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eLibrary > ACI CODE-440.11-22: Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars—Code and Commentary with Errata as of March 13 2023 >

ACI CODE-440.11-22: Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars—Code and Commentary with Errata as of March 13 2023, 2022

TITLE PAGE
PREFACE
CHAPTER 1—GENERAL [Go to Page]
1.1—Scope of ACI CODE-440.11-22
1.2—General
1.3—Purpose
1.4—Applicability
1.5—Interpretation
1.6—Building official
1.7—Licensed design professional
1.8—Construction documents and design records
1.9—Testing and inspection
1.10—Approval of special systems of design, construction, or alternative construction materials
CHAPTER 2—NOTATION AND TERMINOLOGY [Go to Page]
2.1—Scope
2.2—Notation
2.3—Terminology
CHAPTER 3—REFERENCED STANDARDS [Go to Page]
3.1—Referenced standards
CHAPTER 4—STRUCTURAL SYSTEM REQUIREMENTS [Go to Page]
4.1—Scope
4.2—Materials
4.3—Design loads
4.4—Structural system and load paths
4.5—Structural analysis
4.6—Strength
4.7—Serviceability
4.8—Durability
4.9—Sustainability
4.10—Structural integrity
4.11—Fire resistance and elevated service temperature
4.12—Requirements for specific types of construction
4.13—Construction and inspection
4.14—Strength evaluation of existing structures
CHAPTER 5—LOADS [Go to Page]
5.1—Scope
5.2—General
5.3—Load factors and combinations
CHAPTER 6—STRUCTURAL ANALYSIS [Go to Page]
6.1—Scope
6.2—General
6.3—Modeling assumptions
6.4—Arrangement of live load
6.5—Simplified method of analysis for continuous beams and one-way slabs
6.6—First-order analysis
6.7—Linear elastic second-order analysis
6.8—Inelastic analysis—Out of scope
6.9—Acceptability of finite element analysis
6.8—Inelastic analysis
CHAPTER 7—ONE-WAY SLABS [Go to Page]
7.1—Scope
7.2—General
7.3—Design limits
7.4—Required strength
7.5—Design strength
7.6—GFRP reinforcement limits
7.7—GFRP reinforcement detailing
CHAPTER 8—TWO-WAY SLABS [Go to Page]
8.1—Scope
8.2—General
8.3—Design limits
8.4—Required strength
8.5—Design strength
8.6—GFRP reinforcement limits
8.7—GFRP reinforcement detailing
8.8—Nonprestressed two-way joist systems—Out of scope
8.9—Lift-slab construction—Out of scope
CHAPTER 9—BEAMS [Go to Page]
9.1—Scope
9.2—General
9.3—Design limits
9.4—Required strength
9.5—Design strength
9.6—GFRP reinforcement limits
9.7—GFRP reinforcement detailing
9.8—One-way joist systems
9.9—Deep beams—Out of scope
CHAPTER 10—COLUMNS [Go to Page]
10.1—Scope
10.2—General
10.3—Design limits
10.4—Required strength
10.5—Design strength
10.6—GFRP reinforcement limits
10.7—GFRP reinforcement detailing
CHAPTER 11—WALLS [Go to Page]
11.1—Scope
11.2—General
11.3—Design limits
11.4—Required strength
11.5—Design strength
11.6—GFRP reinforcement limits
11.7—GFRP reinforcement detailing
11.8—Alternative method for out-of-plane slender wall analysis—Out of scope
CHAPTER 12—DIAPHRAGMS—NOT ADDRESSED
CHAPTER 13—FOUNDATIONS [Go to Page]
13.1—Scope
13.2—General
13.3—Shallow foundations
13.4—Deep foundations
CHAPTER 14—PLAIN CONCRETE—NOT APPLICABLE
CHAPTER 15—BEAM-COLUMN AND SLAB-COLUMN JOINTS [Go to Page]
15.1—Scope
15.2—General
15.3—Transfer of column axial force through the floor system
15.4—Detailing of joints
CHAPTER 16—CONNECTIONS BETWEEN MEMBERS [Go to Page]
16.1—Scope
16.2—Connections of precast members—Out of scope
16.3—Connections to foundations
16.4—Horizontal shear transfer in composite concrete flexural members
16.5—Brackets and corbels—Out of scope
CHAPTER 17—ANCHORING TO CONCRETE—NOT ADDRESSED
CHAPTER 18—EARTHQUAKE-RESISTANT STRUCTURES—NOT ADDRESSED
CHAPTER 19—CONCRETE: DESIGN AND DURABILITY REQUIREMENTS [Go to Page]
19.1—Scope
19.2—Concrete design properties
19.3—Concrete durability requirements
19.4—Grout durability requirements—Out of scope
CHAPTER 20—GFRP REINFORCEMENT PROPERTIES, DURABILITY, AND EMBEDMENTS [Go to Page]
20.1—Scope
20.2—GFRP bars
20.3—Prestressing strands, wires, and bars—Out of scope
20.4—Headed shear stud reinforcement—Out of scope
20.5—Provisions for durability of GFRP reinforcement
20.6—Embedments
CHAPTER 21—STRENGTH REDUCTION FACTORS [Go to Page]
21.1—Scope
21.2—Strength reduction factors for structural concrete members and connections
CHAPTER 22—SECTIONAL STRENGTH [Go to Page]
22.1—Scope
22.2—Design assumptions for moment and axial strength
22.3—Flexural strength
22.4—Axial strength or combined flexural and axial strength
22.5—One-way shear strength
22.6—Two-way shear strength
22.7—Torsional strength
22.8—Bearing
22.9—Shear friction—Out of scope
CHAPTER 23—STRUT-AND-TIE METHOD—NOT ADDRESSED
CHAPTER 24—SERVICEABILITY REQUIREMENTS [Go to Page]
24.1—Scope
24.2—Deflections due to service-level gravity loads
24.3—Distribution of GFRP flexural reinforcement in one-way slabs and beams
24.4—GFRP shrinkage and temperature reinforcement
24.5—Permissible stresses in prestressed concrete flexural members—Out of scope
24.6—Permissible tensile stresses in GFRP reinforcement
CHAPTER 25—GFRP REINFORCEMENT DETAILS [Go to Page]
25.1—Scope
25.2—Minimum spacing of GFRP reinforcement
25.3—Standard hooks, crossties, and minimum inside bend diameters
25.4—Development of GFRP reinforcement
25.5—Splices
25.6—Bundled reinforcement—Out of scope
25.7—GFRP transverse reinforcement
25.8—Post-tensioning anchorages and couplers—Out of scope
25.9—Anchorage zones for post-tensioned tendons—Out of scope
CHAPTER 26—CONSTRUCTION DOCUMENTS AND INSPECTION [Go to Page]
26.1—Scope
26.2—Design criteria
26.3—Member information
26.4—Concrete materials and mixture requirements
26.5—Concrete production and construction
26.6—GFRP reinforcement materials and construction requirements
26.7—Anchoring to concrete—Out of scope
26.8—Embedments
26.9—Additional requirements for precast concrete
26.10—Additional requirements for prestressed concrete—Out of scope
26.11—Formwork
26.12—Evaluation and acceptance of hardended concrete
26.13—Inspection
CHAPTER 27—STRENGTH EVALUATION OF EXISTING CONCRETE STRUCTURES [Go to Page]
27.1—Scope
27.2—General
27.3—Analytical strength evaluation
27.4—Strength evaluation by load test
27.5—Monotonic load test procedure
APPENDIX—EQUIVALENCE BETWEEN SI-METRIC, MSK-METRIC, AND U.S. CUSTOMARY UNITS OF NONHOMOGENOUS EQUATIONS IN THE CODE
COMMENTARY REFERENCES [Go to Page]
Authored documents [Go to Page]

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