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eLibrary > 530/530.1-13: Building Code Requirements and Specification for Masonry Structures and Companion Commentaries >

530/530.1-13: Building Code Requirements and Specification for Masonry Structures and Companion Commentaries, 2013

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530/530.1-13: Building Code Requirements and Specification for Masonry Structures and Companion Commentaries, 2013

MAIN MENU
ABSTRACT
530-13 Building Code Requirements for Masonry Structures [Go to Page]
TABLE OF CONTENTS
SYNOPSIS
PART 1: GENERAL [Go to Page]
CHAPTER 1 - GENERAL REQUIREMENTS [Go to Page]
1.1 — Scope [Go to Page]
1.1.1 Minimum requirements
1.1.2 Governing building code
1.1.3 SI information
1.2 — Contract documents and calculations [Go to Page]
1.2.1
1.2.2
1.2.3
1.2.4
1.3 — Approval of special systems of design or construction
1.4 — Standards cited in this Code
CHAPTER 2 - NOTATION AND DEFINITIONS [Go to Page]
2.1 — Notation
2.2 — Definitions
CHAPTER 3 - QUALITY AND CONSTRUCTION [Go to Page]
3.1 — Quality Assurance program [Go to Page]
3.1.1 Level A Quality Assurance
3.1.2 Level B Quality Assurance [Go to Page]
3.1.2.1
3.1.2.2
3.1.3 Level C Quality Assurance
3.1.4 Procedures
3.1.5 Qualifications
3.1.6 Acceptance relative to strength requirements [Go to Page]
3.1.6.1 Compliance with f 'm
3.1.6.2 Determination of compressive strength
3.2 — Construction considerations [Go to Page]
3.2.1 Grouting, minimum spaces
3.2.2 Embedded conduits, pipes, and sleeves [Go to Page]
3.2.2.1
3.2.2.2
3.2.2.3
3.2.2.4
PART 2: DESIGN REQUIREMENTS [Go to Page]
CHAPTER 4 - GENERAL ANALYSIS AND DESIGN CONSIDERATIONS [Go to Page]
4.1 — Loading [Go to Page]
4.1.1 General
4.1.2 Load provisions
4.1.3 Lateral load resistance
4.1.4 Load transfer at horizontal connections [Go to Page]
4.1.4.1
4.1.4.2
4.1.4.3
4.1.5 Other effects
4.1.6 Lateral load distribution [Go to Page]
4.1.6.1
4.1.6.2
4.1.6.3
4.2 — Material properties [Go to Page]
4.2.1 General
4.2.2 Elastic moduli [Go to Page]
4.2.2.1 Steel reinforcement
4.2.2.2 Clay and concrete masonry [Go to Page]
4.2.2.2.1
4.2.2.2.2
4.2.2.3 AAC masonry [Go to Page]
4.2.2.3.1
4.2.2.3.2
4.2.2.4 Grout
4.2.3 Coefficients of thermal expansion [Go to Page]
4.2.3.1 Clay masonry
4.2.3.2 Concrete masonry
4.2.3.3 AAC masonry
4.2.4 Coefficient of moisture expansion for clay masonry
4.2.5 Coefficients of shrinkage [Go to Page]
4.2.5.1 Concrete masonry
4.2.5.2 AAC masonry
4.2.6 Coefficients of creep [Go to Page]
4.2.6.1 Clay masonry
4.2.6.2 Concrete masonry
4.2.6.3 AAC masonry
4.2.7 Prestressing steel
4.3 — Section properties [Go to Page]
4.3.1 Stress calculations [Go to Page]
4.3.1.1
4.3.1.2
4.3.2 Stiffness
4.3.3 Radius of gyration
4.3.4 Bearing area
4.4 — Connection to structural frames
4.5 — Masonry not laid in running bond
CHAPTER 5 - STRUCTURAL ELEMENTS [Go to Page]
5.1 — Masonry assemblies [Go to Page]
5.1.1 Intersecting walls [Go to Page]
5.1.1.1
5.1.1.2 Design of wall intersection [Go to Page]
5.1.1.2.1
5.1.1.2.2
5.1.1.2.3
5.1.1.2.4
5.1.1.2.5
5.1.2 Effective compressive width per bar [Go to Page]
5.1.2.1
5.1.2.2
5.1.3 Concentrated loads [Go to Page]
5.1.3.1
5.1.3.2
5.1.4 Multiwythe masonry elements [Go to Page]
5.1.4.1
5.1.4.2 Composite action [Go to Page]
5.1.4.2.1
5.1.4.2.2
5.1.4.2.3
5.1.4.3 Non-composite action [Go to Page]
5.1.4.3.1
5.1.4.3.2
5.2 — Beams [Go to Page]
5.2.1 General beam design [Go to Page]
5.2.1.1 Span length [Go to Page]
5.2.1.1.1
5.2.1.1.2
5.2.1.2 Lateral support
5.2.1.3 Bearing length
5.2.1.4 Deflections [Go to Page]
5.2.1.4.1
5.2.1.4.2
5.2.1.4.3
5.2.2 Deep beams [Go to Page]
5.2.2.1 Effective span length
5.2.2.2 Internal lever arm
5.2.2.3 Flexural reinforcement
5.2.2.4 Minimum shear reinforcement
5.2.2.5 Total reinforcement
5.3 — Columns [Go to Page]
5.3.1 General column design [Go to Page]
5.3.1.1 Dimensional limits
5.3.1.2 Construction
5.3.1.3 Vertical reinforcement
5.3.1.4 Lateral ties
5.3.2 Lightly loaded columns
5.4 — Pilasters
5.5 — Corbels [Go to Page]
5.5.1 Load-bearing corbels
5.5.2 Non-load-bearing corbels
CHAPTER 6 - REINFORCEMENT, METAL ACCESSORIES, AND ANCHOR BOLTS [Go to Page]
6.1 — Details of reinforcement and metal accessories [Go to Page]
6.1.1 Embedment
6.1.2 Size of reinforcement [Go to Page]
6.1.2.1
6.1.2.2
6.1.2.3
6.1.3 Placement of reinforcement [Go to Page]
6.1.3.1
6.1.3.2
6.1.3.3
6.1.3.4
6.1.3.5
6.1.4 Protection of reinforcement and metal accessories [Go to Page]
6.1.4.1
6.1.4.2
6.1.4.3
6.1.5 Standard hooks
6.1.6 Minimum bend diameter for reinforcing bars
6.2 — Anchor bolts [Go to Page]
6.2.1 Placement
6.2.2 Projected area for axial tension
6.2.3 Projected area for shear
6.2.4 Effective embedment length for headedanchor bolts
6.2.5 Effective embedment length for bent-baranchor bolts
6.2.6 Minimum permissible effective embedmentlength
6.2.7 Anchor bolt edge distance
CHAPTER 7 - SEISMIC DESIGN REQUIREMENTS [Go to Page]
7.1 — Scope
7.2 — General analysis [Go to Page]
7.2.1 Element interaction
7.2.2 Load path
7.2.3 Anchorage design
7.2.4 Drift limits
7.3 — Element classification [Go to Page]
7.3.1 Nonparticipating elements
7.3.2 Participating elements [Go to Page]
7.3.2.1 Empirical design of masonry shear walls
7.3.2.2 Ordinary plain (unreinforced) masonry shear walls
7.3.2.3 Detailed plain (unreinforced) masonry shear walls [Go to Page]
7.3.2.3.1 Minimum reinforcement requirements
7.3.2.4 Ordinary reinforced masonry shear walls
7.3.2.5 Intermediate reinforced masonry shear walls
7.3.2.6 Special reinforced masonry shear walls [Go to Page]
7.3.2.6.1 Shear capacity design [Go to Page]
7.3.2.6.1.1
7.3.2.6.1.2
7.3.2.7 Ordinary plain (unreinforced) AAC masonry shear walls [Go to Page]
7.3.2.7.1 Anchorage of floor and roof diaphragms in AAC masonry structures
7.3.2.8 Detailed plain (unreinforced) AAC masonry shear walls [Go to Page]
7.3.2.8.1 Minimum reinforcement requirements
7.3.2.9 Ordinary reinforced AAC masonry shear walls [Go to Page]
7.3.2.9.1 Shear capacity design
7.3.2.10 Ordinary plain (unreinforced) prestressed masonry shear walls
7.3.2.11 Intermediate reinforced prestressed masonry shear walls
7.3.2.12 Special reinforced prestressed masonry shear walls
7.4 — Seismic Design Category requirements [Go to Page]
7.4.1 Seismic Design Category A requirements [Go to Page]
7.4.1.1 Design of nonparticipating elements
7.4.1.2 Design of participating elements
7.4.2 Seismic Design Category B requirements [Go to Page]
7.4.2.1 Design of participating elements
7.4.3 Seismic Design Category C requirements [Go to Page]
7.4.3.1 Design of nonparticipating elements
7.4.3.2 Design of participating elements [Go to Page]
7.4.3.2.1
7.4.3.2.2 Anchorage of floor and roof diaphragms in AAC masonry structures
7.4.3.2.3 Material requirements
7.4.3.2.4 Lateral stiffness
7.4.3.2.5 Design of columns, pilasters, and beams supporting discontinuous elements
7.4.4 Seismic Design Category D requirements [Go to Page]
7.4.4.1 Design of nonparticipating elements
7.4.4.2 Design of participating elements [Go to Page]
7.4.4.2.1 Minimum reinforcement for masonry columns
7.4.4.2.2 Material requirements
7.4.4.2.3 Lateral tie anchorage
7.4.5 Seismic Design Categories E and F requirements [Go to Page]
7.4.5.1 Minimum reinforcement fo rnonparticipating masonry elements not laid in running bond
PART 3: ENGINEERED DESIGN METHODS [Go to Page]
CHAPTER 8 - ALLOWABLE STRESS DESIGN OF MASONRY [Go to Page]
8.1 — General [Go to Page]
8.1.1 Scope
8.1.2 Design strength
8.1.3 Anchor bolts embedded in grout [Go to Page]
8.1.3.1 Design requirements
8.1.3.2 Allowable loads determined by test [Go to Page]
8.1.3.2.1
8.1.3.2.2
8.1.3.3 Allowable loads determined by calculation for headed and bent-bar anchor bolts [Go to Page]
8.1.3.3.1 Allowable axial tensile load of headed and bent-bar anchor bolts [Go to Page]
8.1.3.3.1.1 Allowable axial tensile load of headed anchor bolts
8.1.3.3.1.2 Allowable axial tensile load of bent-bar anchor bolts
8.1.3.3.2 Allowable shear load of headed and bent-bar anchor bolts
8.1.3.3.3 Combined axial tension and shear
8.1.4 Shear stress in multiwythe masonry elements [Go to Page]
8.1.4.1
8.1.4.2
8.1.5 Bearing stress
8.1.6 Development of reinforcement embedded in grout [Go to Page]
8.1.6.1 General
8.1.6.2 Development of wires in tension
8.1.6.3 Development of bars in tension or compression
8.1.6.4 Embedment of flexural reinforcement [Go to Page]
8.1.6.4.1 General [Go to Page]
8.1.6.4.1.1
8.1.6.4.1.2
8.1.6.4.1.3
8.1.6.4.1.4
8.1.6.4.1.5
8.1.6.4.1.6
8.1.6.4.2 Development of positive moment reinforcement
8.1.6.4.3 Development of negative moment reinforcement [Go to Page]
8.1.6.4.3.1
8.1.6.4.3.2
8.1.6.5 Hooks [Go to Page]
8.1.6.5.1
8.1.6.5.2
8.1.6.6 Development of shear reinforcement [Go to Page]
8.1.6.6.1 Bar and wire reinforcement [Go to Page]
8.1.6.6.1.1
8.1.6.6.1.2
8.1.6.6.1.3
8.1.6.6.1.4
8.1.6.6.1.5
8.1.6.6.2 Welded wire reinforcement [Go to Page]
8.1.6.6.2.1
8.1.6.6.2.2
8.1.6.7 Splices of reinforcement [Go to Page]
8.1.6.7.1 Lap splices [Go to Page]
8.1.6.7.1.1
8.1.6.7.1.2
8.1.6.7.1.3
8.1.6.7.2 Welded splices
8.1.6.7.3 Mechanical splices
8.1.6.7.4 End-bearing splices [Go to Page]
8.1.6.7.4.1
8.1.6.7.4.2
8.1.6.7.4.3
8.1.6.7.5 Splicing of wires in tension [Go to Page]
8.1.6.7.5.1 Lap splices
8.1.6.7.5.2 Welded splices
8.1.6.7.5.3 Mechanical splices
8.2 — Unreinforced masonry [Go to Page]
8.2.1 Scope
8.2.2 Design criteria
8.2.3 Design assumptions
8.2.4 Axial compression and flexure [Go to Page]
8.2.4.1 Axial and flexural compression
8.2.4.2 Flexural tension
8.2.5 Axial tension
8.2.6 Shear [Go to Page]
8.2.6.1
8.2.6.2
8.2.6.3
8.3 — Reinforced masonry [Go to Page]
8.3.1 Scope
8.3.2 Design assumptions
8.3.3 Steel reinforcement — Allowable stresses [Go to Page]
8.3.3.1
8.3.3.2
8.3.3.3
8.3.4 Axial compression and flexure [Go to Page]
8.3.4.1
8.3.4.2 Allowable forces and stresses [Go to Page]
8.3.4.2.1
8.3.4.2.2
8.3.4.3 Columns
8.3.4.4 Walls
8.3.5 Shear [Go to Page]
8.3.5.1 [Go to Page]
8.3.5.1.1
8.3.5.1.2
8.3.5.1.3
8.3.5.1.4
8.3.5.2 [Go to Page]
8.3.5.2.1
8.3.5.2.2
8.3.5.3
8.3.5.4
CHAPTER 9 - STRENGTH DESIGN OF MASONRY [Go to Page]
9.1 — General [Go to Page]
9.1.1 Scope
9.1.2 Required strength
9.1.3 Design strength
9.1.4 Strength-reduction factors [Go to Page]
9.1.4.1 Anchor bolts
9.1.4.2 Bearing
9.1.4.3 Combinations of flexure and axial load in unreinforced masonry
9.1.4.4 Combinations of flexure and axial load in reinforced masonry
9.1.4.5 Shear
9.1.5 Deformation requirements [Go to Page]
9.1.5.1 Deflection of unreinforced (plain) masonry
9.1.5.2 Deflection of reinforced masonry
9.1.6 Anchor bolts embedded in grout [Go to Page]
9.1.6.1 Design requirements
9.1.6.2 Nominal strengths determined by test [Go to Page]
9.1.6.2.1
9.1.6.2.2
9.1.6.3 Nominal strengths determined by calculation for headed and bent-bar anchor bolts [Go to Page]
9.1.6.3.1 Nominal tensile strength of headed and bent-bar anchor bolts [Go to Page]
9.1.6.3.1.1 Axial tensile strength of headed anchor bolts
9.1.6.3.1.2 Axial tensile strength of bent-bar anchor bolts
9.1.6.3.2 Shear strength of headed and bent-bar anchor bolts
9.1.6.3.3 Combined axial tension and shear
9.1.7 Shear strength in multiwythe masonry elements [Go to Page]
9.1.7.1
9.1.7.2
9.1.8 Nominal bearing strength
9.1.9 Material properties [Go to Page]
9.1.9.1 Compressive strength [Go to Page]
9.1.9.1.1 Masonry compressive strength
9.1.9.1.2 Grout compressive strength
9.1.9.2 Masonry modulus of rupture
9.1.9.3 Reinforcement strengths [Go to Page]
9.1.9.3.1 Reinforcement for in-plane flexural tension and flexural tension perpendicular to bed joints
9.1.9.3.2 Reinforcement for in-plane shear and flexural tension parallel to bed joints
9.2 — Unreinforced (plain) masonry [Go to Page]
9.2.1 Scope
9.2.2 Design criteria
9.2.3 Design assumptions
9.2.4 Nominal flexural and axial strength [Go to Page]
9.2.4.1 Nominal strength
9.2.4.2 Nominal axial strength
9.2.4.3 P-Delta effects [Go to Page]
9.2.4.3.1
9.2.4.3.2
9.2.4.3.3
9.2.4.3.4
9.2.5 Axial tension
9.2.6 Nominal shear strength [Go to Page]
9.2.6.1
9.2.6.2
9.3 — Reinforced masonry [Go to Page]
9.3.1 Scope
9.3.2 Design assumptions
9.3.3 Reinforcement requirements and details [Go to Page]
9.3.3.1 Reinforcement size limitations
9.3.3.2 Standard hooks
9.3.3.3 Development [Go to Page]
9.3.3.3.1
9.3.3.3.2 [Go to Page]
9.3.3.3.2.1
9.3.3.3.2.2
9.3.3.3.2.3
9.3.3.3.3
9.3.3.4 Splices
9.3.3.5 Maximum area of flexural tensilereinforcement [Go to Page]
9.3.3.5.1
9.3.3.5.2
9.3.3.5.3
9.3.3.5.4
9.3.3.6 Bundling of reinforcing bars
9.3.3.7 Joint reinforcement used as shear reinforcement
9.3.4 Design of beams, piers, and columns [Go to Page]
9.3.4.1 Nominal strength [Go to Page]
9.3.4.1.1 Nominal axial and flexural strength
9.3.4.1.2 Nominal shear strength [Go to Page]
9.3.4.1.2.1 Nominal masonry shear strength
9.3.4.1.2.2 Nominal shear strength provided by reinforcement
9.3.4.2 Beams [Go to Page]
9.3.4.2.1
9.3.4.2.2 [Go to Page]
9.3.4.2.2.1
9.3.4.2.2.2
9.3.4.2.2.3
9.3.4.2.3 Transverse reinforcement
9.3.4.2.4 Construction
9.3.4.3 Piers [Go to Page]
9.3.4.3.1
9.3.4.3.2 Longitudinal reinforcement
9.3.4.3.3 Dimensional limits
9.3.5 Wall design for out-of-plane loads [Go to Page]
9.3.5.1 Scope
9.3.5.2 Nominal axial and flexural strength
9.3.5.3 Nominal shear strength
9.3.5.4 P-delta effects [Go to Page]
9.3.5.4.1
9.3.5.4.2
9.3.5.4.3
9.3.5.4.4
9.3.5.4.5
9.3.5.5 Deflections [Go to Page]
9.3.5.5.1
9.3.5.5.2
9.3.6 Wall design for in-plane loads [Go to Page]
9.3.6.1 Scope
9.3.6.2 Reinforcement
9.3.6.3 Flexural and axial strength
9.3.6.4 Shear strength
9.3.6.5 [Go to Page]
9.3.6.5.1
9.3.6.5.2
9.3.6.5.3
9.3.6.5.4
9.3.6.5.5
CHAPTER 10 - PRESTRESSED MASONRY [Go to Page]
10.1 — General [Go to Page]
10.1.1 Scope
10.1.2
10.1.3
10.1.4
10.1.5
10.1.6
10.2 — Design methods [Go to Page]
10.2.1 General
10.2.2 After transfer
10.3 — Permissible stresses in prestressingtendons [Go to Page]
10.3.1 Jacking force
10.3.2 Immediately after transfer
10.3.3 Post-tensioned masonry members
10.3.4 Effective prestress
10.4 — Axial compression and flexure [Go to Page]
10.4.1 General [Go to Page]
10.4.1.1
10.4.1.2
10.4.1.3
10.4.2 Service load requirements [Go to Page]
10.4.2.1
10.4.2.2
10.4.3 Strength requirements [Go to Page]
10.4.3.1
10.4.3.2
10.4.3.3
10.4.3.4
10.4.3.5 [Go to Page]
10.4.3.5.1
10.4.3.5.2
10.4.3.5.3
10.4.3.5.4
10.4.3.6
10.4.3.7 Calculation of fps for out-of-plane bending [Go to Page]
10.4.3.7.1
10.4.3.7.2
10.4.3.7.3
10.4.3.8 Calculation of fps for shear walls
10.5 — Axial tension
10.6 — Shear [Go to Page]
10.6.1
10.6.2 [Go to Page]
10.6.2.1
10.6.2.2
10.7 — Deflection
10.8 — Prestressing tendon anchorages, couplers, and end blocks [Go to Page]
10.8.1
10.8.2
10.8.3
10.8.4 [Go to Page]
10.8.4.1
10.8.4.2
10.9 — Protection of prestressing tendons and accessories [Go to Page]
10.9.1
10.9.2
10.9.3
10.10 — Development of bonded tendons
CHAPTER 11 - STRENGTH DESIGN OF AUTOCLAVED AERATED CONCRETE (AAC) MASONRY [Go to Page]
11.1 — General [Go to Page]
11.1.1 Scope [Go to Page]
11.1.1.1
11.1.1.2
11.1.2 Required strength
11.1.3 Design strength
11.1.4 Strength of joints
11.1.5 Strength-reduction factors [Go to Page]
11.1.5.1 Anchor bolts
11.1.5.2 Bearing
11.1.5.3 Combinations of flexure and axial load in unreinforced AAC masonry
11.1.5.4 Combinations of flexure and axial load in reinforced AAC masonry
11.1.5.5 Shear
11.1.6 Deformation requirements [Go to Page]
11.1.6.1 Deflection of unreinforced (plain) AAC masonry
11.1.6.2 Deflection of reinforced AAC masonry
11.1.7 Anchor bolts
11.1.8 Material properties [Go to Page]
11.1.8.1 Compressive strength [Go to Page]
11.1.8.1.1 Masonry compressive strength
11.1.8.1.2 Grout compressive strength
11.1.8.2 Masonry splitting tensile strength
11.1.8.3 Masonry modulus of rupture
11.1.8.4 Masonry direct shear strength
11.1.8.5 Coefficient of friction
11.1.8.6 Reinforcement strength
11.1.9 Nominal bearing strength [Go to Page]
11.1.9.1
11.1.9.2 Bearing for simply supported precast floor and roof members on AAC masonry shear walls
11.1.10 Corbels
11.2 — Unreinforced (plain) AAC masonry [Go to Page]
11.2.1 Scope [Go to Page]
11.2.1.1 Strength for resisting loads
11.2.1.2 Strength contribution from reinforcement
11.2.1.3 Design criteria
11.2.2 Flexural strength of unreinforced (plain) AAC masonry members
11.2.3 Nominal axial strength of unreinforced (plain) AAC masonry members
11.2.4 Axial tension
11.2.5 Nominal shear strength of unreinforced (plain) AAC masonry members
11.2.6 Flexural cracking
11.3 — Reinforced AAC masonry [Go to Page]
11.3.1 Scope
11.3.2 Design assumptions
11.3.3 Reinforcement requirements and details [Go to Page]
11.3.3.1 Reinforcing bar size limitations
11.3.3.2 Standard hooks
11.3.3.3 Development [Go to Page]
11.3.3.3.1 Development of tension and compression reinforcement
11.3.3.3.2 Development of shear reinforcement [Go to Page]
11.3.3.3.2.1
11.3.3.3.2.2
11.3.3.4 Splices
11.3.3.5 Maximum reinforcement percentages
11.3.3.6 Bundling of reinforcing bars
11.3.4 Design of beams, piers, and columns [Go to Page]
11.3.4.1 Nominal strength [Go to Page]
11.3.4.1.1 Nominal axial and flexural strength
11.3.4.1.2 Nominal shear strength [Go to Page]
11.3.4.1.2.1 Nominal masonry shear strength as governed by web-shear cracking
11.3.4.1.2.2 Nominal shear strength as governed by crushing of diagonal compressive strut
11.3.4.1.2.3 Nominal shear strength provided by shear reinforcement
11.3.4.1.2.4
11.3.4.2 Beams [Go to Page]
11.3.4.2.1
11.3.4.2.2 Longitudinal reinforcement [Go to Page]
11.3.4.2.2.1
11.3.4.2.2.2
11.3.4.2.3 Transverse reinforcement
11.3.4.2.4 Construction
11.3.4.2.5 Dimensional limits
11.3.4.3 Piers [Go to Page]
11.3.4.3.1
11.3.4.3.2 Longitudinal reinforcement
11.3.4.3.3 Dimensional limits
11.3.5 Wall design for out-of-plane loads [Go to Page]
11.3.5.1 Scope
11.3.5.2 Maximum reinforcement
11.3.5.3 Nominal axial and flexural strength
11.3.5.4 Nominal shear strength
11.3.5.5 P-delta effects [Go to Page]
11.3.5.5.1
11.3.5.5.2
11.3.5.5.3
11.3.5.5.4
11.3.5.5.5
11.3.5.5.6
11.3.5.6 Deflections [Go to Page]
11.3.5.6.1
11.3.5.6.2
11.3.6 Wall design for in-plane loads [Go to Page]
11.3.6.1 Scope
11.3.6.2 Reinforcement
11.3.6.3 Flexural and axial strength
11.3.6.4 Shear strength
11.3.6.5 Flexural cracking strength
11.3.6.6 [Go to Page]
11.3.6.6.1
11.3.6.6.2
11.3.6.6.3
11.3.6.6.4
PART 4: PRESCRIPTIVE DESIGN METHODS [Go to Page]
CHAPTER 12 - VENEER [Go to Page]
12.1 — General [Go to Page]
12.1.1 Scope [Go to Page]
12.1.1.1
12.1.1.2
12.1.1.3
12.1.2 Design of anchored veneer
12.1.3 Design of adhered veneer
12.1.4 Dimension stone
12.1.5 Autoclaved aerated concrete masonry veneer
12.1.6 General design requirements [Go to Page]
12.1.6.1
12.1.6.2
12.1.6.3
12.2 — Anchored veneer [Go to Page]
12.2.1 Alternative design of anchored masonry veneer
12.2.2 Prescriptive requirements for anchoredmasonry veneer [Go to Page]
12.2.2.1
12.2.2.2
12.2.2.3 Vertical support of anchored masonryveneer [Go to Page]
12.2.2.3.1 [Go to Page]
12.2.2.3.1.1
12.2.2.3.1.2
12.2.2.3.1.3
12.2.2.3.1.4
12.2.2.3.1.5
12.2.2.3.2
12.2.2.3.3
12.2.2.4 Masonry units
12.2.2.5 Anchor requirements [Go to Page]
12.2.2.5.1 Corrugated sheet-metal anchors [Go to Page]
12.2.2.5.1.1
12.2.2.5.1.2
12.2.2.5.2 Sheet-metal anchors [Go to Page]
12.2.2.5.2.1
12.2.2.5.2.2
12.2.2.5.3 Wire anchors [Go to Page]
12.2.2.5.3.1
12.2.2.5.3.2
12.2.2.5.4 Joint reinforcement [Go to Page]
12.2.2.5.4.1
12.2.2.5.4.2
12.2.2.5.5 Adjustable anchors [Go to Page]
12.2.2.5.5.1
12.2.2.5.5.2
12.2.2.5.5.3
12.2.2.5.5.4
12.2.2.5.5.5
12.2.2.5.6 Anchor spacing [Go to Page]
12.2.2.5.6.1
12.2.2.5.6.2
12.2.2.5.6.3
12.2.2.5.6.4
12.2.2.5.7 Joint thickness for anchors
12.2.2.6 Masonry veneer anchored to wood backing [Go to Page]
12.2.2.6.1
12.2.2.6.2
12.2.2.6.3
12.2.2.7 Masonry veneer anchored to steel backing [Go to Page]
12.2.2.7.1
12.2.2.7.2
12.2.2.7.3
12.2.2.7.4
12.2.2.8 Masonry veneer anchored to masonry or concrete backing [Go to Page]
12.2.2.8.1
12.2.2.8.2
12.2.2.9 Veneer not laid in running bond
12.2.2.10 Requirements in seismic areas [Go to Page]
12.2.2.10.1 Seismic Design Category C [Go to Page]
12.2.2.10.1.1
12.2.2.10.1.2
12.2.2.10.2 Seismic Design Category D [Go to Page]
12.2.2.10.2.1
12.2.2.10.2.2
12.2.2.10.2.3
12.2.2.10.3 Seismic Design Categories E and F [Go to Page]
12.2.2.10.3.1
12.2.2.10.3.2
12.2.2.11 Requirements in areas of high winds
12.3 — Adhered veneer [Go to Page]
12.3.1 Alternative design of adhered masonry veneer
12.3.2 Prescriptive requirements for adhered masonry veneer [Go to Page]
12.3.2.1 Unit sizes
12.3.2.2 Wall area limitations
12.3.2.3 Backing
12.3.2.4
CHAPTER 13 - GLASS UNIT MASONRY [Go to Page]
13.1 — General [Go to Page]
13.1.1 Scope [Go to Page]
13.1.1.1
13.1.1.2
13.1.2 General design requirements
13.1.3 Units [Go to Page]
13.1.3.1
13.1.3.2
13.1.3.3
13.2 — Panel size [Go to Page]
13.2.1 Exterior standard-unit panels
13.2.2 Exterior thin-unit panels
13.2.3 Interior panels [Go to Page]
13.2.3.1
13.2.3.2
13.2.4 Curved panels
13.3 — Support [Go to Page]
13.3.1 General requirements
13.3.2 Vertical [Go to Page]
13.3.2.1
13.3.2.2
13.3.2.3
13.3.3 Lateral [Go to Page]
13.3.3.1
13.3.3.2
13.3.3.3
13.3.3.4
13.4 — Expansion joints
13.5 — Base surface treatment
13.6 — Mortar
13.7 — Reinforcement
CHAPTER 14 - MASONRY PARTITION WALLS [Go to Page]
14.1 — General [Go to Page]
14.1.1 Scope
14.1.2 Design of partition walls
14.2 — Prescriptive design of partition walls [Go to Page]
14.2.1 General [Go to Page]
14.2.1.1
14.2.1.2
14.2.2 Thickness Limitations [Go to Page]
14.2.2.1 Minimum thickness
14.2.2.2 Maximum thickness
14.2.3 Limitations [Go to Page]
14.2.3.1 Vertical loads
14.2.3.2 Lateral loads
14.2.3.3 Seismic Design Category
14.2.3.4 Nonparticipating Elements
14.2.3.5 Enclosed Buildings
14.2.3.6 Risk Category IV
14.2.3.7 Masonry not laid in running bond
14.2.3.8 Glass unit masonry
14.2.3.9 AAC masonry
14.2.3.10 Concrete masonry
14.2.3.11 Support
14.3 — Lateral support [Go to Page]
14.3.1 Maximum l/t and h/t
14.3.2 Openings
14.3.3 Cantilever walls
14.3.4 Support elements
14.4 — Anchorage [Go to Page]
14.4.1 General
14.4.2 Intersecting walls [Go to Page]
14.4.2.1
14.4.2.2
14.4.2.3
14.5 — Miscellaneous requirements [Go to Page]
14.5.1 Chases and recesses
14.5.2 Lintels
14.5.3 Lap splices
PART 5: APPENDICES [Go to Page]
APPENDIX A - EMPIRICAL DESIGN OF MASONRY [Go to Page]
A.1 — General [Go to Page]
A.1.1 Scope [Go to Page]
A.1.1.1
A.1.1.2
A.1.2 Limitations [Go to Page]
A.1.2.1 Gravity Loads
A.1.2.2 Seismic
A.1.2.3 Wind
A.1.2.4 Buildings and other structures in Risk Category IV
A.1.2.5 Other horizontal loads
A.1.2.6 Glass unit masonry
A.1.2.7 AAC masonry
A.1.2.8 Concrete masonry
A.1.2.9 Support
A.1.2.10 Partition walls
A.2 — Height
A.3 — Lateral stability [Go to Page]
A.3.1 Shear walls [Go to Page]
A.3.1.1
A.3.1.2
A.3.2 Roofs
A.4 — Compressive stress requirements [Go to Page]
A.4.1 Calculations
A.4.2 Allowable compressive stresses
A.5 — Lateral support [Go to Page]
A.5.1 Maximum l/t and h/t
A.5.2 Cantilever walls
A.5.3 Support elements
A.6 — Thickness of masonry [Go to Page]
A.6.1 General
A.6.2 Minimum thickness [Go to Page]
A.6.2.1 Load-bearing walls
A.6.2.2 Rubble stone walls
A.6.2.3 Shear walls
A.6.2.4 Foundation walls
A.6.2.5 Foundation piers
A.6.2.6 Parapet walls
A.6.2.7 Partition walls
A.6.2.8 Change in thickness
A.6.3 Foundation walls [Go to Page]
A.6.3.1
A.6.3.2
A.6.4 Foundation piers
A.7 — Bond [Go to Page]
A.7.1 General
A.7.2 Bonding with masonry headers [Go to Page]
A.7.2.1 Solid units
A.7.2.2 Hollow units
A.7.3 Bonding with wall ties or joint reinforcement [Go to Page]
A.7.3.1
A.7.3.2
A.7.4 Natural or cast stone [Go to Page]
A.7.4.1 Ashlar masonry
A.7.4.2 Rubble stone masonry
A.8 — Anchorage [Go to Page]
A.8.1 General
A.8.2 Intersecting walls [Go to Page]
A.8.2.1
A.8.2.2
A.8.2.3
A.8.2.4
A.8.3 Floor and roof anchorage [Go to Page]
A.8.3.1
A.8.3.2
A.8.3.3
A.8.3.4
A.8.3.5
A.8.4 Walls adjoining structural framing
A.9 — Miscellaneous requirements [Go to Page]
A.9.1 Chases and recesses
A.9.2 Lintels
APPENDIX B - DESIGN OF MASONRY INFILL [Go to Page]
B.1 — General [Go to Page]
B.1.1 Scope
B.1.2 Required strength
B.1.3 Design strength
B.1.4 Strength-reduction factors
B.1.5 Limitations
B.2 — Non- participating infills [Go to Page]
B.2.1 In-plane isolation joints for non-participatinginfills [Go to Page]
B.2.1.1
B.2.1.2
B.2.1.3
B.2.2 Design of non-participating infills for out-ofplane oads [Go to Page]
B.2.2.1
B.2.2.2
B.2.2.3
B.2.2.4
B.2.2.5
B.3 — Participating infills [Go to Page]
B.3.1 General [Go to Page]
B.3.1.1
B.3.1.2 [Go to Page]
B.3.1.2.1
B.3.1.2.2
B.3.2 In-plane connection requirements for participating infills
B.3.3 Out-of-plane connection requirements for participating infills [Go to Page]
B.3.3.1
B.3.3.2
B.3.3.3
B.3.4 Design of participating infills for in-plane forces [Go to Page]
B.3.4.1
B.3.4.2
B.3.4.3
B.3.5 Design of frame elements with participatingin fills for in-plane loads [Go to Page]
B.3.5.1
B.3.5.2
B.3.5.3
B.3.6 Design of participating infills for out-of-plane forces
APPENDIX C - LIMIT DESIGN METHOD [Go to Page]
C. General
C.1 Yield mechanism
C.2 Mechanism strength
C.3 Mechanism deformation [Go to Page]
C.3.1
C.3.2
C.3.3
EQUATION CONVERSIONS
CONVERSION OF INCH-POUND UNITS TO SI UNITS
PREFIXES
REFERENCES FOR THE CODE COMMENTARY [Go to Page]
References, Chapter 1
References, Chapter 2
References, Chapter 4
References, Chapter 5
References, Chapter 6
References, Chapter 7
References, Chapter 8
References, Chapter 9
References, Chapter 10
References, Chapter 11
References, Chapter 12
References, Chapter 13
References, Appendix A
References, Appendix B
References, Appendix C
530.1-13 Specification for Masonry Structures [Go to Page]
TABLE OF CONTENTS
SYNOPSIS
PREFACE
PART 1 — GENERAL [Go to Page]
1.1 — Summary [Go to Page]
1.1 A.
1.1 B.
1.1 C.
1.2 — Definitions
1.3 — Reference standards
1.4 — System description [Go to Page]
1.4 A. Compressive strength requirements
1.4 B. Compressive strength determination [Go to Page]
1. Methods for determination of compressive strength
2. Unit strength method [Go to Page]
a. Clay masonry
b. Concrete masonry
c. AAC masonry
3. Prism test method
4. Testing prisms from constructed masonry [Go to Page]
a. Prism sampling and removal
b. Compressive strength calculations
c. Compliance
1.4 C. Adhered veneer requirements
1.5 — Submittals [Go to Page]
1.5 A.
1.5 B.
1.6 — Quality assurance [Go to Page]
1.6 A. Testing Agency’s services and duties
1.6 B. Inspection Agency’s services and duties
1.6 C. Contractor’s services and duties
1.6 D. Sample panels
1.6 E. Grout demonstration panel
1.7 — Delivery, storage, and handling [Go to Page]
1.7 A.
1.7 B.
1.7 C.
1.7 D.
1.7 E.
1.8 — Project conditions [Go to Page]
1.8 A. Construction loads
1.8 B. Masonry protection
1.8 C. Cold weather construction [Go to Page]
1. Do not lay glass unit masonry.
2. Preparation
4. Protection
3. Construction
1.8 D. Hot weather construction [Go to Page]
1. Preparation
2. Construction
3. Protection
PART 2 — PRODUCTS [Go to Page]
2.1 — Mortar materials [Go to Page]
2.1 A.
2.1 B. Glass unit masonry
2.1 C. AAC masonry
2.2 — Grout materials [Go to Page]
2.2 A.
2.2 B.
2.2 C.
2.3 — Masonry unit materials [Go to Page]
2.3 A.
2.3 B.
2.3 C.
2.3 D.
2.3 E.
2.4 — Reinforcement, prestressing tendons, and metal accessories [Go to Page]
2.4 A. Reinforcing bars
2.4 B. Prestressing tendons
2.4 C. Joint reinforcement
2.4 D. Anchors, ties, and accessories
2.4 E. Stainless steel
2.4 F. Coatings for corrosion protection
2.4 G. Corrosion protection for tendons
2.4 H. Prestressing anchorages, couplers, and end blocks
2.5 — Accessories [Go to Page]
2.5 A.
2.5 B.
2.5 C. Asphalt emulsion
2.5 D. Masonry cleaner
2.5 E. Joint fillers
2.6 — Mixing [Go to Page]
2.6 A. Mortar
2.6 B. Grout
2.6 C. Thin-bed mortar for AAC
2.7 — Fabrication [Go to Page]
2.7 A. Reinforcement
2.7 B. Prefabricated masonry
PART 3 — EXECUTION [Go to Page]
3.1 — Inspection [Go to Page]
3.1 A.
3.1 B.
3.2 — Preparation [Go to Page]
3.2 A.
3.2 B.
3.2 C. Wetting masonry units
3.2 D. Debris
3.2 E. Reinforcement
3.2 F. Cleanouts
3.3 — Masonry erection [Go to Page]
3.3 A. Bond pattern
3.3 B. Placing mortar and units
3.3 C. Placing adhered veneer
3.3 D. Embedded items and accessories
3.3 E. Bracing of masonry
3.3 F. Site tolerances
3.4 — Reinforcement, tie, and anchor installation [Go to Page]
3.4 A. Basic requirements
3.4 B. Reinforcement
3.4 C. Wall ties
3.4 D. Anchor bolts
3.4 E. Veneer anchors
3.4 F. Glass unit masonry panel anchors
3.5 — Grout placement [Go to Page]
3.5 A. Placing time
3.5 B. Confinement
3.5 C. Grout pour height
3.5 D. Grout lift height
3.5 E. Consolidation
3.5 F. Grout key
3.5 G. Alternate grout placement
3.5 H. Grouting AAC masonry
3.6 — Prestressing tendon installation and stressing procedure [Go to Page]
3.6 A. Site tolerances
3.6 B. Application and measurement of prestressing force
3.6 C. Grouting bonded tendons
3.6 D. Burning and welding operations
3.7 — Field quality control [Go to Page]
3.7 A.
3.7 B.
3.8 — Cleaning
FOREWORD TO SPECIFICATION CHECKLISTS
MANDATORY REQUIREMENTS CHECKLIST [Go to Page]
MANDATORY REQUIREMENTS CHECKLIST (Continued)
OPTIONAL REQUIREMENTS CHECKLIST
REFERENCES FOR THE SPECIFICATION COMMENTARY [Go to Page]
References, Part 1
References, Part 2
References, Part 3
INDEX [Go to Page]

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530/530.1-13: Building Code Requirements and Specification for Masonry Structures and Companion Commentaries, 2013

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