
68<\/td>\n1.18.2 General analysis
1.18.2 General analysis
1.18.2.1 Element interaction
1.18.2.1 Element interaction
1.18.2.2 Load path
1.18.2.2 Load path
1.18.2.3 Anchorage design
1.18.2.3 Anchorage design
1.18.2.4 Drift limits
1.18.2.4 Drift limits <\/td>\n<\/tr>\n
70<\/td>\n1.18.3 Element classification
1.18.3 Element classification
1.18.3.1 Nonparticipating elements
1.18.3.1 Nonparticipating elements
1.18.3.2 Participating elements
1.18.3.2 Participating elements <\/td>\n<\/tr>\n
71<\/td>\n1.18.3.2.1 Empirical design of masonry shear walls
1.18.3.2.1 Empirical design of masonry shear walls
1.18.3.2.2 Ordinary plain (unreinforced) masonry shear walls
1.18.3.2.2 Ordinary plain (unreinforced) masonry shear walls
1.18.3.2.3 Detailed plain (unreinforced) masonry shear walls
1.18.3.2.3 Detailed plain (unreinforced) masonry shear walls <\/td>\n<\/tr>\n
72<\/td>\n1.18.3.2.3.1 Minimum reinforcement requirements
1.18.3.2.3.1 Minimum reinforcement requirements
1.18.3.2.4 Ordinary reinforced masonry shear walls
1.18.3.2.4 Ordinary reinforced masonry shear walls
1.18.3.2.5 Intermediate reinforced masonry shear walls
1.18.3.2.5 Intermediate reinforced masonry shear walls <\/td>\n<\/tr>\n
73<\/td>\n1.18.3.2.6 Special reinforced masonry shear walls
1.18.3.2.6 Special reinforced masonry shear walls
1.18.3.2.6.1 Shear capacity design
1.18.3.2.6.1 Shear capacity design <\/td>\n<\/tr>\n
74<\/td>\n1.18.3.2.6.1.1
1.18.3.2.6.1.1
1.18.3.2.6.1.2
1.18.3.2.6.1.2
1.18.3.2.7 Ordinary plain (unreinforced) AAC masonry shear walls
1.18.3.2.7 Ordinary plain (unreinforced) AAC masonry shear walls
1.18.3.2.7.1 Anchorage of floor and roof diaphragms in AAC masonry structures
1.18.3.2.7.1 Anchorage of floor and roof diaphragms in AAC masonry structures
1.18.3.2.8 Detailed plain (unreinforced) AAC masonry shear walls
1.18.3.2.8 Detailed plain (unreinforced) AAC masonry shear walls <\/td>\n<\/tr>\n
75<\/td>\n1.18.3.2.8.1 Minimum reinforcement requirements
1.18.3.2.8.1 Minimum reinforcement requirements
1.18.3.2.9 Ordinary reinforced AAC masonry shear walls
1.18.3.2.9 Ordinary reinforced AAC masonry shear walls
1.18.3.2.9.1 Shear capacity design
1.18.3.2.9.1 Shear capacity design
1.18.3.2.10 Ordinary plain (unreinforced) prestressed masonry shear walls
1.18.3.2.10 Ordinary plain (unreinforced) prestressed masonry shear walls
1.18.3.2.11 Intermediate reinforced prestressed masonry shear walls
1.18.3.2.11 Intermediate reinforced prestressed masonry shear walls <\/td>\n<\/tr>\n
76<\/td>\n1.18.3.2.12 Special reinforced prestressed masonry shear walls
1.18.3.2.12 Special reinforced prestressed masonry shear walls <\/td>\n<\/tr>\n
77<\/td>\n1.18.4 Seismic Design Category requirements
1.18.4 Seismic Design Category requirements
1.18.4.1 Seismic Design Category A requirements
1.18.4.1 Seismic Design Category A requirements
1.18.4.1.1 Design of nonparticipating elements
1.18.4.1.1 Design of nonparticipating elements
1.18.4.1.2 Design of participating elements
1.18.4.1.2 Design of participating elements
1.18.4.2 Seismic Design Category B requirements
1.18.4.2 Seismic Design Category B requirements
1.18.4.2.1 Design of participating elements
1.18.4.2.1 Design of participating elements
1.18.4.3 Seismic Design Category C requirements
1.18.4.3 Seismic Design Category C requirements <\/td>\n<\/tr>\n
78<\/td>\n1.18.4.3.1 Design of nonparticipating elements
1.18.4.3.1 Design of nonparticipating elements
1.18.4.3.2 Design of participating elements
1.18.4.3.2 Design of participating elements
1.18.4.3.2.1 Connections to masonry columns
1.18.4.3.2.1 Connections to masonry columns
1.18.4.3.2.2 Anchorage of floor and roof diaphragms in AAC masonry structures
1.18.4.3.2.2 Anchorage of floor and roof diaphragms in AAC masonry structures <\/td>\n<\/tr>\n
79<\/td>\n1.18.4.3.2.3 Material requirements
1.18.4.3.2.3 Material requirements
1.18.4.3.2.4 Lateral stiffness
1.18.4.3.2.4 Lateral stiffness
1.18.4.3.2.5 Design of columns, pilasters, and beams supporting discontinuous elements
1.18.4.3.2.5 Design of columns, pilasters, and beams supporting discontinuous elements <\/td>\n<\/tr>\n
80<\/td>\n1.18.4.4 Seismic Design Category D requirements
1.18.4.4 Seismic Design Category D requirements
1.18.4.4.1 Design of nonparticipating elements
1.18.4.4.1 Design of nonparticipating elements
1.18.4.4.2 Design of participating elements
1.18.4.4.2 Design of participating elements
1.18.4.4.2.1 Minimum reinforcement for masonry columns
1.18.4.4.2.1 Minimum reinforcement for masonry columns <\/td>\n<\/tr>\n
81<\/td>\n1.18.4.4.2.2 Material requirements
1.18.4.4.2.2 Material requirements
1.18.4.4.2.3 Lateral tie anchorage
1.18.4.4.2.3 Lateral tie anchorage
1.18.4.5 Seismic Design Categories E and F requirements
1.18.4.5 Seismic Design Categories E and F requirements
1.18.4.5.1 Minimum reinforcement for nonparticipating masonry elements not laid in running bond
1.18.4.5.1 Minimum reinforcement for nonparticipating masonry elements not laid in running bond
1.19 \u2014 Quality Assurance program
1.19 \u2014 Quality Assurance program <\/td>\n<\/tr>\n
82<\/td>\n1.19.1 Level A Quality Assurance
1.19.1 Level A Quality Assurance
1.19.2 Level B Quality Assurance
1.19.2 Level B Quality Assurance
1.19.2.1
1.19.2.1
1.19.2.2
1.19.2.2
1.19.3 Level C Quality Assurance
1.19.3 Level C Quality Assurance
1.19.4 Procedures
1.19.4 Procedures <\/td>\n<\/tr>\n
83<\/td>\n1.19.5 Qualifications
1.19.5 Qualifications <\/td>\n<\/tr>\n
87<\/td>\n1.19.6 Acceptance relative to strength requirements
1.19.6 Acceptance relative to strength requirements
1.19.6.1 Compliance with f ‘m
1.19.6.1 Compliance with f ‘m
1.19.6.2 Determination of compressive strength
1.19.6.2 Determination of compressive strength
1.20 \u2014 Construction
1.20 \u2014 Construction
1.20.1 Grouting, minimum spaces
1.20.1 Grouting, minimum spaces <\/td>\n<\/tr>\n
88<\/td>\n1.20.2 Embedded conduits, pipes, and sleeves
1.20.2 Embedded conduits, pipes, and sleeves
1.20.2.1
1.20.2.1
1.20.2.2
1.20.2.2
1.20.2.3
1.20.2.3
1.20.2.4
1.20.2.4 <\/td>\n<\/tr>\n
91<\/td>\nCHAPTER 2- ALLOWABLE STRESS DESIGN OF MASONRY
CHAPTER 2- ALLOWABLE STRESS DESIGN OF MASONRY
2.1 \u2014 General
2.1 \u2014 General
2.1.1 Scope
2.1.1 Scope
2.1.2 Load combinations
2.1.2 Load combinations
2.1.3 Design strength
2.1.3 Design strength
2.1.3.1
2.1.3.1
2.1.3.2
2.1.3.2
2.1.3.3
2.1.3.3
2.1.4 Anchor bolts embedded in grout
2.1.4 Anchor bolts embedded in grout
2.1.4.1 Design requirements
2.1.4.1 Design requirements <\/td>\n<\/tr>\n
92<\/td>\n2.1.4.2 Allowable loads determined by test
2.1.4.2 Allowable loads determined by test
2.1.4.2.1
2.1.4.2.1
2.1.4.2.2
2.1.4.2.2
2.1.4.3 Allowable loads determined by calculation for headed and bent-bar anchor bolts
2.1.4.3 Allowable loads determined by calculation for headed and bent-bar anchor bolts
2.1.4.3.1 Allowable axial tensile load of headed and bent-bar anchor bolts
2.1.4.3.1 Allowable axial tensile load of headed and bent-bar anchor bolts
2.1.4.3.1.1 Allowable axial tensile load of headed anchor bolts
2.1.4.3.1.1 Allowable axial tensile load of headed anchor bolts
2.1.4.3.1.2 Allowable axial tensile load of bent-bar anchor bolts
2.1.4.3.1.2 Allowable axial tensile load of bent-bar anchor bolts
2.1.4.3.2 Allowable shear load of headed and bent-bar anchor bolts
2.1.4.3.2 Allowable shear load of headed and bent-bar anchor bolts <\/td>\n<\/tr>\n
93<\/td>\n2.1.4.3.3 Combined axial tension and shear
2.1.4.3.3 Combined axial tension and shear
2.1.5 Multiwythe walls
2.1.5 Multiwythe walls
2.1.5.1
2.1.5.1
2.1.5.2 Composite action
2.1.5.2 Composite action
2.1.5.2.1
2.1.5.2.1
2.1.5.2.2
2.1.5.2.2
2.1.5.2.3
2.1.5.2.3
2.1.5.2.4
2.1.5.2.4 <\/td>\n<\/tr>\n
95<\/td>\n2.1.5.3 Non-composite action
2.1.5.3 Non-composite action
2.1.5.3.1
2.1.5.3.1
2.1.5.3.2
2.1.5.3.2 <\/td>\n<\/tr>\n
96<\/td>\n2.1.6 Bearing stress
2.1.6 Bearing stress <\/td>\n<\/tr>\n
97<\/td>\n2.1.7 Development of reinforcement embedded in grout
2.1.7 Development of reinforcement embedded in grout
2.1.7.1 General
2.1.7.1 General
2.1.7.2 Development of wires in tension
2.1.7.2 Development of wires in tension
2.1.7.3 Development of bars in tension or compression
2.1.7.3 Development of bars in tension or compression <\/td>\n<\/tr>\n
98<\/td>\n2.1.7.4 Embedment of flexural reinforcement
2.1.7.4 Embedment of flexural reinforcement
2.1.7.4.1 General
2.1.7.4.1 General
2.1.7.4.1.1
2.1.7.4.1.1
2.1.7.4.1.2
2.1.7.4.1.2
2.1.7.4.1.3
2.1.7.4.1.3 <\/td>\n<\/tr>\n
100<\/td>\n2.1.7.4.1.4
2.1.7.4.1.4
2.1.7.4.1.5
2.1.7.4.1.5
2.1.7.4.1.6
2.1.7.4.1.6
2.1.7.4.2 Development of positive moment reinforcement
2.1.7.4.2 Development of positive moment reinforcement
2.1.7.4.3 Development of negative moment reinforcement
2.1.7.4.3 Development of negative moment reinforcement
2.1.7.4.3.1
2.1.7.4.3.1
2.1.7.4.3.2
2.1.7.4.3.2 <\/td>\n<\/tr>\n
101<\/td>\n2.1.7.5 Hooks
2.1.7.5 Hooks
2.1.7.5.1
2.1.7.5.1
2.1.7.5.2
2.1.7.5.2
2.1.7.6 Development of shear reinforcement
2.1.7.6 Development of shear reinforcement
2.1.7.6.1 Bar and wire reinforcement
2.1.7.6.1 Bar and wire reinforcement
2.1.7.6.1.1
2.1.7.6.1.1
2.1.7.6.1.2
2.1.7.6.1.2 <\/td>\n<\/tr>\n
102<\/td>\n2.1.7.6.1.3
2.1.7.6.1.3
2.1.7.6.1.4
2.1.7.6.1.4
2.1.7.6.1.5
2.1.7.6.1.5
2.1.7.6.2 Welded wire reinforcement
2.1.7.6.2 Welded wire reinforcement
2.1.7.6.2.1
2.1.7.6.2.1
2.1.7.6.2.2
2.1.7.6.2.2
2.1.7.7 Splices of reinforcement
2.1.7.7 Splices of reinforcement
2.1.7.7.1 Lap splices
2.1.7.7.1 Lap splices
2.1.7.7.1.1
2.1.7.7.1.1
2.1.7.7.1.2
2.1.7.7.1.2 <\/td>\n<\/tr>\n
103<\/td>\n2.1.7.7.1.3
2.1.7.7.1.3
2.1.7.7.2 Welded splices
2.1.7.7.2 Welded splices
2.1.7.7.3 Mechanical splices
2.1.7.7.3 Mechanical splices
2.1.7.7.4 End-bearing splices
2.1.7.7.4 End-bearing splices
2.1.7.7.4.1
2.1.7.7.4.1
2.1.7.7.4.2
2.1.7.7.4.2
2.1.7.7.4.3
2.1.7.7.4.3 <\/td>\n<\/tr>\n
104<\/td>\n2.2 \u2014 Unreinforced masonry
2.2 \u2014 Unreinforced masonry
2.2.1 Scope
2.2.1 Scope
2.2.2 Stresses in reinforcement
2.2.2 Stresses in reinforcement
2.2.3 Axial compression and flexure
2.2.3 Axial compression and flexure
2.2.3.1
2.2.3.1 <\/td>\n<\/tr>\n
107<\/td>\n2.2.3.2 Bending
2.2.3.2 Bending <\/td>\n<\/tr>\n
110<\/td>\n2.2.4 Axial tension
2.2.4 Axial tension
2.2.5 Shear
2.2.5 Shear
2.2.5.1
2.2.5.1
2.2.5.2
2.2.5.2 <\/td>\n<\/tr>\n
111<\/td>\n2.3 \u2014 Reinforced masonry
2.3 \u2014 Reinforced masonry
2.3.1 Scope
2.3.1 Scope
2.3.2 Design assumptions
2.3.2 Design assumptions
2.3.3 Steel reinforcement \u2014 Allowable stresses
2.3.3 Steel reinforcement \u2014 Allowable stresses
2.3.3.1
2.3.3.1
2.3.3.2
2.3.3.2
2.3.3.3
2.3.3.3
2.3.4 Axial compression and flexure
2.3.4 Axial compression and flexure
2.3.4.1
2.3.4.1
2.3.4.2 Allowable forces and stresses
2.3.4.2 Allowable forces and stresses <\/td>\n<\/tr>\n
112<\/td>\n2.3.4.2.1
2.3.4.2.1
2.3.4.2.2
2.3.4.2.2 <\/td>\n<\/tr>\n
113<\/td>\n2.3.4.3 Columns
2.3.4.3 Columns <\/td>\n<\/tr>\n
114<\/td>\n2.3.4.4 Walls
2.3.4.4 Walls
2.3.5 Axial tension and flexural tension
2.3.5 Axial tension and flexural tension
2.3.6 Shear
2.3.6 Shear
2.3.6.1
2.3.6.1
2.3.6.1.1
2.3.6.1.1
2.3.6.1.2
2.3.6.1.2 <\/td>\n<\/tr>\n
115<\/td>\n2.3.6.1.3
2.3.6.1.3
2.3.6.1.4
2.3.6.1.4
2.3.6.1.5
2.3.6.1.5
2.3.6.2
2.3.6.2
2.3.6.2.1
2.3.6.2.1 <\/td>\n<\/tr>\n
116<\/td>\n2.3.6.2.2
2.3.6.2.2
2.3.6.3
2.3.6.3
2.3.6.4
2.3.6.4 <\/td>\n<\/tr>\n
119<\/td>\nCHAPTER 3- STRENGTH DESIGN OF MASONRY
CHAPTER 3- STRENGTH DESIGN OF MASONRY
3.1 \u2014 General
3.1 \u2014 General
3.1.1 Scope
3.1.1 Scope
3.1.2 Required strength
3.1.2 Required strength
3.1.3 Design strength
3.1.3 Design strength
3.1.4 Strength-reduction factors
3.1.4 Strength-reduction factors
3.1.4.1 Anchor bolts
3.1.4.1 Anchor bolts
3.1.4.2 Bearing
3.1.4.2 Bearing
3.1.4.3 Combinations of flexure and axial load in unreinforced masonry
3.1.4.3 Combinations of flexure and axial load in unreinforced masonry <\/td>\n<\/tr>\n
120<\/td>\n3.1.4.4 Combinations of flexure and axial load in reinforced masonry
3.1.4.4 Combinations of flexure and axial load in reinforced masonry
3.1.4.5 Shear
3.1.4.5 Shear
3.1.5 Deformation requirements
3.1.5 Deformation requirements
3.1.5.1 Deflection of unreinforced (plain) masonry
3.1.5.1 Deflection of unreinforced (plain) masonry
3.1.5.2 Deflection of reinforced masonry
3.1.5.2 Deflection of reinforced masonry
3.1.6 Anchor bolts embedded in grout
3.1.6 Anchor bolts embedded in grout
3.1.6.1 Design requirements
3.1.6.1 Design requirements
3.1.6.2 Nominal strengths determined by test
3.1.6.2 Nominal strengths determined by test
3.1.6.2.1
3.1.6.2.1
3.1.6.2.2
3.1.6.2.2 <\/td>\n<\/tr>\n
121<\/td>\n3.1.6.3 Nominal strengths determined by calculation for headed and bent-bar anchor bolts
3.1.6.3 Nominal strengths determined by calculation for headed and bent-bar anchor bolts
3.1.6.3.1 Nominal tensile strength of headed and bent-bar anchor bolts
3.1.6.3.1 Nominal tensile strength of headed and bent-bar anchor bolts
3.1.6.3.1.1 Axial tensile strength of headed anchor bolts
3.1.6.3.1.1 Axial tensile strength of headed anchor bolts
3.1.6.3.1.2 Axial tensile strength of bent-bar anchor bolts
3.1.6.3.1.2 Axial tensile strength of bent-bar anchor bolts <\/td>\n<\/tr>\n
122<\/td>\n3.1.6.3.2 Shear strength of headed and bent-bar anchor bolts
3.1.6.3.2 Shear strength of headed and bent-bar anchor bolts
3.1.6.3.3 Combined axial tension and shear
3.1.6.3.3 Combined axial tension and shear
3.1.7 Nominal bearing strength
3.1.7 Nominal bearing strength
3.1.8 Material properties
3.1.8 Material properties
3.1.8.1 Compressive strength
3.1.8.1 Compressive strength
3.1.8.1.1 Masonry compressive strength
3.1.8.1.1 Masonry compressive strength
3.1.8.1.2 Grout compressive strength
3.1.8.1.2 Grout compressive strength <\/td>\n<\/tr>\n
123<\/td>\n3.1.8.2 Masonry modulus of rupture
3.1.8.2 Masonry modulus of rupture
3.1.8.3 Reinforcement strength
3.1.8.3 Reinforcement strength <\/td>\n<\/tr>\n
124<\/td>\n3.2 \u2013\u2013 Unreinforced (plain) masonry
3.2 \u2013\u2013 Unreinforced (plain) masonry
3.2.1 Scope
3.2.1 Scope
3.2.1.1 Strength for resisting loads
3.2.1.1 Strength for resisting loads
3.2.1.2 Strength contribution from reinforcement
3.2.1.2 Strength contribution from reinforcement
3.2.1.3 Design criteria
3.2.1.3 Design criteria
3.2.2 Flexural and axial strength of unreinforced (plain) masonry members
3.2.2 Flexural and axial strength of unreinforced (plain) masonry members
3.2.2.1 Design assumptions
3.2.2.1 Design assumptions
3.2.2.2 Nominal strength
3.2.2.2 Nominal strength
3.2.2.3 Nominal axial strength
3.2.2.3 Nominal axial strength <\/td>\n<\/tr>\n
125<\/td>\n3.2.2.4 P-Delta effects
3.2.2.4 P-Delta effects
3.2.2.4.1
3.2.2.4.1
3.2.2.4.2
3.2.2.4.2
3.2.2.4.3
3.2.2.4.3 <\/td>\n<\/tr>\n
126<\/td>\n3.2.2.4.4
3.2.2.4.4 <\/td>\n<\/tr>\n
127<\/td>\n3.2.3 Axial tension
3.2.3 Axial tension
3.2.4 Nominal shear strength
3.2.4 Nominal shear strength <\/td>\n<\/tr>\n
128<\/td>\n3.3 \u2013\u2013 Reinforced masonry
3.3 \u2013\u2013 Reinforced masonry
3.3.1 Scope
3.3.1 Scope
3.3.2 Design assumptions
3.3.2 Design assumptions
3.3.3 Reinforcement requirements and details
3.3.3 Reinforcement requirements and details
3.3.3.1 Reinforcing bar size limitations
3.3.3.1 Reinforcing bar size limitations <\/td>\n<\/tr>\n
129<\/td>\n3.3.3.2 Standard hooks
3.3.3.2 Standard hooks
3.3.3.3 Development
3.3.3.3 Development
3.3.3.3.1
3.3.3.3.1
3.3.3.3.2
3.3.3.3.2
3.3.3.3.2.1
3.3.3.3.2.1 <\/td>\n<\/tr>\n
130<\/td>\n3.3.3.3.2.2
3.3.3.3.2.2
3.3.3.4 Splices
3.3.3.4 Splices <\/td>\n<\/tr>\n
132<\/td>\n3.3.3.5 Maximum area of flexural tensile reinforcement
3.3.3.5 Maximum area of flexural tensile reinforcement
3.3.3.5.1
3.3.3.5.1
3.3.3.5.2
3.3.3.5.2
3.3.3.5.3
3.3.3.5.3
3.3.3.5.4
3.3.3.5.4 <\/td>\n<\/tr>\n
134<\/td>\n3.3.3.6 Bundling of reinforcing bars
3.3.3.6 Bundling of reinforcing bars <\/td>\n<\/tr>\n
135<\/td>\n3.3.4 Design of beams, piers, and columns
3.3.4 Design of beams, piers, and columns
3.3.4.1 Nominal strength
3.3.4.1 Nominal strength
3.3.4.1.1 Nominal axial and flexural strength
3.3.4.1.1 Nominal axial and flexural strength
3.3.4.1.2 Nominal shear strength
3.3.4.1.2 Nominal shear strength
3.3.4.1.2.1 Nominal masonry shear strength
3.3.4.1.2.1 Nominal masonry shear strength <\/td>\n<\/tr>\n
136<\/td>\n3.3.4.1.2.2 Nominal shear strength provided by reinforcement
3.3.4.1.2.2 Nominal shear strength provided by reinforcement
3.3.4.2 Beams
3.3.4.2 Beams
3.3.4.2.2 Longitudinal reinforcement
3.3.4.2.2 Longitudinal reinforcement
3.3.4.2.2.1
3.3.4.2.2.1
3.3.4.2.2.2
3.3.4.2.2.2
3.3.4.2.2.3
3.3.4.2.2.3
3.3.4.2.3 Transverse reinforcement
3.3.4.2.3 Transverse reinforcement <\/td>\n<\/tr>\n
137<\/td>\n3.3.4.2.4 Construction
3.3.4.2.4 Construction
3.3.4.2.5 Dimensional limits
3.3.4.2.5 Dimensional limits
3.3.4.3 Piers
3.3.4.3 Piers
3.3.4.3.1
3.3.4.3.1
3.3.4.3.2 Longitudinal reinforcement
3.3.4.3.2 Longitudinal reinforcement
3.3.4.3.3 Dimensional limits
3.3.4.3.3 Dimensional limits <\/td>\n<\/tr>\n
138<\/td>\n3.3.5 Wall design for out-of-plane loads
3.3.5 Wall design for out-of-plane loads
3.3.5.1 Scope
3.3.5.1 Scope
3.3.5.2 Moment and deflection calculations
3.3.5.2 Moment and deflection calculations
3.3.5.3 Walls with factored axial stress of 0.20 f ‘m or less
3.3.5.3 Walls with factored axial stress of 0.20 f ‘m or less
3.3.5.4 Nominal axial and flexural strength
3.3.5.4 Nominal axial and flexural strength <\/td>\n<\/tr>\n
139<\/td>\n3.3.5.5 Deflections
3.3.5.5 Deflections <\/td>\n<\/tr>\n
140<\/td>\n3.3.6 Wall design for in-plane loads
3.3.6 Wall design for in-plane loads
3.3.6.1 Scope
3.3.6.1 Scope
3.3.6.2 Reinforcement
3.3.6.2 Reinforcement
3.3.6.3 Flexural and axial strength
3.3.6.3 Flexural and axial strength
3.3.6.4 Shear strength
3.3.6.4 Shear strength
3.3.6.5
3.3.6.5
3.3.6.5.1
3.3.6.5.1 <\/td>\n<\/tr>\n
141<\/td>\n3.3.6.5.2
3.3.6.5.2
3.3.6.5.3
3.3.6.5.3 <\/td>\n<\/tr>\n
143<\/td>\n3.3.6.5.4
3.3.6.5.4 <\/td>\n<\/tr>\n
144<\/td>\n3.3.6.5.5
3.3.6.5.5 <\/td>\n<\/tr>\n
147<\/td>\nCHAPTER 4- PRESTRESSED MASONRY
CHAPTER 4- PRESTRESSED MASONRY
4.1 \u2014 General
4.1 \u2014 General
4.1.1 Scope
4.1.1 Scope
4.1.2
4.1.2
4.1.3
4.1.3
4.1.4
4.1.4
4.1.5
4.1.5 <\/td>\n<\/tr>\n
148<\/td>\n4.1.6
4.1.6
4.2 \u2014 Design methods
4.2 \u2014 Design methods
4.2.1 General
4.2.1 General
4.2.2 After transfer
4.2.2 After transfer
4.3 \u2014 Permissible stresses in prestressing tendons
4.3 \u2014 Permissible stresses in prestressing tendons
4.3.1 Jacking force
4.3.1 Jacking force
4.3.2 Immediately after transfer
4.3.2 Immediately after transfer
4.3.3 Post-tensioned masonry members
4.3.3 Post-tensioned masonry members <\/td>\n<\/tr>\n
149<\/td>\n4.3.4 Effective prestress
4.3.4 Effective prestress <\/td>\n<\/tr>\n
150<\/td>\n4.4 \u2014 Axial compression and flexure
4.4 \u2014 Axial compression and flexure
4.4.1 General
4.4.1 General
4.4.1.1
4.4.1.1
4.4.1.2
4.4.1.2
4.4.1.3
4.4.1.3 <\/td>\n<\/tr>\n
151<\/td>\n4.4.2 Service load requirements
4.4.2 Service load requirements
4.4.2.1
4.4.2.1
4.4.2.2
4.4.2.2 <\/td>\n<\/tr>\n
152<\/td>\n4.4.3 Strength requirements
4.4.3 Strength requirements
4.4.3.1
4.4.3.1
4.4.3.2
4.4.3.2
4.4.3.3
4.4.3.3
4.4.3.4
4.4.3.4
4.4.3.5
4.4.3.5
4.4.3.5.1
4.4.3.5.1
4.4.3.5.2
4.4.3.5.2
4.4.3.5.3
4.4.3.5.3
4.4.3.5.4
4.4.3.5.4
4.4.3.6
4.4.3.6 <\/td>\n<\/tr>\n
153<\/td>\n4.4.3.7 Computation of fps for out-of-planebending
4.4.3.7 Computation of fps for out-of-planebending
4.4.3.7.1
4.4.3.7.1
4.4.3.7.2
4.4.3.7.2
4.4.3.7.3
4.4.3.7.3
4.4.3.8 Computation of fps for shear walls
4.4.3.8 Computation of fps for shear walls
4.5 \u2014 Axial tension
4.5 \u2014 Axial tension
4.6 \u2014 Shear
4.6 \u2014 Shear
4.6.1
4.6.1
4.6.2
4.6.2
4.6.2.1
4.6.2.1 <\/td>\n<\/tr>\n
154<\/td>\n4.6.2.2
4.6.2.2
4.7 \u2014 Deflection
4.7 \u2014 Deflection
4.8 \u2014 Prestressing tendon anchorages, couplers, and end blocks
4.8 \u2014 Prestressing tendon anchorages, couplers, and end blocks
4.8.1
4.8.1
4.8.2
4.8.2
4.8.3
4.8.3
4.8.4 Bearing stresses
4.8.4 Bearing stresses
4.8.4.1
4.8.4.1
4.8.4.2
4.8.4.2
4.9 \u2014 Protection of prestressing tendons and accessories
4.9 \u2014 Protection of prestressing tendons and accessories
4.9.1
4.9.1
4.9.2
4.9.2 <\/td>\n<\/tr>\n
155<\/td>\n4.9.3
4.9.3
4.10 \u2014 Development of bonded tendons
4.10 \u2014 Development of bonded tendons <\/td>\n<\/tr>\n
157<\/td>\nCHAPTER 5- EMPIRICAL DESIGN OF MASONRY
CHAPTER 5- EMPIRICAL DESIGN OF MASONRY
5.1 \u2014 General
5.1 \u2014 General
5.1.1 Scope
5.1.1 Scope
5.1.1.1
5.1.1.1
5.1.1.2
5.1.1.2
5.1.2 Limitations
5.1.2 Limitations
5.1.2.1 Gravity Loads
5.1.2.1 Gravity Loads
5.1.2.2 Seismic
5.1.2.2 Seismic
5.1.2.3 Wind
5.1.2.3 Wind
5.1.2.4 Buildings and other structures in Risk Category IV
5.1.2.4 Buildings and other structures in Risk Category IV
5.1.2.5 Other horizontal loads
5.1.2.5 Other horizontal loads
5.1.2.6 Glass unit masonry
5.1.2.6 Glass unit masonry
5.1.2.7 AAC masonry
5.1.2.7 AAC masonry <\/td>\n<\/tr>\n
159<\/td>\n5.2 \u2014 Height
5.2 \u2014 Height
5.3 \u2014 Lateral stability
5.3 \u2014 Lateral stability
5.3.1 Shear walls
5.3.1 Shear walls
5.3.1.1
5.3.1.1
5.3.1.2
5.3.1.2
5.3.2 Roofs
5.3.2 Roofs <\/td>\n<\/tr>\n
161<\/td>\n5.4 \u2014 Compressive stress requirements
5.4 \u2014 Compressive stress requirements
5.4.1 Calculations
5.4.1 Calculations
5.4.2 Allowable compressive stresses
5.4.2 Allowable compressive stresses <\/td>\n<\/tr>\n
164<\/td>\n5.5 \u2014 Lateral support
5.5 \u2014 Lateral support
5.5.1 Maximum l\/t and h\/t
5.5.1 Maximum l\/t and h\/t <\/td>\n<\/tr>\n
165<\/td>\n5.5.2 Cantilever walls
5.5.2 Cantilever walls
5.5.3 Support elements
5.5.3 Support elements
5.6 \u2014 Thickness of masonry
5.6 \u2014 Thickness of masonry
5.6.1 General
5.6.1 General
5.6.2 Minimum thickness
5.6.2 Minimum thickness
5.6.2.1 Bearing Walls
5.6.2.1 Bearing Walls
5.6.2.2 Rubble stone walls
5.6.2.2 Rubble stone walls
5.6.2.3 Shear walls
5.6.2.3 Shear walls <\/td>\n<\/tr>\n
166<\/td>\n5.6.2.4 Foundation walls
5.6.2.4 Foundation walls
5.6.2.5 Foundation piers
5.6.2.5 Foundation piers
5.6.2.6 Parapet walls
5.6.2.6 Parapet walls
5.6.2.7 Change in thickness
5.6.2.7 Change in thickness
5.6.3 Foundation walls
5.6.3 Foundation walls
5.6.3.1
5.6.3.1
5.6.3.2
5.6.3.2 <\/td>\n<\/tr>\n
167<\/td>\n5.6.4 Parapet walls
5.6.4 Parapet walls
5.7 \u2014 Bond
5.7 \u2014 Bond
5.7.1 General
5.7.1 General
5.7.2 Bonding with masonry headers
5.7.2 Bonding with masonry headers
5.7.2.1 Solid units
5.7.2.1 Solid units
5.7.2.2 Hollow units
5.7.2.2 Hollow units
5.7.3 Bonding with wall ties or joint reinforcement
5.7.3 Bonding with wall ties or joint reinforcement
5.7.3.1
5.7.3.1
5.7.3.2
5.7.3.2 <\/td>\n<\/tr>\n
169<\/td>\n5.7.4 Natural or cast stone
5.7.4 Natural or cast stone
5.7.4.1 Ashlar masonry
5.7.4.1 Ashlar masonry
5.7.4.2 Rubble stone masonry
5.7.4.2 Rubble stone masonry
5.8 \u2014 Anchorage
5.8 \u2014 Anchorage
5.8.1 General
5.8.1 General
5.8.2 Intersecting walls
5.8.2 Intersecting walls
5.8.2.1
5.8.2.1
5.8.2.2
5.8.2.2
5.8.2.3
5.8.2.3
5.8.2.4
5.8.2.4
5.8.2.5
5.8.2.5
5.8.3 Floor and roof anchorage
5.8.3 Floor and roof anchorage
5.8.3.1
5.8.3.1 <\/td>\n<\/tr>\n
170<\/td>\n5.8.3.2
5.8.3.2
5.8.3.3
5.8.3.3
5.8.3.4
5.8.3.4
5.8.3.5
5.8.3.5
5.8.4 Walls adjoining structural framing
5.8.4 Walls adjoining structural framing
5.9 \u2014 Miscellaneous requirements
5.9 \u2014 Miscellaneous requirements
5.9.1 Chases and recesses
5.9.1 Chases and recesses
5.9.2 Lintels
5.9.2 Lintels
5.9.3 Support on wood
5.9.3 Support on wood <\/td>\n<\/tr>\n
171<\/td>\nCHAPTER 6- VENEER
CHAPTER 6- VENEER
6.1 \u2014 General
6.1 \u2014 General
6.1.1 Scope
6.1.1 Scope <\/td>\n<\/tr>\n
172<\/td>\n6.1.1.1
6.1.1.1
6.1.1.2
6.1.1.2
6.1.1.3
6.1.1.3
6.1.2 Design of anchored veneer
6.1.2 Design of anchored veneer <\/td>\n<\/tr>\n
174<\/td>\n6.1.3 Design of adhered veneer
6.1.3 Design of adhered veneer
6.1.4 Dimension stone
6.1.4 Dimension stone
6.1.5 Autoclaved aerated concrete masonry veneer
6.1.5 Autoclaved aerated concrete masonry veneer
6.1.6 General design requirements
6.1.6 General design requirements
6.1.6.1
6.1.6.1
6.1.6.2
6.1.6.2
6.1.6.3
6.1.6.3 <\/td>\n<\/tr>\n
175<\/td>\n6.2 \u2014 Anchored veneer
6.2 \u2014 Anchored veneer
6.2.1 Alternative design of anchored masonry veneer
6.2.1 Alternative design of anchored masonry veneer
6.2.2 Prescriptive requirements for anchored masonry veneer
6.2.2 Prescriptive requirements for anchored masonry veneer
6.2.2.1
6.2.2.1
6.2.2.2
6.2.2.2
6.2.2.3 Vertical support of anchored masonry veneer
6.2.2.3 Vertical support of anchored masonry veneer
6.2.2.3.1
6.2.2.3.1
6.2.2.3.1.1
6.2.2.3.1.1
6.2.2.3.1.2
6.2.2.3.1.2 <\/td>\n<\/tr>\n
176<\/td>\n6.2.2.3.1.3
6.2.2.3.1.3
6.2.2.3.1.4
6.2.2.3.1.4
6.2.2.3.1.5
6.2.2.3.1.5
6.2.2.3.2
6.2.2.3.2
6.2.2.3.3
6.2.2.3.3
6.2.2.4 Masonry units
6.2.2.4 Masonry units
6.2.2.5 Anchor requirements
6.2.2.5 Anchor requirements
6.2.2.5.1 Corrugated sheet-metal anchors
6.2.2.5.1 Corrugated sheet-metal anchors
6.2.2.5.1.1
6.2.2.5.1.1 <\/td>\n<\/tr>\n
177<\/td>\n6.2.2.5.1.2
6.2.2.5.1.2
6.2.2.5.2 Sheet-metal anchors
6.2.2.5.2 Sheet-metal anchors
6.2.2.5.2.1
6.2.2.5.2.1
6.2.2.5.2.2
6.2.2.5.2.2
6.2.2.5.3 Wire anchors
6.2.2.5.3 Wire anchors
6.2.2.5.3.1
6.2.2.5.3.1
6.2.2.5.3.2
6.2.2.5.3.2
6.2.2.5.4 Joint reinforcement
6.2.2.5.4 Joint reinforcement
6.2.2.5.4.1
6.2.2.5.4.1 <\/td>\n<\/tr>\n
178<\/td>\n6.2.2.5.4.2
6.2.2.5.4.2
6.2.2.5.5 Adjustable anchors
6.2.2.5.5 Adjustable anchors
6.2.2.5.5.1
6.2.2.5.5.1
6.2.2.5.5.2
6.2.2.5.5.2
6.2.2.5.5.3
6.2.2.5.5.3
6.2.2.5.5.4
6.2.2.5.5.4
6.2.2.5.5.5
6.2.2.5.5.5
6.2.2.5.6 Anchor spacing
6.2.2.5.6 Anchor spacing
6.2.2.5.6.1
6.2.2.5.6.1
6.2.2.5.6.2
6.2.2.5.6.2
6.2.2.5.6.3
6.2.2.5.6.3
6.2.2.5.6.4
6.2.2.5.6.4
6.2.2.5.7 Joint thickness for anchors
6.2.2.5.7 Joint thickness for anchors
6.2.2.6 Masonry veneer anchored to wood backing
6.2.2.6 Masonry veneer anchored to wood backing
6.2.2.6.1
6.2.2.6.1
6.2.2.6.2
6.2.2.6.2 <\/td>\n<\/tr>\n
179<\/td>\n6.2.2.6.3
6.2.2.6.3
6.2.2.7 Masonry veneer anchored to steel backing
6.2.2.7 Masonry veneer anchored to steel backing
6.2.2.7.1
6.2.2.7.1
6.2.2.7.2
6.2.2.7.2
6.2.2.7.3
6.2.2.7.3
6.2.2.7.4
6.2.2.7.4
6.2.2.8 Masonry veneer anchored to masonry or concrete backing
6.2.2.8 Masonry veneer anchored to masonry or concrete backing
6.2.2.8.1
6.2.2.8.1
6.2.2.8.2
6.2.2.8.2
6.2.2.9 Veneer not laid in running bond
6.2.2.9 Veneer not laid in running bond
6.2.2.10 Requirements in seismic areas
6.2.2.10 Requirements in seismic areas
6.2.2.10.1 Seismic Design Category C
6.2.2.10.1 Seismic Design Category C
6.2.2.10.1.1
6.2.2.10.1.1
6.2.2.10.1.2
6.2.2.10.1.2
6.2.2.10.2 Seismic Design Category D
6.2.2.10.2 Seismic Design Category D
6.2.2.10.2.1
6.2.2.10.2.1 <\/td>\n<\/tr>\n
180<\/td>\n6.2.2.10.2.2
6.2.2.10.2.2
6.2.2.10.2.3
6.2.2.10.2.3
6.2.2.10.3 Seismic Design Categories E and F
6.2.2.10.3 Seismic Design Categories E and F
6.2.2.10.3.1
6.2.2.10.3.1
6.2.2.10.3.2
6.2.2.10.3.2
6.2.2.10.3.3
6.2.2.10.3.3
6.2.2.11 Requirements in areas of high winds
6.2.2.11 Requirements in areas of high winds <\/td>\n<\/tr>\n
181<\/td>\n6.3 \u2014 Adhered veneer
6.3 \u2014 Adhered veneer
6.3.1 Alternative design of adhered masonry vene
6.3.1 Alternative design of adhered masonry vene
6.3.2 Prescriptive requirements for adhered masonry veneer
6.3.2 Prescriptive requirements for adhered masonry veneer
6.3.2.1 Unit sizes
6.3.2.1 Unit sizes
6.3.2.2 Wall area limitations
6.3.2.2 Wall area limitations
6.3.2.3 Backing
6.3.2.3 Backing
6.3.2.4
6.3.2.4 <\/td>\n<\/tr>\n
183<\/td>\nCHAPTER 7- GLASS UNIT MASONRY
CHAPTER 7- GLASS UNIT MASONRY
7.1 \u2014 General
7.1 \u2014 General
7.1.1 Scope
7.1.1 Scope
7.1.1.1
7.1.1.1
7.1.1.2
7.1.1.2
7.1.2 General design requirements
7.1.2 General design requirements
7.1.3 Units
7.1.3 Units
7.1.3.1
7.1.3.1
7.1.3.2
7.1.3.2
7.1.3.3
7.1.3.3
7.2 \u2014 Panel size
7.2 \u2014 Panel size
7.2.1 Exterior standard-unit panels
7.2.1 Exterior standard-unit panels <\/td>\n<\/tr>\n
185<\/td>\n7.2.2 Exterior thin-unit panels
7.2.2 Exterior thin-unit panels
7.2.3 Interior panels
7.2.3 Interior panels
7.2.3.1
7.2.3.1
7.2.3.2
7.2.3.2 <\/td>\n<\/tr>\n
186<\/td>\n7.2.4 Curved panels
7.2.4 Curved panels
7.3 \u2014 Support
7.3 \u2014 Support
7.3.1 General requirements
7.3.1 General requirements
7.3.2 Vertical
7.3.2 Vertical
7.3.2.1
7.3.2.1
7.3.2.2
7.3.2.2
7.3.2.3
7.3.2.3
7.3.3 Lateral
7.3.3 Lateral
7.3.3.1
7.3.3.1
7.3.3.2
7.3.3.2
7.3.3.3
7.3.3.3
7.3.3.4
7.3.3.4 <\/td>\n<\/tr>\n
188<\/td>\n7.4 \u2014 Expansion joints
7.4 \u2014 Expansion joints
7.5 \u2014 Base surface treatment
7.5 \u2014 Base surface treatment
7.6 \u2014 Mortar
7.6 \u2014 Mortar
7.7 \u2014 Reinforcement
7.7 \u2014 Reinforcement <\/td>\n<\/tr>\n
189<\/td>\nCHAPTER 8- STRENGTH DESIGN OF AUTOCLAVED AERATED CONCRETE (AAC)MASONRY
CHAPTER 8- STRENGTH DESIGN OF AUTOCLAVED AERATED CONCRETE (AAC)MASONRY
8.1 \u2014 General
8.1 \u2014 General
8.1.1 Scope
8.1.1 Scope
8.1.1.1
8.1.1.1
8.1.1.2
8.1.1.2
8.1.2 Required strength
8.1.2 Required strength
8.1.3 Design strength
8.1.3 Design strength
8.1.4 Strength of joints
8.1.4 Strength of joints <\/td>\n<\/tr>\n
190<\/td>\n8.1.5 Strength-reduction factors
8.1.5 Strength-reduction factors
8.1.5.1 Anchor bolts
8.1.5.1 Anchor bolts
8.1.5.2 Bearing
8.1.5.2 Bearing
8.1.5.3 Combinations of flexure and axial load in unreinforced AAC masonry
8.1.5.3 Combinations of flexure and axial load in unreinforced AAC masonry
8.1.5.4 Combinations of flexure and axial load in reinforced AAC masonry
8.1.5.4 Combinations of flexure and axial load in reinforced AAC masonry
8.1.5.5 Shear
8.1.5.5 Shear
8.1.6 Deformation requirements
8.1.6 Deformation requirements
8.1.6.1 Deflection of unreinforced (plain) AAC masonry
8.1.6.1 Deflection of unreinforced (plain) AAC masonry <\/td>\n<\/tr>\n
191<\/td>\n8.1.6.2 Deflection of reinforced AAC masonry
8.1.6.2 Deflection of reinforced AAC masonry
8.1.7 Anchor bolts
8.1.7 Anchor bolts
8.1.8 Material properties
8.1.8 Material properties
8.1.8.1 Compressive strength
8.1.8.1 Compressive strength
8.1.8.1.1 Masonry compressive strength
8.1.8.1.1 Masonry compressive strength
8.1.8.1.2 Grout compressive strength
8.1.8.1.2 Grout compressive strength
8.1.8.2 Masonry splitting tensile strength
8.1.8.2 Masonry splitting tensile strength
8.1.8.3 Masonry modulus of rupture
8.1.8.3 Masonry modulus of rupture <\/td>\n<\/tr>\n
192<\/td>\n8.1.8.4 Masonry direct shear strength
8.1.8.4 Masonry direct shear strength
8.1.8.5 Coefficient of friction
8.1.8.5 Coefficient of friction
8.1.8.6 Reinforcement strength
8.1.8.6 Reinforcement strength
8.1.9 Nominal bearing strength
8.1.9 Nominal bearing strength
8.1.9.1
8.1.9.1
8.1.9.2 Bearing for simply supported precast floor and roof members on AAC masonry shear walls
8.1.9.2 Bearing for simply supported precast floor and roof members on AAC masonry shear walls <\/td>\n<\/tr>\n
193<\/td>\n8.1.10 Corbels
8.1.10 Corbels
8.2 \u2014Unreinforced (plain) AAC masonry
8.2 \u2014Unreinforced (plain) AAC masonry
8.2.1 Scope
8.2.1 Scope
8.2.1.1 Strength for resisting loads
8.2.1.1 Strength for resisting loads
8.2.1.2 Strength contribution from reinforcement
8.2.1.2 Strength contribution from reinforcement
8.2.1.3 Design criteria
8.2.1.3 Design criteria
8.2.2 Flexural strength of unreinforced (plain) AAC masonry members
8.2.2 Flexural strength of unreinforced (plain) AAC masonry members <\/td>\n<\/tr>\n
194<\/td>\n8.2.3 Nominal axial strength of unreinforced (plain) AAC masonry members
8.2.3 Nominal axial strength of unreinforced (plain) AAC masonry members
8.2.4 Axial tension
8.2.4 Axial tension
8.2.5 Nominal shear strength of unreinforced (plain) AAC masonry members
8.2.5 Nominal shear strength of unreinforced (plain) AAC masonry members
8.2.6 Flexural cracking
8.2.6 Flexural cracking <\/td>\n<\/tr>\n
195<\/td>\n8.3 \u2014 Reinforced AAC masonry
8.3 \u2014 Reinforced AAC masonry
8.3.1 Scope
8.3.1 Scope
8.3.2 Design assumptions
8.3.2 Design assumptions
8.3.3 Reinforcement requirements and details
8.3.3 Reinforcement requirements and details
8.3.3.1 Reinforcing bar size limitations
8.3.3.1 Reinforcing bar size limitations <\/td>\n<\/tr>\n
196<\/td>\n8.3.3.2 Standard hooks
8.3.3.2 Standard hooks
8.3.3.3 Development
8.3.3.3 Development
8.3.3.3.1 Development of tension and compression reinforcement
8.3.3.3.1 Development of tension and compression reinforcement
8.3.3.3.2 Development of shear reinforcement
8.3.3.3.2 Development of shear reinforcement
8.3.3.3.2.1
8.3.3.3.2.1 <\/td>\n<\/tr>\n
197<\/td>\n8.3.3.3.2.2
8.3.3.3.2.2
8.3.3.4 Splices
8.3.3.4 Splices
8.3.3.5 Maximum reinforcement percentages
8.3.3.5 Maximum reinforcement percentages
8.3.3.6 Bundling of reinforcing bars
8.3.3.6 Bundling of reinforcing bars
8.3.4 Design of beams, piers, and columns
8.3.4 Design of beams, piers, and columns
8.3.4.1 Nominal strength
8.3.4.1 Nominal strength
8.3.4.1.1 Nominal axial and flexural strength
8.3.4.1.1 Nominal axial and flexural strength <\/td>\n<\/tr>\n
198<\/td>\n8.3.4.1.2 Nominal shear strength
8.3.4.1.2 Nominal shear strength
8.3.4.1.2.1 Nominal masonry shear strength as governed by web-shear cracking
8.3.4.1.2.1 Nominal masonry shear strength as governed by web-shear cracking <\/td>\n<\/tr>\n
199<\/td>\n8.3.4.1.2.2 Nominal shear strength as governed by crushing of diagonal compressive strut
8.3.4.1.2.2 Nominal shear strength as governed by crushing of diagonal compressive strut
8.3.4.1.2.3 Nominal shear strength provided by shear reinforcement
8.3.4.1.2.3 Nominal shear strength provided by shear reinforcement <\/td>\n<\/tr>\n
200<\/td>\n8.3.4.1.2.4
8.3.4.1.2.4
8.3.4.2 Beams
8.3.4.2 Beams
8.3.4.2.1
8.3.4.2.1
8.3.4.2.2 Longitudinal reinforcement
8.3.4.2.2 Longitudinal reinforcement
8.3.4.2.2.1
8.3.4.2.2.1
8.3.4.2.2.2
8.3.4.2.2.2
8.3.4.2.3 Transverse reinforcement
8.3.4.2.3 Transverse reinforcement
8.3.4.2.4 Construction
8.3.4.2.4 Construction
8.3.4.2.5 Dimensional limits
8.3.4.2.5 Dimensional limits
8.3.4.3 Piers
8.3.4.3 Piers
8.3.4.3.1
8.3.4.3.1 <\/td>\n<\/tr>\n
201<\/td>\n8.3.4.3.2 Longitudinal reinforcement
8.3.4.3.2 Longitudinal reinforcement
8.3.4.3.3 Dimensional limits
8.3.4.3.3 Dimensional limits
8.3.5 Wall design for out-of-plane loads
8.3.5 Wall design for out-of-plane loads
8.3.5.1 Scope
8.3.5.1 Scope
8.3.5.2 Maximum reinforcement
8.3.5.2 Maximum reinforcement
8.3.5.3 Moment and deflection calculations
8.3.5.3 Moment and deflection calculations <\/td>\n<\/tr>\n
202<\/td>\n8.3.5.4 Walls with factored axial stress of 0.20 f \u00a2AAC or less
8.3.5.4 Walls with factored axial stress of 0.20 f \u00a2AAC or less
8.3.5.5 Deflections
8.3.5.5 Deflections <\/td>\n<\/tr>\n
203<\/td>\n8.3.6 Wall design for in-plane loads
8.3.6 Wall design for in-plane loads
8.3.6.1 Scope
8.3.6.1 Scope
8.3.6.2 Reinforcement
8.3.6.2 Reinforcement
8.3.6.3 Flexural and axial strength
8.3.6.3 Flexural and axial strength
8.3.6.4 Shear strength
8.3.6.4 Shear strength
8.3.6.5 Flexural cracking strength
8.3.6.5 Flexural cracking strength <\/td>\n<\/tr>\n
204<\/td>\n8.3.6.6
8.3.6.6
8.3.6.6.1
8.3.6.6.1
8.3.6.6.2
8.3.6.6.2
8.3.6.6.3
8.3.6.6.3
8.3.6.6.4
8.3.6.6.4 <\/td>\n<\/tr>\n
206<\/td>\nAPPENDIX A
APPENDIX A <\/td>\n<\/tr>\n
207<\/td>\nAPPENDIX B- DESIGN OF MASONRY INFILL
APPENDIX B- DESIGN OF MASONRY INFILL
B.1 \u2014 General
B.1 \u2014 General
B.1.1 Scope
B.1.1 Scope
B.1.1.1
B.1.1.1
B.1.1.2
B.1.1.2
B.1.2 Required strength
B.1.2 Required strength <\/td>\n<\/tr>\n
208<\/td>\nB.1.3 Design strength
B.1.3 Design strength
B.1.4 Strength-reduction factors
B.1.4 Strength-reduction factors
B.1.5 Limitations
B.1.5 Limitations
B.2 \u2014 Non-participating infills
B.2 \u2014 Non-participating infills
B.2.1 In-plane isolation joints for non-participating infills
B.2.1 In-plane isolation joints for non-participating infills
B.2.1.1
B.2.1.1
B.2.1.2
B.2.1.2
B.2.1.3
B.2.1.3
B.2.2 Design of non-participating infills for out-of planeloads
B.2.2 Design of non-participating infills for out-of planeloads
B.2.2.1
B.2.2.1
B.2.2.2
B.2.2.2 <\/td>\n<\/tr>\n
209<\/td>\nB.2.2.3
B.2.2.3
B.2.2.4
B.2.2.4
B.2.2.5
B.2.2.5
B.3 \u2014 Participating infills
B.3 \u2014 Participating infills
B.3.1 General
B.3.1 General
B.3.1.1
B.3.1.1
B.3.1.2
B.3.1.2
B.3.1.2.1
B.3.1.2.1
B.3.1.2.2
B.3.1.2.2
B.3.2 In-plane connection requirements for participating infills
B.3.2 In-plane connection requirements for participating infills <\/td>\n<\/tr>\n
210<\/td>\nB.3.3 Out-of-plane connection requirements for participating infills
B.3.3 Out-of-plane connection requirements for participating infills
B.3.3.1
B.3.3.1
B.3.3.2
B.3.3.2
B.3.3.3
B.3.3.3
B.3.4 Design of participating infills for in-plane forces
B.3.4 Design of participating infills for in-plane forces
B.3.4.1
B.3.4.1
B.3.4.2
B.3.4.2
B.3.4.3
B.3.4.3 <\/td>\n<\/tr>\n
211<\/td>\nB.3.5 Design of frame elements with participating infills for in-plane loads
B.3.5 Design of frame elements with participating infills for in-plane loads
B.3.5.1
B.3.5.1
B.3.5.2
B.3.5.2
B.3.5.3
B.3.5.3
B.3.6 Design of participating infills for out-of-plane forces
B.3.6 Design of participating infills for out-of-plane forces <\/td>\n<\/tr>\n
215<\/td>\nCONVERSION OF INCH-POUND UNITS TO SI UNITS
CONVERSION OF INCH-POUND UNITS TO SI UNITS <\/td>\n<\/tr>\n
227<\/td>\nREFERENCES FOR THE CODE COMMENTARY
REFERENCES FOR THE CODE COMMENTARY
References, Chapter 1
References, Chapter 1 <\/td>\n<\/tr>\n
229<\/td>\nReferences, Chapter 2
References, Chapter 2 <\/td>\n<\/tr>\n
231<\/td>\nReferences, Chapter 3
References, Chapter 3 <\/td>\n<\/tr>\n
235<\/td>\nReferences, Chapter 4
References, Chapter 4 <\/td>\n<\/tr>\n
236<\/td>\nReferences, Chapter 5
References, Chapter 5
References, Chapter 6
References, Chapter 6 <\/td>\n<\/tr>\n
237<\/td>\nReferences, Chapter 7
References, Chapter 7
References, Chapter 8
References, Chapter 8 <\/td>\n<\/tr>\n
238<\/td>\nReferences, Appendix B
References, Appendix B <\/td>\n<\/tr>\n
241<\/td>\n530.1-11 Specification for Masonry Structures and Commentary
530.1-11 Specification for Masonry Structures and Commentary
TABLE OF CONTENTS
TABLE OF CONTENTS <\/td>\n<\/tr>\n
243<\/td>\nSYNOPSIS
SYNOPSIS <\/td>\n<\/tr>\n
245<\/td>\nPREFACE\/ INTRODUCTION
PREFACE\/ INTRODUCTION <\/td>\n<\/tr>\n
247<\/td>\nPART 1 \u2014 GENERAL
PART 1 \u2014 GENERAL
1.1 \u2014 Summary
1.1 \u2014 Summary
1.1 A.
1.1 A.
1.1 B.
1.1 B.
1.1 C.
1.1 C.
1.2 \u2014 Definitions
1.2 \u2014 Definitions <\/td>\n<\/tr>\n
252<\/td>\n1.3 \u2014 Reference standards
1.3 \u2014 Reference standards <\/td>\n<\/tr>\n
257<\/td>\n1.4 \u2014 System description
1.4 \u2014 System description
1.4 A. Compressive strength requirements
1.4 A. Compressive strength requirements
1.4 B. Compressive strength determination
1.4 B. Compressive strength determination <\/td>\n<\/tr>\n
263<\/td>\n1.4 C. Adhered veneer requirements
1.4 C. Adhered veneer requirements <\/td>\n<\/tr>\n
264<\/td>\n1.5 \u2014 Submittals
1.5 \u2014 Submittals
1.5 A.
1.5 A.
1.5 B.
1.5 B. <\/td>\n<\/tr>\n
265<\/td>\n1.6 \u2014 Quality assurance
1.6 \u2014 Quality assurance
1.6 A. Testing Agency\u2019s services and duties
1.6 A. Testing Agency\u2019s services and duties <\/td>\n<\/tr>\n
269<\/td>\n1.6 B. Inspection Agency\u2019s services and duties
1.6 B. Inspection Agency\u2019s services and duties
1.6 C. Contractor\u2019s services and duties
1.6 C. Contractor\u2019s services and duties <\/td>\n<\/tr>\n
270<\/td>\n1.6 D. Sample panels
1.6 D. Sample panels
1.6 E. Grout demonstration panel
1.6 E. Grout demonstration panel
1.7 \u2014 Delivery, storage, and handling
1.7 \u2014 Delivery, storage, and handling
1.7 A.
1.7 A.
1.7 B.
1.7 B.
1.7 C.
1.7 C.
1.7 D.
1.7 D.
1.7 E.
1.7 E.
1.8 \u2014 Project conditions
1.8 \u2014 Project conditions
1.8 A. Construction loads
1.8 A. Construction loads
1.8 B. Masonry protection
1.8 B. Masonry protection
1.8 C. Cold weather construction
1.8 C. Cold weather construction <\/td>\n<\/tr>\n
273<\/td>\n1.8 D. Hot weather construction
1.8 D. Hot weather construction <\/td>\n<\/tr>\n
275<\/td>\nPART 2 \u2014 PRODUCTS
PART 2 \u2014 PRODUCTS
2.1 \u2014 Mortar materials
2.1 \u2014 Mortar materials
2.1 A.
2.1 A. <\/td>\n<\/tr>\n
277<\/td>\n2.1 B. Glass unit masonry
2.1 B. Glass unit masonry
2.1 C. AAC Masonry
2.1 C. AAC Masonry <\/td>\n<\/tr>\n
278<\/td>\n2.2 \u2014 Grout materials
2.2 \u2014 Grout materials
2.2 A.
2.2 A.
2.2 B.
2.2 B.
2.2 C.
2.2 C.
2.3 \u2014 Masonry unit materials
2.3 \u2014 Masonry unit materials
2.3 A.
2.3 A. <\/td>\n<\/tr>\n
279<\/td>\n2.3 B.
2.3 B. <\/td>\n<\/tr>\n
280<\/td>\n2.3 C.
2.3 C.
2.3 D.
2.3 D. <\/td>\n<\/tr>\n
281<\/td>\n2.3 E.
2.3 E.
2.4 \u2014 Reinforcement, prestressing tendons, and metal accessories
2.4 \u2014 Reinforcement, prestressing tendons, and metal accessories
2.4 A. Reinforcing steel
2.4 A. Reinforcing steel <\/td>\n<\/tr>\n
282<\/td>\n2.4 B. Prestressing tendons
2.4 B. Prestressing tendons
2.4 C. Joint reinforcement
2.4 C. Joint reinforcement
2.4 D. Anchors, ties, and accessories
2.4 D. Anchors, ties, and accessories <\/td>\n<\/tr>\n
283<\/td>\n2.4 E. Stainless steel
2.4 E. Stainless steel
2.4 F. Coatings for corrosion protection
2.4 F. Coatings for corrosion protection <\/td>\n<\/tr>\n
284<\/td>\n2.4 G. Corrosion protection for tendons
2.4 G. Corrosion protection for tendons <\/td>\n<\/tr>\n
286<\/td>\n2.4 H. Prestressing anchorages, couplers, and end blocks
2.4 H. Prestressing anchorages, couplers, and end blocks <\/td>\n<\/tr>\n
288<\/td>\n2.5 \u2014 Accessories
2.5 \u2014 Accessories
2.5 A.
2.5 A.
2.5 B.
2.5 B.
2.5 C. Asphalt emulsion
2.5 C. Asphalt emulsion <\/td>\n<\/tr>\n
289<\/td>\n2.5 D. Masonry cleaner
2.5 D. Masonry cleaner
2.5 E. Joint fillers
2.5 E. Joint fillers <\/td>\n<\/tr>\n
290<\/td>\n2.6 \u2014 Mixing
2.6 \u2014 Mixing
2.6 A. Mortar
2.6 A. Mortar <\/td>\n<\/tr>\n
291<\/td>\n2.6 B. Grout
2.6 B. Grout <\/td>\n<\/tr>\n
292<\/td>\n2.6 C. Thin-bed mortar for AAC
2.6 C. Thin-bed mortar for AAC
2.7 \u2014 Fabrication
2.7 \u2014 Fabrication
2.7 A. Reinforcement
2.7 A. Reinforcement <\/td>\n<\/tr>\n
293<\/td>\n2.7 B. Prefabricated masonry
2.7 B. Prefabricated masonry <\/td>\n<\/tr>\n
295<\/td>\nPART 3 \u2014 EXECUTION
PART 3 \u2014 EXECUTION
3.1 \u2014 Inspection
3.1 \u2014 Inspection
3.1 A.
3.1 A.
3.1 B.
3.1 B. <\/td>\n<\/tr>\n
296<\/td>\n3.2 \u2014 Preparation
3.2 \u2014 Preparation
3.2 A.
3.2 A.
3.2 B.
3.2 B.
3.2 C. Wetting masonry units
3.2 C. Wetting masonry units
3.2 D. Debris
3.2 D. Debris
3.2 E. Reinforcement
3.2 E. Reinforcement
3.2 F. Cleanouts
3.2 F. Cleanouts <\/td>\n<\/tr>\n
297<\/td>\n3.3 \u2014 Masonry erection
3.3 \u2014 Masonry erection
3.3 A. Bond pattern
3.3 A. Bond pattern
3.3 B. Placing mortar and units
3.3 B. Placing mortar and units <\/td>\n<\/tr>\n
299<\/td>\n3.3 C. Placing adhered veneer
3.3 C. Placing adhered veneer <\/td>\n<\/tr>\n
300<\/td>\n3.3 D. Embedded items and accessories
3.3 D. Embedded items and accessories
3.3 E. Bracing of masonry
3.3 E. Bracing of masonry
3.3 F. Site tolerances
3.3 F. Site tolerances <\/td>\n<\/tr>\n
302<\/td>\n3.4 \u2014 Reinforcement, tie, and anchor installation
3.4 \u2014 Reinforcement, tie, and anchor installation
3.4 A. Basic requirements
3.4 A. Basic requirements
3.4 B. Reinforcement
3.4 B. Reinforcement <\/td>\n<\/tr>\n
306<\/td>\n3.4 C. Wall ties
3.4 C. Wall ties <\/td>\n<\/tr>\n
307<\/td>\n3.4 D. Anchor bolts
3.4 D. Anchor bolts <\/td>\n<\/tr>\n
308<\/td>\n3.4 E. Veneer anchors
3.4 E. Veneer anchors <\/td>\n<\/tr>\n
309<\/td>\n3.4 F. Glass unit masonry panel anchors
3.4 F. Glass unit masonry panel anchors
3.5 \u2014 Grout placement
3.5 \u2014 Grout placement
3.5 A. Placing time
3.5 A. Placing time
3.5 B. Confinement
3.5 B. Confinement <\/td>\n<\/tr>\n
310<\/td>\n3.5 C. Grout pour height
3.5 C. Grout pour height <\/td>\n<\/tr>\n
311<\/td>\n3.5 D. Grout lift height
3.5 D. Grout lift height
3.5 E. Consolidation
3.5 E. Consolidation <\/td>\n<\/tr>\n
312<\/td>\n3.5 F. Grout key
3.5 F. Grout key
3.5 G. Alternate grout placement
3.5 G. Alternate grout placement
3.5 H. Grout for AAC masonry
3.5 H. Grout for AAC masonry <\/td>\n<\/tr>\n
313<\/td>\n3.6 \u2014 Prestressing tendon installation and stressing procedure
3.6 \u2014 Prestressing tendon installation and stressing procedure
3.6 A. Site tolerances
3.6 A. Site tolerances
3.6 B. Application and measurement of prestressing force
3.6 B. Application and measurement of prestressing force <\/td>\n<\/tr>\n
314<\/td>\n3.6 C. Grouting bonded tendons
3.6 C. Grouting bonded tendons
3.6 D. Burning and welding operations
3.6 D. Burning and welding operations
3.7 \u2014 Field quality control
3.7 \u2014 Field quality control
3.7 A.
3.7 A.
3.7 B.
3.7 B.
3.8 \u2014 Cleaning
3.8 \u2014 Cleaning <\/td>\n<\/tr>\n
315<\/td>\nFOREWORD TO SPECIFICATION CHECKLISTS
FOREWORD TO SPECIFICATION CHECKLISTS
SPECIFICATION
SPECIFICATION <\/td>\n<\/tr>\n
316<\/td>\nMANDATORY REQUIREMENTS CHECKLIST
MANDATORY REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n
317<\/td>\nMANDATORY REQUIREMENTS CHECKLIST (Continued)
MANDATORY REQUIREMENTS CHECKLIST (Continued) <\/td>\n<\/tr>\n
318<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST
OPTIONAL REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n
321<\/td>\nREFERENCES FOR THE SPECIFICATION COMMENTARY
REFERENCES FOR THE SPECIFICATION COMMENTARY
References, Part 1
References, Part 1 <\/td>\n<\/tr>\n
322<\/td>\nReferences, Part 2
References, Part 2 <\/td>\n<\/tr>\n
323<\/td>\nReferences, Part 3
References, Part 3 <\/td>\n<\/tr>\n
325<\/td>\nINDEX
INDEX <\/td>\n<\/tr>\n
340<\/td>\nErrata
Errata <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

530\/530.1-11: Building Code Requirements and Specification for Masonry Structures and Related Commentaries<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2011<\/td>\n340<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161022,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161020","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\/161020","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\/161022"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161020"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161020"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161020"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}