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ACI 440.11 2022

ACI 440.11 2022

$83.96

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

Published By Publication Date Number of Pages
ACI 2022 259
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This Code was developed by an ANSI-approved consensus process and addresses structural systems, members, and connections, including cast-in-place, precast, nonprestressed, and composite construction. The “Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars” (“Code”) provides minimum requirements for the materials, design, and detailing of structural concrete buildings and, where applicable, nonbuilding structures reinforced with GFRP bars that conform to the requirements of ASTM D7957-22. Among the subjects covered are: design and construction for strength, serviceability, and durability; load combinations, load factors, and strength reduction factors; structural analysis methods; deflection limits; development and splicing of reinforcement; construction document information; field inspection and testing; and methods to evaluate the strength of existing structures. Keywords: admixtures; aggregates; beam-column frame; beams (supports); cements; columns (supports); combined stress; composite construction (concrete to concrete); compressive strength; concrete; construction documents; continuity (structural); cover; curing; deflections; durability; flexural strength; floors; footings; formwork (construction); GFRP reinforcement; inspection; joints (junctions); joists; load tests (structural); loads (forces); mixture proportioning; modulus of elasticity; moments; piles; placing; precast concrete; quality control; reinforced concrete; roofs; serviceability; shear strength; spans; splicing; strength analysis; stresses; structural analysis; structural design; structural integrity; structural walls; T-beams; torsion; walls; water.

PDF Catalog

PDF Pages PDF Title
7 PREFACE
9 CHAPTER 1—GENERAL
1.1—Scope of ACI CODE-440.11-22
1.2—General
10 1.3—Purpose
1.4—Applicability
11 1.5—Interpretation
12 1.6—Building official
1.7—Licensed design professional
13 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
15 CHAPTER 2—NOTATION AND TERMINOLOGY
2.1—Scope
2.2—Notation
22 2.3—Terminology
32 CHAPTER 3—REFERENCED STANDARDS
3.1—Referenced standards
34 CHAPTER 4—STRUCTURAL SYSTEM REQUIREMENTS
4.1—Scope
4.2—Materials
4.3—Design loads
4.4—Structural system and load paths
36 4.5—Structural analysis
4.6—Strength
37 4.7—Serviceability
4.8—Durability
38 4.9—Sustainability
4.10—Structural integrity
4.11—Fire resistance and elevated service temperature
42 4.12—Requirements for specific types of construction
43 4.13—Construction and inspection
4.14—Strength evaluation of existing structures
44 CHAPTER 5—LOADS
5.1—Scope
5.2—General
5.3—Load factors and combinations
49 CHAPTER 6—STRUCTURAL ANALYSIS
6.1—Scope
6.2—General
52 6.3—Modeling assumptions
54 6.4—Arrangement of live load
55 6.5—Simplified method of analysis for continuous beams and one-way slabs
56 6.6—First-order analysis
62 6.7—Linear elastic second-order analysis
63 6.8—Inelastic analysis—Out of scope
6.9—Acceptability of finite element analysis
6.8—Inelastic analysis
65 CHAPTER 7—ONE-WAY SLABS
7.1—Scope
7.2—General
7.3—Design limits
66 7.4—Required strength
7.5—Design strength
67 7.6—GFRP reinforcement limits
68 7.7—GFRP reinforcement detailing
71 CHAPTER 8—TWO-WAY SLABS
8.1—Scope
8.2—General
73 8.3—Design limits
74 8.4—Required strength
78 8.5—Design strength
79 8.6—GFRP reinforcement limits
80 8.7—GFRP reinforcement detailing
84 8.8—Nonprestressed two-way joist systems—Out of scope
8.9—Lift-slab construction—Out of scope
85 CHAPTER 9—BEAMS
9.1—Scope
9.2—General
86 9.3—Design limits
87 9.4—Required strength
89 9.5—Design strength
90 9.6—GFRP reinforcement limits
93 9.7—GFRP reinforcement detailing
102 9.8—One-way joist systems
103 9.9—Deep beams—Out of scope
104 CHAPTER 10—COLUMNS
10.1—Scope
10.2—General
10.3—Design limits
105 10.4—Required strength
106 10.5—Design strength
107 10.6—GFRP reinforcement limits
10.7—GFRP reinforcement detailing
112 CHAPTER 11—WALLS
11.1—Scope
11.2—General
113 11.3—Design limits
11.4—Required strength
114 11.5—Design strength
116 11.6—GFRP reinforcement limits
117 11.7—GFRP reinforcement detailing
118 11.8—Alternative method for out-of-plane slender wall analysis—Out of scope
119 CHAPTER 12—DIAPHRAGMS—NOT ADDRESSED
120 CHAPTER 13—FOUNDATIONS
13.1—Scope
122 13.2—General
125 13.3—Shallow foundations
127 13.4—Deep foundations
129 CHAPTER 14—PLAIN CONCRETE—NOT APPLICABLE
130 CHAPTER 15—BEAM-COLUMN AND SLAB-COLUMN JOINTS
15.1—Scope
15.2—General
15.3—Transfer of column axial force through the floor system
131 15.4—Detailing of joints
133 CHAPTER 16—CONNECTIONS BETWEEN MEMBERS
16.1—Scope
16.2—Connections of precast members—Out of scope
16.3—Connections to foundations
135 16.4—Horizontal shear transfer in composite concrete flexural members
136 16.5—Brackets and corbels—Out of scope
137 CHAPTER 17—ANCHORING TO CONCRETE—NOT ADDRESSED
138 CHAPTER 18—EARTHQUAKE-RESISTANT STRUCTURES—NOT ADDRESSED
139 CHAPTER 19—CONCRETE: DESIGN AND DURABILITY REQUIREMENTS
19.1—Scope
19.2—Concrete design properties
140 19.3—Concrete durability requirements
148 19.4—Grout durability requirements—Out of scope
149 CHAPTER 20—GFRP REINFORCEMENT PROPERTIES, DURABILITY, AND EMBEDMENTS
20.1—Scope
20.2—GFRP bars
151 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
153 20.6—Embedments
155 CHAPTER 21—STRENGTH REDUCTION FACTORS
21.1—Scope
21.2—Strength reduction factors for structural concrete members and connections
157 CHAPTER 22—SECTIONAL STRENGTH
22.1—Scope
22.2—Design assumptions for moment and axial strength
159 22.3—Flexural strength
162 22.4—Axial strength or combined flexural and axial strength
163 22.5—One-way shear strength
170 22.6—Two-way shear strength
173 22.7—Torsional strength
180 22.8—Bearing
182 22.9—Shear friction—Out of scope
183 CHAPTER 23—STRUT-AND-TIE METHOD—NOT ADDRESSED
184 CHAPTER 24—SERVICEABILITY REQUIREMENTS
24.1—Scope
24.2—Deflections due to service-level gravity loads
189 24.3—Distribution of GFRP flexural reinforcement in one-way slabs and beams
191 24.4—GFRP shrinkage and temperature reinforcement
192 24.5—Permissible stresses in prestressed concrete flexural members—Out of scope
24.6—Permissible tensile stresses in GFRP reinforcement
194 CHAPTER 25—GFRP REINFORCEMENT DETAILS
25.1—Scope
25.2—Minimum spacing of GFRP reinforcement
25.3—Standard hooks, crossties, and minimum inside bend diameters
195 25.4—Development of GFRP reinforcement
198 25.5—Splices
200 25.6—Bundled reinforcement—Out of scope
25.7—GFRP transverse reinforcement
207 25.8—Post-tensioning anchorages and couplers—Out of scope
25.9—Anchorage zones for post-tensioned tendons—Out of scope
208 CHAPTER 26—CONSTRUCTION DOCUMENTS AND INSPECTION
26.1—Scope
209 26.2—Design criteria
210 26.3—Member information
26.4—Concrete materials and mixture requirements
218 26.5—Concrete production and construction
223 26.6—GFRP reinforcement materials and construction requirements
225 26.7—Anchoring to concrete—Out of scope
26.8—Embedments
226 26.9—Additional requirements for precast concrete
227 26.10—Additional requirements for prestressed concrete—Out of scope
26.11—Formwork
229 26.12—Evaluation and acceptance of hardended concrete
234 26.13—Inspection
237 CHAPTER 27—STRENGTH EVALUATION OF EXISTING CONCRETE STRUCTURES
27.1—Scope
27.2—General
238 27.3—Analytical strength evaluation
239 27.4—Strength evaluation by load test
240 27.5—Monotonic load test procedure
243 APPENDIX—EQUIVALENCE BETWEEN SI-METRIC, MSK-METRIC, AND U.S. CUSTOMARY UNITS OF NONHOMOGENOUS EQUATIONS IN THE CODE
246 COMMENTARY REFERENCES
247 Authored documents

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