{"id":161015,"date":"2024-10-19T09:40:19","date_gmt":"2024-10-19T09:40:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-523-4r-09-2009\/"},"modified":"2024-10-25T01:58:53","modified_gmt":"2024-10-25T01:58:53","slug":"aci-523-4r-09-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-523-4r-09-2009\/","title":{"rendered":"ACI 523.4R 09 2009"},"content":{"rendered":"

This guide is intended for use by architects, engineers, contractors, building officials, and manufacturers. Its purpose is to present, in a single source, information that can help those individuals design, specify, and construct with factory-reinforced panels of autoclaved aerated concrete (AAC). In this guide, introductory information on AAC is first presented, followed by a description of its manufacture, guidance on structural design using reinforced panels, and guidance on construction with such panels. The body of this guide ends with an extensive background chapter on the material characteristics of AAC, and the structural behavior and design of AAC elements. Keywords: autoclaved aerated concrete; construction; design; panels; reinforced panels.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS
CONTENTS <\/td>\n<\/tr>\n
4<\/td>\nFOREWORD
FOREWORD
CHAPTER 1\u2014 INTRODUCTION
CHAPTER 1\u2014 INTRODUCTION
1.1\u2014Definition of autoclaved aerated concrete
1.1\u2014Definition of autoclaved aerated concrete
1.2\u2014Typical mechanical and thermal characteristics of AAC
1.2\u2014Typical mechanical and thermal characteristics of AAC <\/td>\n<\/tr>\n
5<\/td>\n1.3\u2014Historical background of AAC
1.3\u2014Historical background of AAC
1.4\u2014Applications of AAC panels
1.4\u2014Applications of AAC panels
1.5\u2014Scope and objectives
1.5\u2014Scope and objectives
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014Notation
2.1\u2014Notation <\/td>\n<\/tr>\n
6<\/td>\n2.2\u2014Definitions
2.2\u2014Definitions
CHAPTER 3\u2014 TYPICAL MATERIALS AND MANUFACTURE OF AAC
CHAPTER 3\u2014 TYPICAL MATERIALS AND MANUFACTURE OF AAC
3.1\u2014 Materials used in AAC
3.1\u2014 Materials used in AAC
3.2\u2014Manufacture of AAC
3.2\u2014Manufacture of AAC
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 <\/td>\n<\/tr>\n
7<\/td>\n3.2.6 AAC strength classes
3.2.6 AAC strength classes
3.3\u2014Typical dimensions of AAC units
3.3\u2014Typical dimensions of AAC units
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 <\/td>\n<\/tr>\n
8<\/td>\n3.4\u2014Dimensional tolerances
3.4\u2014Dimensional tolerances
3.5\u2014Identification and marking of AAC units
3.5\u2014Identification and marking of AAC units
CHAPTER 4\u2014 STRUCTURAL DESIGN OF REINFORCED AAC PANELS
CHAPTER 4\u2014 STRUCTURAL DESIGN OF REINFORCED AAC PANELS
4.1\u2014 Introductory remarks regarding design provisions
4.1\u2014 Introductory remarks regarding design provisions <\/td>\n<\/tr>\n
9<\/td>\n4.2\u2014Proposed design provisions for reinforced AAC panels
4.2\u2014Proposed design provisions for reinforced AAC panels
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 <\/td>\n<\/tr>\n
10<\/td>\n4.2.4 Shear
4.2.4 Shear
4.2.5 Bearing
4.2.5 Bearing
CHAPTER 5\u2014 HANDLING, ERECTION, AND CONSTRUCTION WITH AAC PANELS
CHAPTER 5\u2014 HANDLING, ERECTION, AND CONSTRUCTION WITH AAC PANELS
5.1\u2014 Handling AAC panels
5.1\u2014 Handling AAC panels
5.2\u2014Erection of AAC wall panels
5.2\u2014Erection of AAC wall panels
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\u2014Erection of AAC floor and roof panels
5.3\u2014Erection of AAC floor and roof panels <\/td>\n<\/tr>\n
11<\/td>\n5.4\u2014Electrical and plumbing installations in AAC
5.4\u2014Electrical and plumbing installations in AAC
5.5\u2014Exterior finishes for AAC
5.5\u2014Exterior finishes for AAC
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\u2014Interior finishes for AAC panels
5.6\u2014Interior finishes for AAC panels
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\u2014 TYPICAL CONSTRUCTION DETAILS FOR AAC PANELS
CHAPTER 6\u2014 TYPICAL CONSTRUCTION DETAILS FOR AAC PANELS <\/td>\n<\/tr>\n
12<\/td>\n6.1\u2014Cladding wall panel systems
6.1\u2014Cladding wall panel systems
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\u2014Load-bearing vertical wall panel systems
6.2\u2014Load-bearing vertical wall panel systems
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 <\/td>\n<\/tr>\n
17<\/td>\n6.2.5 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 <\/td>\n<\/tr>\n
18<\/td>\n6.2.8 Intersection of partition panels
6.2.8 Intersection of partition panels
6.3\u2014Floor and roof details
6.3\u2014Floor and roof details
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 <\/td>\n<\/tr>\n
21<\/td>\n6.3.7 Permitted sizes and location of on-site coring
6.3.7 Permitted sizes and location of on-site coring
CHAPTER 7\u2014 TECHNICAL JUSTIFICATION FOR PROPOSED DESIGN PROVISIONS
CHAPTER 7\u2014 TECHNICAL JUSTIFICATION FOR PROPOSED DESIGN PROVISIONS
7.1\u2014Key mechanical characteristics of AAC
7.1\u2014Key mechanical characteristics of AAC
7.1.1 Compressive strength of AAC
7.1.1 Compressive strength of AAC <\/td>\n<\/tr>\n
24<\/td>\n7.1.2 Stress-strain behavior and modulus of elasticity of AAC
7.1.2 Stress-strain behavior and modulus of elasticity of AAC <\/td>\n<\/tr>\n
25<\/td>\n7.1.2.1 Discussion of results for modulus of elasticity of AAC
7.1.2.1 Discussion of results for modulus of elasticity of AAC <\/td>\n<\/tr>\n
27<\/td>\n7.1.3 Tensile strength of AAC
7.1.3 Tensile strength of AAC
7.1.3.1 Splitting tensile strength of AAC
7.1.3.1 Splitting tensile strength of AAC <\/td>\n<\/tr>\n
28<\/td>\n7.1.3.2 Relationship between modulus of rupture and splitting tensile strength
7.1.3.2 Relationship between modulus of rupture and splitting tensile strength <\/td>\n<\/tr>\n
29<\/td>\n7.1.3.3 Modulus of rupture of AAC using combined data
7.1.3.3 Modulus of rupture of AAC using combined data <\/td>\n<\/tr>\n
30<\/td>\n7.1.3.4 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 <\/td>\n<\/tr>\n
31<\/td>\n7.1.5 Tensile bond between AAC and thin-bed mortar
7.1.5 Tensile bond between AAC and thin-bed mortar <\/td>\n<\/tr>\n
32<\/td>\n7.1.6 Direct shear bond between AAC and thin-bed mortar
7.1.6 Direct shear bond between AAC and thin-bed mortar <\/td>\n<\/tr>\n
33<\/td>\n7.1.7 Shear bond between AAC and grout
7.1.7 Shear bond between AAC and grout <\/td>\n<\/tr>\n
34<\/td>\n7.1.8 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 <\/td>\n<\/tr>\n
35<\/td>\n7.1.10 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\u2014Bond strength between factory-installed wire reinforcement and AAC
7.2\u2014Bond strength between factory-installed wire reinforcement and AAC
7.2.1 Anchorage behavior of reinforced AAC panels
7.2.1 Anchorage behavior of reinforced AAC panels <\/td>\n<\/tr>\n
36<\/td>\n7.2.2 Anchorage behavior of tensile reinforcement for shear walls
7.2.2 Anchorage behavior of tensile reinforcement for shear walls <\/td>\n<\/tr>\n
37<\/td>\n7.2.3 Design proposal for anchorage capacity
7.2.3 Design proposal for anchorage capacity
7.3\u2014Flexural design of AAC beam elements
7.3\u2014Flexural design of AAC beam elements
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 <\/td>\n<\/tr>\n
38<\/td>\n7.3.3 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\u2014Control of deflections
7.4\u2014Control of deflections
7.5\u2014Shear design of AAC beam elements
7.5\u2014Shear design of AAC beam elements
7.5.1 Shear capacity of AAC (VAAC)
7.5.1 Shear capacity of AAC (VAAC) <\/td>\n<\/tr>\n
39<\/td>\n7.5.2 Shear strength provided by shear reinforcement Vs
7.5.2 Shear strength provided by shear reinforcement Vs
7.5.3 Design shear capacity \u03c6Vn
7.5.3 Design shear capacity \u03c6Vn
7.5.4 Predicted shear capacities of reinforced AAC floor panels
7.5.4 Predicted shear capacities of reinforced AAC floor panels
7.6\u2014Shear design of AAC shear walls
7.6\u2014Shear design of AAC shear walls <\/td>\n<\/tr>\n
41<\/td>\n7.6.1 Web-shear cracking
7.6.1 Web-shear cracking <\/td>\n<\/tr>\n
43<\/td>\n7.6.2 Flexure-shear cracking for AAC shear walls
7.6.2 Flexure-shear cracking for AAC shear walls <\/td>\n<\/tr>\n
45<\/td>\n7.6.3 Crushing of diagonal strut
7.6.3 Crushing of diagonal strut <\/td>\n<\/tr>\n
47<\/td>\n7.6.4 Sliding shear capacity
7.6.4 Sliding shear capacity <\/td>\n<\/tr>\n
49<\/td>\n7.6.5 Nominal flexural capacity
7.6.5 Nominal flexural capacity <\/td>\n<\/tr>\n
50<\/td>\n7.6.6 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 <\/td>\n<\/tr>\n
51<\/td>\n7.6.8 Verification of shear capacity for vertical-panel shear walls
7.6.8 Verification of shear capacity for vertical-panel shear walls <\/td>\n<\/tr>\n
52<\/td>\n7.7\u2014Special provisions to avoid longitudinal cracking at location of vertical reinforcement
7.7\u2014Special provisions to avoid longitudinal cracking at location of vertical reinforcement
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 <\/td>\n<\/tr>\n
53<\/td>\n7.7.2 Analysis to determine if longitudinal cracks formed before yielding
7.7.2 Analysis to determine if longitudinal cracks formed before yielding <\/td>\n<\/tr>\n
54<\/td>\n7.7.3 Implications of formation of longitudinal cracks
7.7.3 Implications of formation of longitudinal cracks <\/td>\n<\/tr>\n
55<\/td>\n7.7.4 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 <\/td>\n<\/tr>\n
56<\/td>\n7.7.5 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\u2014Design of AAC diaphragms
7.8\u2014Design of AAC diaphragms
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 <\/td>\n<\/tr>\n
57<\/td>\n7.8.2 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
7.8.2.1 Shear transfer through adhesion between joints
7.8.2.1 Shear transfer through adhesion between joints <\/td>\n<\/tr>\n
58<\/td>\n7.8.2.2 Shear transfer through a truss mechanism
7.8.2.2 Shear transfer through a truss mechanism <\/td>\n<\/tr>\n
60<\/td>\n7.9\u2014Strength-reduction factors
7.9\u2014Strength-reduction factors <\/td>\n<\/tr>\n
61<\/td>\nCHAPTER 8\u2014 REFERENCES
CHAPTER 8\u2014 REFERENCES
8.1\u2014Referenced standards and reports
8.1\u2014Referenced standards and reports
8.2\u2014Cited references
8.2\u2014Cited references <\/td>\n<\/tr>\n
63<\/td>\nAPPENDIX A\u2014 PROPOSED DESIGN PROVISIONS
APPENDIX A\u2014 PROPOSED DESIGN PROVISIONS
CHAPTER 2\u2014 NOTATIONS AND DEFINITIONS
CHAPTER 2\u2014 NOTATIONS AND DEFINITIONS
CHAPTER 3\u2014 MATERIALS
CHAPTER 3\u2014 MATERIALS
3.8\u2014AAC panels and related materials
3.8\u2014AAC panels and related materials
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\u2014 DURABILITY REQUIREMENTS
CHAPTER 4\u2014 DURABILITY REQUIREMENTS
4.2\u2014Freezing and thawing exposures
4.2\u2014Freezing and thawing exposures
4.2.1
4.2.1
4.2.2
4.2.2 <\/td>\n<\/tr>\n
64<\/td>\n4.3.1
4.3.1
4.4.1
4.4.1
CHAPTER 5\u2014 CONCRETE QUALITY, MIXING, AND PLACING
CHAPTER 5\u2014 CONCRETE QUALITY, MIXING, AND PLACING
5.1.1
5.1.1
5.7\u2014Preparation of equipment and place of deposit
5.7\u2014Preparation of equipment and place of deposit
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\u2014Cold weather requirements
5.12\u2014Cold weather requirements
5.12.1
5.12.1
5.12.2
5.12.2
CHAPTER 6\u2014 FORMWORK, EMBEDDED PIPES, AND CONSTRUCTION JOINTS
CHAPTER 6\u2014 FORMWORK, EMBEDDED PIPES, AND CONSTRUCTION JOINTS
6.3
6.3
CHAPTER 7\u2014 DETAILS OF REINFORCEMENT
CHAPTER 7\u2014 DETAILS OF REINFORCEMENT
7.1\u2014Scope
7.1\u2014Scope
CHAPTER 8\u2014 ANALYSIS AND DESIGN\u2014 GENERAL CONSIDERATIONS
CHAPTER 8\u2014 ANALYSIS AND DESIGN\u2014 GENERAL CONSIDERATIONS
8.5.1
8.5.1
8.5.2
8.5.2
8.13.1
8.13.1 <\/td>\n<\/tr>\n
65<\/td>\n8.13.2
8.13.2
8.13.3
8.13.3
8.13.4
8.13.4
CHAPTER 9\u2014 STRENGTH AND SERVICEABILITY REQUIREMENTS
CHAPTER 9\u2014 STRENGTH AND SERVICEABILITY REQUIREMENTS
9.3.2.8
9.3.2.8
9.5\u2014Control of deflections
9.5\u2014Control of deflections
9.5.2.3
9.5.2.3
9.5.2.5
9.5.2.5
CHAPTER 10\u2014 FLEXURE AND AXIAL LOADS
CHAPTER 10\u2014 FLEXURE AND AXIAL LOADS
10.2.7.3
10.2.7.3
CHAPTER 11\u2014 SHEAR AND TORSION
CHAPTER 11\u2014 SHEAR AND TORSION <\/td>\n<\/tr>\n
66<\/td>\n11.10.7
11.10.7
11.10.8
11.10.8
11.10.9\u2014Design of shear reinforcement for walls
11.10.9\u2014Design of shear reinforcement for walls
11.10.9.1
11.10.9.1
CHAPTER 12\u2014 DEVELOPMENT OF REINFORCEMENT\u2014 GENERAL
CHAPTER 12\u2014 DEVELOPMENT OF REINFORCEMENT\u2014 GENERAL
12.1\u2014Scope
12.1\u2014Scope
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\u2014Design of factory-installed reinforcement embedded in AAC
12.20\u2014Design of factory-installed reinforcement embedded in AAC
12.20.1
12.20.1
12.20.2
12.20.2
12.20.3
12.20.3
12.20.4
12.20.4 <\/td>\n<\/tr>\n
67<\/td>\n12.20.5
12.20.5
CHAPTER 14\u2014 WALLS
CHAPTER 14\u2014 WALLS
14.3\u2014Minimum reinforcement
14.3\u2014Minimum reinforcement
14.4\u2014Walls designed as compression members
14.4\u2014Walls designed as compression members
14.4.1
14.4.1
14.4.2
14.4.2
14.4.2.1
14.4.2.1
14.4.2.2
14.4.2.2
CHAPTER 16\u2014 PRECAST CONCRETE
CHAPTER 16\u2014 PRECAST CONCRETE
16.2.4
16.2.4
16.4\u2014Member design
16.4\u2014Member design
16.5\u2014Structural integrity
16.5\u2014Structural integrity
16.5.1.2
16.5.1.2
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
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 <\/td>\n<\/tr>\n
68<\/td>\n16.5.1.4
16.5.1.4
16.5.2
16.5.2
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\u2014Marking and identification
16.8\u2014Marking and identification
16.8.1
16.8.1
16.8.2
16.8.2
CHAPTER 21\u2014 SPECIAL PROVISIONS FOR SEISMIC DESIGN
CHAPTER 21\u2014 SPECIAL PROVISIONS FOR SEISMIC DESIGN
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 <\/td>\n<\/tr>\n
69<\/td>\nAPPENDIX B\u2014 COMMENTARY ON PROPOSED DESIGN PROVISIONS
APPENDIX B\u2014 COMMENTARY ON PROPOSED DESIGN PROVISIONS
CHAPTER 3\u2014 MATERIALS
CHAPTER 3\u2014 MATERIALS
CHAPTER 4\u2014 DURABILITY REQUIREMENTS
CHAPTER 4\u2014 DURABILITY REQUIREMENTS
R4.2\u2014Freezing and thawing exposures
R4.2\u2014Freezing and thawing exposures
R4.4\u2014Corrosion protection of reinforcement
R4.4\u2014Corrosion protection of reinforcement
CHAPTER 5\u2014 CONCRETE QUALITY, MIXING, AND PLACING
CHAPTER 5\u2014 CONCRETE QUALITY, MIXING, AND PLACING
R5
R5
R5.7.3(a)
R5.7.3(a)
CHAPTER 6\u2014 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
CHAPTER 6\u2014 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
R6
R6
CHAPTER 7\u2014 DETAILS OF REINFORCEMENT
CHAPTER 7\u2014 DETAILS OF REINFORCEMENT
R7
R7
CHAPTER 8\u2014 ANALYSIS AND DESIGN\u2014 GENERAL CONSIDERATIONS
CHAPTER 8\u2014 ANALYSIS AND DESIGN\u2014 GENERAL CONSIDERATIONS
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 <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 9\u2014 STRENGTH AND SERVICEABILITY REQUIREMENTS
CHAPTER 9\u2014 STRENGTH AND SERVICEABILITY REQUIREMENTS
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\u2014 FLEXURE AND AXIAL LOADS
CHAPTER 10\u2014 FLEXURE AND AXIAL LOADS
R10.2
R10.2
R10.2.7.3
R10.2.7.3
R10.5.1
R10.5.1
CHAPTER 11\u2014 SHEAR AND TORSION
CHAPTER 11\u2014 SHEAR AND TORSION
R11.3
R11.3
R11.5.6
R11.5.6
R11.5.6.2
R11.5.6.2 <\/td>\n<\/tr>\n
71<\/td>\nR11.5.6.9
R11.5.6.9
11.7\u2014Shear friction
11.7\u2014Shear friction
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
R11.10.1
R11.10.1
R11.10.6
R11.10.6
R11.10.7
R11.10.7 <\/td>\n<\/tr>\n
72<\/td>\nR11.10.8
R11.10.8
R11.10.9
R11.10.9
R11.10.9.2 through R11.10.9.5
R11.10.9.2 through R11.10.9.5
CHAPTER 12\u2014 DEVELOPMENT AND SPLICES OF REINFORCEMENT
CHAPTER 12\u2014 DEVELOPMENT AND SPLICES OF REINFORCEMENT
R12.1
R12.1
R12.1.3
R12.1.3
R12.1.4
R12.1.4
R12.20.1
R12.20.1
R12.20.2
R12.20.2 <\/td>\n<\/tr>\n
73<\/td>\nR13.1
R13.1
CHAPTER 14\u2014 WALLS
CHAPTER 14\u2014 WALLS
R14.3
R14.3
R14.3.7
R14.3.7
R14.4.2
R14.4.2
CHAPTER 16\u2014 PRECAST CONCRETE
CHAPTER 16\u2014 PRECAST CONCRETE
R16.2.3
R16.2.3
R16.5.1.2
R16.5.1.2
R16.5.1.2.2
R16.5.1.2.2
R16.5.1.2.3
R16.5.1.2.3
R16.5.1.2.3.1
R16.5.1.2.3.1 <\/td>\n<\/tr>\n
74<\/td>\nR16.5.1.2.3.2
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\u2014 SPECIAL PROVISIONS FOR SEISMIC DESIGN
CHAPTER 21\u2014 SPECIAL PROVISIONS FOR SEISMIC DESIGN
R21.14.2
R21.14.2
R21.14.3
R21.14.3
R21.15.3
R21.15.3
APPENDIX C\u2014 DESIGN EXAMPLES
APPENDIX C\u2014 DESIGN EXAMPLES
Example 1: Design of an AAC floor panel
Example 1: Design of an AAC floor panel <\/td>\n<\/tr>\n
78<\/td>\nExample 2: Design of an AAC shear wall
Example 2: Design of an AAC shear wall <\/td>\n<\/tr>\n
79<\/td>\nExample 3: Design of an AAC diaphragm
Example 3: Design of an AAC diaphragm <\/td>\n<\/tr>\n
80<\/td>\nExample 4: Design of load-bearing vertical wall panel ( Fig. C.13)
Example 4: Design of load-bearing vertical wall panel ( Fig. C.13) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

523.4R-09 Guide for Design and Construction with Autoclaved Aerated Concrete Panels<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2009<\/td>\n85<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161018,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161015","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\/161015","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\/161018"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161015"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161015"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161015"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}