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ACI CODE-440.11-22: Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars—Code and Commentary, 2022
- 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]
