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523.4R-09 Guide for Design and Construction with Autoclaved Aerated Concrete Panels, 2009
- MAIN MENU
- MAIN MENU
- CONTENTS
- CONTENTS
- FOREWORD
- FOREWORD
- CHAPTER 1— INTRODUCTION
- CHAPTER 1— INTRODUCTION [Go to Page]
- 1.1—Definition of autoclaved aerated concrete
- 1.1—Definition of autoclaved aerated concrete
- 1.2—Typical mechanical and thermal characteristics of AAC
- 1.2—Typical mechanical and thermal characteristics of AAC
- 1.3—Historical background of AAC
- 1.3—Historical background of AAC
- 1.4—Applications of AAC panels
- 1.4—Applications of AAC panels
- 1.5—Scope and objectives
- 1.5—Scope and objectives
- CHAPTER 2— NOTATION AND DEFINITIONS
- CHAPTER 2— NOTATION AND DEFINITIONS [Go to Page]
- 2.1—Notation
- 2.1—Notation
- 2.2—Definitions
- 2.2—Definitions
- CHAPTER 3— TYPICAL MATERIALS AND MANUFACTURE OF AAC
- CHAPTER 3— TYPICAL MATERIALS AND MANUFACTURE OF AAC [Go to Page]
- 3.1— Materials used in AAC
- 3.1— Materials used in AAC
- 3.2—Manufacture of AAC
- 3.2—Manufacture of AAC [Go to Page]
- 3.2.1 Preparation, batching, and mixing of raw materials
- 3.2.1 Preparation, batching, and mixing of raw materials
- 3.2.2 Casting, expansion, and initial hydration
- 3.2.2 Casting, expansion, and initial hydration
- 3.2.3 Cutting
- 3.2.3 Cutting
- 3.2.4 Autoclaving
- 3.2.4 Autoclaving
- 3.2.5 Packaging
- 3.2.5 Packaging
- 3.2.6 AAC strength classes
- 3.2.6 AAC strength classes
- 3.3—Typical dimensions of AAC units
- 3.3—Typical dimensions of AAC units [Go to Page]
- 3.3.1 Plain AAC wall units
- 3.3.1 Plain AAC wall units
- 3.3.2 Reinforced AAC panels
- 3.3.2 Reinforced AAC panels
- 3.4—Dimensional tolerances
- 3.4—Dimensional tolerances
- 3.5—Identification and marking of AAC units
- 3.5—Identification and marking of AAC units
- CHAPTER 4— STRUCTURAL DESIGN OF REINFORCED AAC PANELS
- CHAPTER 4— STRUCTURAL DESIGN OF REINFORCED AAC PANELS [Go to Page]
- 4.1— Introductory remarks regarding design provisions
- 4.1— Introductory remarks regarding design provisions
- 4.2—Proposed design provisions for reinforced AAC panels
- 4.2—Proposed design provisions for reinforced AAC panels [Go to Page]
- 4.2.1 Basic design assumptions
- 4.2.1 Basic design assumptions
- 4.2.2 Combinations of flexure and axial load
- 4.2.2 Combinations of flexure and axial load
- 4.2.3 Bond and development of reinforcement
- 4.2.3 Bond and development of reinforcement
- 4.2.4 Shear
- 4.2.4 Shear
- 4.2.5 Bearing
- 4.2.5 Bearing
- CHAPTER 5— HANDLING, ERECTION, AND CONSTRUCTION WITH AAC PANELS
- CHAPTER 5— HANDLING, ERECTION, AND CONSTRUCTION WITH AAC PANELS [Go to Page]
- 5.1— Handling AAC panels
- 5.1— Handling AAC panels
- 5.2—Erection of AAC wall panels
- 5.2—Erection of AAC wall panels [Go to Page]
- 5.2.1 Erection of AAC cladding systems
- 5.2.1 Erection of AAC cladding systems
- 5.2.2 Erection of vertical AAC panels for bearing wall systems
- 5.2.2 Erection of vertical AAC panels for bearing wall systems
- 5.3—Erection of AAC floor and roof panels
- 5.3—Erection of AAC floor and roof panels
- 5.4—Electrical and plumbing installations in AAC
- 5.4—Electrical and plumbing installations in AAC
- 5.5—Exterior finishes for AAC
- 5.5—Exterior finishes for AAC [Go to Page]
- 5.5.1 Polymer-modified stuccos, paints, or finish systems
- 5.5.1 Polymer-modified stuccos, paints, or finish systems
- 5.5.2 Masonry veneer
- 5.5.2 Masonry veneer
- 5.5.3 Finishes for basement walls
- 5.5.3 Finishes for basement walls
- 5.6—Interior finishes for AAC panels
- 5.6—Interior finishes for AAC panels [Go to Page]
- 5.6.1 Interior plasters
- 5.6.1 Interior plasters
- 5.6.2 Gypsum board
- 5.6.2 Gypsum board
- 5.6.3 High-durability finishes for commercial applications
- 5.6.3 High-durability finishes for commercial applications
- 5.6.4 Ceramic tile
- 5.6.4 Ceramic tile
- CHAPTER 6— TYPICAL CONSTRUCTION DETAILS FOR AAC PANELS
- CHAPTER 6— TYPICAL CONSTRUCTION DETAILS FOR AAC PANELS [Go to Page]
- 6.1—Cladding wall panel systems
- 6.1—Cladding wall panel systems [Go to Page]
- 6.1.1 Exterior horizontal wall panels at steel column
- 6.1.1 Exterior horizontal wall panels at steel column
- 6.1.2 Exterior vertical wall panels at steel beam
- 6.1.2 Exterior vertical wall panels at steel beam
- 6.1.3 Typical vertical wall panel and sections
- 6.1.3 Typical vertical wall panel and sections
- 6.1.4 Typical horizontal panel layout
- 6.1.4 Typical horizontal panel layout
- 6.1.5 Typical vertical panel layout
- 6.1.5 Typical vertical panel layout
- 6.1.6 Large door frame detail
- 6.1.6 Large door frame detail
- 6.2—Load-bearing vertical wall panel systems
- 6.2—Load-bearing vertical wall panel systems [Go to Page]
- 6.2.1 Typical vertical joint profile
- 6.2.1 Typical vertical joint profile
- 6.2.2 Typical vertical joint profile at AAC lintel
- 6.2.2 Typical vertical joint profile at AAC lintel
- 6.2.3 Wall section for multiple stories
- 6.2.3 Wall section for multiple stories
- 6.2.4 Exterior wall section for multiple stories with vertical reinforcement
- 6.2.4 Exterior wall section for multiple stories with vertical reinforcement
- 6.2.5 Interior bearing wall section at footing
- 6.2.5 Interior bearing wall section at footing
- 6.2.6 Exterior wall panel at CMU stem wall and footing
- 6.2.6 Exterior wall panel at CMU stem wall and footing
- 6.2.7 Intersection of AAC panels and blocks
- 6.2.7 Intersection of AAC panels and blocks
- 6.2.8 Intersection of partition panels
- 6.2.8 Intersection of partition panels
- 6.3—Floor and roof details
- 6.3—Floor and roof details [Go to Page]
- 6.3.1 Minimum bearing details
- 6.3.1 Minimum bearing details
- 6.3.2 Exterior floor panel support wall detail
- 6.3.2 Exterior floor panel support wall detail
- 6.3.3 Interior floor panel support detail
- 6.3.3 Interior floor panel support detail
- 6.3.4 Grout key and bond beam reinforcement
- 6.3.4 Grout key and bond beam reinforcement
- 6.3.5 Floor panel at concrete basement wall
- 6.3.5 Floor panel at concrete basement wall
- 6.3.6 Floor panel at CMU basement wall
- 6.3.6 Floor panel at CMU basement wall
- 6.3.7 Permitted sizes and location of on-site coring
- 6.3.7 Permitted sizes and location of on-site coring
- CHAPTER 7— TECHNICAL JUSTIFICATION FOR PROPOSED DESIGN PROVISIONS
- CHAPTER 7— TECHNICAL JUSTIFICATION FOR PROPOSED DESIGN PROVISIONS [Go to Page]
- 7.1—Key mechanical characteristics of AAC
- 7.1—Key mechanical characteristics of AAC [Go to Page]
- 7.1.1 Compressive strength of AAC
- 7.1.1 Compressive strength of AAC
- 7.1.2 Stress-strain behavior and modulus of elasticity of AAC
- 7.1.2 Stress-strain behavior and modulus of elasticity of AAC [Go to Page]
- 7.1.2.1 Discussion of results for modulus of elasticity of AAC
- 7.1.2.1 Discussion of results for modulus of elasticity of AAC
- 7.1.3 Tensile strength of AAC
- 7.1.3 Tensile strength of AAC [Go to Page]
- 7.1.3.1 Splitting tensile strength of AAC
- 7.1.3.1 Splitting tensile strength of AAC
- 7.1.3.2 Relationship between modulus of rupture and splitting tensile strength
- 7.1.3.2 Relationship between modulus of rupture and splitting tensile strength
- 7.1.3.3 Modulus of rupture of AAC using combined data
- 7.1.3.3 Modulus of rupture of AAC using combined data
- 7.1.3.4 Relationship between modulus of rupture fr andcompressive strength fAAC
- 7.1.3.4 Relationship between modulus of rupture fr andcompressive strength fAAC
- 7.1.4 Tensile bond between AAC and bedding mortar
- 7.1.4 Tensile bond between AAC and bedding mortar
- 7.1.5 Tensile bond between AAC and thin-bed mortar
- 7.1.5 Tensile bond between AAC and thin-bed mortar
- 7.1.6 Direct shear bond between AAC and thin-bed mortar
- 7.1.6 Direct shear bond between AAC and thin-bed mortar
- 7.1.7 Shear bond between AAC and grout
- 7.1.7 Shear bond between AAC and grout
- 7.1.8 Direct shear strength of AAC
- 7.1.8 Direct shear strength of AAC
- 7.1.9 Coefficient of friction of AAC
- 7.1.9 Coefficient of friction of AAC
- 7.1.10 Freezing-and-thawing resistance of AAC
- 7.1.10 Freezing-and-thawing resistance of AAC
- 7.1.11 Behavior of AAC panels under eccentric axial compression
- 7.1.11 Behavior of AAC panels under eccentric axial compression
- 7.2—Bond strength between factory-installed wire reinforcement and AAC
- 7.2—Bond strength between factory-installed wire reinforcement and AAC [Go to Page]
- 7.2.1 Anchorage behavior of reinforced AAC panels
- 7.2.1 Anchorage behavior of reinforced AAC panels
- 7.2.2 Anchorage behavior of tensile reinforcement for shear walls
- 7.2.2 Anchorage behavior of tensile reinforcement for shear walls
- 7.2.3 Design proposal for anchorage capacity
- 7.2.3 Design proposal for anchorage capacity
- 7.3—Flexural design of AAC beam elements
- 7.3—Flexural design of AAC beam elements [Go to Page]
- 7.3.1 Nominal flexural capacity Mn
- 7.3.1 Nominal flexural capacity Mn
- 7.3.2 Minimum flexural reinforcement ratio
- 7.3.2 Minimum flexural reinforcement ratio
- 7.3.3 Flexural design of tension- and compression-controlled AAC elements under ACI 318-05
- 7.3.3 Flexural design of tension- and compression-controlled AAC elements under ACI 318-05
- 7.4—Control of deflections
- 7.4—Control of deflections
- 7.5—Shear design of AAC beam elements
- 7.5—Shear design of AAC beam elements [Go to Page]
- 7.5.1 Shear capacity of AAC (VAAC)
- 7.5.1 Shear capacity of AAC (VAAC)
- 7.5.2 Shear strength provided by shear reinforcement Vs
- 7.5.2 Shear strength provided by shear reinforcement Vs
- 7.5.3 Design shear capacity φVn
- 7.5.3 Design shear capacity φVn
- 7.5.4 Predicted shear capacities of reinforced AAC floor panels
- 7.5.4 Predicted shear capacities of reinforced AAC floor panels
- 7.6—Shear design of AAC shear walls
- 7.6—Shear design of AAC shear walls [Go to Page]
- 7.6.1 Web-shear cracking
- 7.6.1 Web-shear cracking
- 7.6.2 Flexure-shear cracking for AAC shear walls
- 7.6.2 Flexure-shear cracking for AAC shear walls
- 7.6.3 Crushing of diagonal strut
- 7.6.3 Crushing of diagonal strut
- 7.6.4 Sliding shear capacity
- 7.6.4 Sliding shear capacity
- 7.6.5 Nominal flexural capacity
- 7.6.5 Nominal flexural capacity
- 7.6.6 Special provisions for vertical panel construction
- 7.6.6 Special provisions for vertical panel construction
- 7.6.7 Prediction of flexural and shear capacities for AAC shear walls with vertically oriented panels
- 7.6.7 Prediction of flexural and shear capacities for AAC shear walls with vertically oriented panels
- 7.6.8 Verification of shear capacity for vertical-panel shear walls
- 7.6.8 Verification of shear capacity for vertical-panel shear walls
- 7.7—Special provisions to avoid longitudinal cracking at location of vertical reinforcement
- 7.7—Special provisions to avoid longitudinal cracking at location of vertical reinforcement [Go to Page]
- 7.7.1 Formation of cracks along longitudinal bars in AAC shear walls
- 7.7.1 Formation of cracks along longitudinal bars in AAC shear walls
- 7.7.2 Analysis to determine if longitudinal cracks formed before yielding
- 7.7.2 Analysis to determine if longitudinal cracks formed before yielding
- 7.7.3 Implications of formation of longitudinal cracks
- 7.7.3 Implications of formation of longitudinal cracks
- 7.7.4 Analysis of maximum permissible area ratio if longitudinal reinforcement remains elastic
- 7.7.4 Analysis of maximum permissible area ratio if longitudinal reinforcement remains elastic
- 7.7.5 Analysis of maximum permissible area ratio in plastic hinge zone
- 7.7.5 Analysis of maximum permissible area ratio in plastic hinge zone
- 7.8—Design of AAC diaphragms
- 7.8—Design of AAC diaphragms [Go to Page]
- 7.8.1 Shear transfer in diaphragm panels oriented perpendicular to direction of load
- 7.8.1 Shear transfer in diaphragm panels oriented perpendicular to direction of load
- 7.8.2 Shear transfer in diaphragm panels oriented parallel to direction of load
- 7.8.2 Shear transfer in diaphragm panels oriented parallel to direction of load [Go to Page]
- 7.8.2.1 Shear transfer through adhesion between joints
- 7.8.2.1 Shear transfer through adhesion between joints
- 7.8.2.2 Shear transfer through a truss mechanism
- 7.8.2.2 Shear transfer through a truss mechanism
- 7.9—Strength-reduction factors
- 7.9—Strength-reduction factors
- CHAPTER 8— REFERENCES
- CHAPTER 8— REFERENCES [Go to Page]
- 8.1—Referenced standards and reports
- 8.1—Referenced standards and reports
- 8.2—Cited references
- 8.2—Cited references
- APPENDIX A— PROPOSED DESIGN PROVISIONS
- APPENDIX A— PROPOSED DESIGN PROVISIONS [Go to Page]
- CHAPTER 2— NOTATIONS AND DEFINITIONS
- CHAPTER 2— NOTATIONS AND DEFINITIONS
- CHAPTER 3— MATERIALS
- CHAPTER 3— MATERIALS [Go to Page]
- 3.8—AAC panels and related materials
- 3.8—AAC panels and related materials [Go to Page]
- 3.8.1
- 3.8.1
- 3.8.2
- 3.8.2
- 3.8.3
- 3.8.3
- 3.8.4
- 3.8.4
- CHAPTER 4— DURABILITY REQUIREMENTS
- CHAPTER 4— DURABILITY REQUIREMENTS [Go to Page]
- 4.2—Freezing and thawing exposures
- 4.2—Freezing and thawing exposures [Go to Page]
- 4.2.1
- 4.2.1
- 4.2.2
- 4.2.2
- 4.3.1
- 4.3.1
- 4.4.1
- 4.4.1
- CHAPTER 5— CONCRETE QUALITY, MIXING, AND PLACING
- CHAPTER 5— CONCRETE QUALITY, MIXING, AND PLACING [Go to Page]
- 5.1.1
- 5.1.1
- 5.7—Preparation of equipment and place of deposit
- 5.7—Preparation of equipment and place of deposit [Go to Page]
- 5.7.1
- 5.7.1
- 5.7.2
- 5.7.2
- 5.7.3
- 5.7.3
- 5.7.4
- 5.7.4
- 5.12—Cold weather requirements
- 5.12—Cold weather requirements [Go to Page]
- 5.12.1
- 5.12.1
- 5.12.2
- 5.12.2
- CHAPTER 6— FORMWORK, EMBEDDED PIPES, AND CONSTRUCTION JOINTS
- CHAPTER 6— FORMWORK, EMBEDDED PIPES, AND CONSTRUCTION JOINTS [Go to Page]
- 6.3
- 6.3
- CHAPTER 7— DETAILS OF REINFORCEMENT
- CHAPTER 7— DETAILS OF REINFORCEMENT [Go to Page]
- 7.1—Scope
- 7.1—Scope
- CHAPTER 8— ANALYSIS AND DESIGN— GENERAL CONSIDERATIONS
- CHAPTER 8— ANALYSIS AND DESIGN— GENERAL CONSIDERATIONS [Go to Page]
- 8.5.1
- 8.5.1
- 8.5.2
- 8.5.2
- 8.13.1
- 8.13.1
- 8.13.2
- 8.13.2
- 8.13.3
- 8.13.3
- 8.13.4
- 8.13.4
- CHAPTER 9— STRENGTH AND SERVICEABILITY REQUIREMENTS
- CHAPTER 9— STRENGTH AND SERVICEABILITY REQUIREMENTS [Go to Page]
- 9.3.2.8
- 9.3.2.8
- 9.5—Control of deflections
- 9.5—Control of deflections [Go to Page]
- 9.5.2.3
- 9.5.2.3
- 9.5.2.5
- 9.5.2.5
- CHAPTER 10— FLEXURE AND AXIAL LOADS
- CHAPTER 10— FLEXURE AND AXIAL LOADS [Go to Page]
- 10.2.7.3
- 10.2.7.3
- CHAPTER 11— SHEAR AND TORSION
- CHAPTER 11— SHEAR AND TORSION [Go to Page]
- 11.10.7
- 11.10.7
- 11.10.8
- 11.10.8
- 11.10.9—Design of shear reinforcement for walls
- 11.10.9—Design of shear reinforcement for walls [Go to Page]
- 11.10.9.1
- 11.10.9.1
- CHAPTER 12— DEVELOPMENT OF REINFORCEMENT— GENERAL
- CHAPTER 12— DEVELOPMENT OF REINFORCEMENT— GENERAL [Go to Page]
- 12.1—Scope
- 12.1—Scope [Go to Page]
- 12.1.1
- 12.1.1
- 12.1.2
- 12.1.2
- 12.1.3
- 12.1.3
- 12.1.4
- 12.1.4
- 12.20—Design of factory-installed reinforcement embedded in AAC
- 12.20—Design of factory-installed reinforcement embedded in AAC [Go to Page]
- 12.20.1
- 12.20.1
- 12.20.2
- 12.20.2
- 12.20.3
- 12.20.3
- 12.20.4
- 12.20.4
- 12.20.5
- 12.20.5
- CHAPTER 14— WALLS
- CHAPTER 14— WALLS [Go to Page]
- 14.3—Minimum reinforcement
- 14.3—Minimum reinforcement
- 14.4—Walls designed as compression members
- 14.4—Walls designed as compression members [Go to Page]
- 14.4.1
- 14.4.1
- 14.4.2
- 14.4.2 [Go to Page]
- 14.4.2.1
- 14.4.2.1
- 14.4.2.2
- 14.4.2.2
- CHAPTER 16— PRECAST CONCRETE
- CHAPTER 16— PRECAST CONCRETE [Go to Page]
- 16.2.4
- 16.2.4
- 16.4—Member design
- 16.4—Member design
- 16.5—Structural integrity
- 16.5—Structural integrity [Go to Page]
- 16.5.1.2
- 16.5.1.2 [Go to Page]
- 16.5.1.2.1
- 16.5.1.2.1
- 16.5.1.2.2
- 16.5.1.2.2
- 16.5.1.2.3
- 16.5.1.2.3 [Go to Page]
- 16.5.1.2.3.1
- 16.5.1.2.3.1
- 16.5.1.2.3.2
- 16.5.1.2.3.2
- 16.5.1.2.3.3
- 16.5.1.2.3.3
- 16.5.1.2.3.4
- 16.5.1.2.3.4
- 16.5.1.2.4
- 16.5.1.2.4
- 16.5.1.3
- 16.5.1.3
- 16.5.1.4
- 16.5.1.4
- 16.5.2
- 16.5.2 [Go to Page]
- 16.5.2.1
- 16.5.2.1
- 16.5.2.2
- 16.5.2.2
- 16.5.2.3
- 16.5.2.3
- 16.5.2.4
- 16.5.2.4
- 16.5.2.5
- 16.5.2.5
- 16.6.2.2
- 16.6.2.2
- 16.6.2.3
- 16.6.2.3
- 16.8—Marking and identification
- 16.8—Marking and identification [Go to Page]
- 16.8.1
- 16.8.1
- 16.8.2
- 16.8.2
- CHAPTER 21— SPECIAL PROVISIONS FOR SEISMIC DESIGN
- CHAPTER 21— SPECIAL PROVISIONS FOR SEISMIC DESIGN [Go to Page]
- 21.2.1.3
- 21.2.1.3
- 21.2.1.4
- 21.2.1.4
- 21.14.1
- 21.14.1
- 21.14.2
- 21.14.2
- 21.14.3
- 21.14.3
- 21.15.1
- 21.15.1
- 21.15.2
- 21.15.2
- 21.15.3
- 21.15.3
- APPENDIX B— COMMENTARY ON PROPOSED DESIGN PROVISIONS
- APPENDIX B— COMMENTARY ON PROPOSED DESIGN PROVISIONS [Go to Page]
- CHAPTER 3— MATERIALS
- CHAPTER 3— MATERIALS
- CHAPTER 4— DURABILITY REQUIREMENTS
- CHAPTER 4— DURABILITY REQUIREMENTS [Go to Page]
- R4.2—Freezing and thawing exposures
- R4.2—Freezing and thawing exposures
- R4.4—Corrosion protection of reinforcement
- R4.4—Corrosion protection of reinforcement
- CHAPTER 5— CONCRETE QUALITY, MIXING, AND PLACING
- CHAPTER 5— CONCRETE QUALITY, MIXING, AND PLACING [Go to Page]
- R5
- R5
- R5.7.3(a)
- R5.7.3(a)
- CHAPTER 6— FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
- CHAPTER 6— FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS [Go to Page]
- R6
- R6
- CHAPTER 7— DETAILS OF REINFORCEMENT
- CHAPTER 7— DETAILS OF REINFORCEMENT [Go to Page]
- R7
- R7
- CHAPTER 8— ANALYSIS AND DESIGN— GENERAL CONSIDERATIONS
- CHAPTER 8— ANALYSIS AND DESIGN— GENERAL CONSIDERATIONS [Go to Page]
- R8.5.1
- R8.5.1
- R8.5.2
- R8.5.2
- R8.13.1
- R8.13.1
- R8.13.2
- R8.13.2
- R8.13.3
- R8.13.3
- R8.13.4
- R8.13.4
- CHAPTER 9— STRENGTH AND SERVICEABILITY REQUIREMENTS
- CHAPTER 9— STRENGTH AND SERVICEABILITY REQUIREMENTS [Go to Page]
- R9.3.2.8
- R9.3.2.8
- R9.5.2.1
- R9.5.2.1
- R9.5.2.2
- R9.5.2.2
- R9.5.2.5
- R9.5.2.5
- CHAPTER 10— FLEXURE AND AXIAL LOADS
- CHAPTER 10— FLEXURE AND AXIAL LOADS [Go to Page]
- R10.2
- R10.2 [Go to Page]
- R10.2.7.3
- R10.2.7.3
- R10.5.1
- R10.5.1
- CHAPTER 11— SHEAR AND TORSION
- CHAPTER 11— SHEAR AND TORSION [Go to Page]
- R11.3
- R11.3
- R11.5.6
- R11.5.6 [Go to Page]
- R11.5.6.2
- R11.5.6.2
- R11.5.6.9
- R11.5.6.9
- 11.7—Shear friction
- 11.7—Shear friction [Go to Page]
- R11.7.4.1
- R11.7.4.1
- R11.7.4.3
- R11.7.4.3
- R11.8.1
- R11.8.1
- R11.10
- R11.10 [Go to Page]
- R11.10.1
- R11.10.1
- R11.10.6
- R11.10.6
- R11.10.7
- R11.10.7
- R11.10.8
- R11.10.8
- R11.10.9
- R11.10.9 [Go to Page]
- R11.10.9.2 through R11.10.9.5
- R11.10.9.2 through R11.10.9.5
- CHAPTER 12— DEVELOPMENT AND SPLICES OF REINFORCEMENT
- CHAPTER 12— DEVELOPMENT AND SPLICES OF REINFORCEMENT [Go to Page]
- R12.1
- R12.1 [Go to Page]
- R12.1.3
- R12.1.3
- R12.1.4
- R12.1.4
- R12.20.1
- R12.20.1
- R12.20.2
- R12.20.2
- R13.1
- R13.1
- CHAPTER 14— WALLS
- CHAPTER 14— WALLS [Go to Page]
- R14.3
- R14.3
- R14.3.7
- R14.3.7
- R14.4.2
- R14.4.2
- CHAPTER 16— PRECAST CONCRETE
- CHAPTER 16— PRECAST CONCRETE [Go to Page]
- R16.2.3
- R16.2.3
- R16.5.1.2
- R16.5.1.2 [Go to Page]
- R16.5.1.2.2
- R16.5.1.2.2
- R16.5.1.2.3
- R16.5.1.2.3 [Go to Page]
- R16.5.1.2.3.1
- R16.5.1.2.3.1
- R16.5.1.2.3.2
- R16.5.1.2.3.2
- R16.5.1.2.3.3
- R16.5.1.2.3.3
- R16.5.1.2.3.4
- R16.5.1.2.3.4
- R16.5.1.2.4
- R16.5.1.2.4
- R16.5.1.3
- R16.5.1.3
- R16.5.1.4
- R16.5.1.4
- R16.5.2.1
- R16.5.2.1
- R16.6.2
- R16.6.2
- CHAPTER 21— SPECIAL PROVISIONS FOR SEISMIC DESIGN
- CHAPTER 21— SPECIAL PROVISIONS FOR SEISMIC DESIGN [Go to Page]
- R21.14.2
- R21.14.2
- R21.14.3
- R21.14.3
- R21.15.3
- R21.15.3
- APPENDIX C— DESIGN EXAMPLES
- APPENDIX C— DESIGN EXAMPLES [Go to Page]
- Example 1: Design of an AAC floor panel
- Example 1: Design of an AAC floor panel
- Example 2: Design of an AAC shear wall
- Example 2: Design of an AAC shear wall
- Example 3: Design of an AAC diaphragm
- Example 3: Design of an AAC diaphragm
- Example 4: Design of load-bearing vertical wall panel ( Fig. C.13)
- Example 4: Design of load-bearing vertical wall panel ( Fig. C.13) [Go to Page]
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