{"id":424647,"date":"2024-10-20T06:52:43","date_gmt":"2024-10-20T06:52:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-440-11-2022-si\/"},"modified":"2024-10-26T12:56:08","modified_gmt":"2024-10-26T12:56:08","slug":"aci-440-11-2022-si","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-440-11-2022-si\/","title":{"rendered":"ACI 440.11 2022 SI"},"content":{"rendered":"

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 \u201cBuilding Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars\u201d (\u201cCode\u201d) 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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
7<\/td>\nPREFACE <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 1\u2014GENERAL
1.1\u2014Scope of ACI CODE-440.11-22
1.2\u2014General <\/td>\n<\/tr>\n
10<\/td>\n1.3\u2014Purpose
1.4\u2014Applicability <\/td>\n<\/tr>\n
11<\/td>\n1.5\u2014Interpretation <\/td>\n<\/tr>\n
12<\/td>\n1.6\u2014Building official
1.7\u2014Licensed design professional <\/td>\n<\/tr>\n
13<\/td>\n1.8\u2014Construction documents and design records
1.9\u2014Testing and inspection
1.10\u2014Approval of special systems of design, construction, or alternative construction materials <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 2\u2014NOTATION AND TERMINOLOGY
2.1\u2014Scope
2.2\u2014Notation <\/td>\n<\/tr>\n
22<\/td>\n2.3\u2014Terminology <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 3\u2014REFERENCED STANDARDS
3.1\u2014Referenced standards <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 4\u2014STRUCTURAL SYSTEM REQUIREMENTS
4.1\u2014Scope
4.2\u2014Materials
4.3\u2014Design loads
4.4\u2014Structural system and load paths <\/td>\n<\/tr>\n
36<\/td>\n4.5\u2014Structural analysis
4.6\u2014Strength <\/td>\n<\/tr>\n
37<\/td>\n4.7\u2014Serviceability
4.8\u2014Durability <\/td>\n<\/tr>\n
38<\/td>\n4.9\u2014Sustainability
4.10\u2014Structural integrity
4.11\u2014Fire resistance and elevated service temperature <\/td>\n<\/tr>\n
42<\/td>\n4.12\u2014Requirements for specific types of construction <\/td>\n<\/tr>\n
43<\/td>\n4.13\u2014Construction and inspection
4.14\u2014Strength evaluation of existing structures <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 5\u2014LOADS
5.1\u2014Scope
5.2\u2014General
5.3\u2014Load factors and combinations <\/td>\n<\/tr>\n
49<\/td>\nCHAPTER 6\u2014STRUCTURAL ANALYSIS
6.1\u2014Scope
6.2\u2014General <\/td>\n<\/tr>\n
52<\/td>\n6.3\u2014Modeling assumptions <\/td>\n<\/tr>\n
54<\/td>\n6.4\u2014Arrangement of live load <\/td>\n<\/tr>\n
55<\/td>\n6.5\u2014Simplified method of analysis for continuous beams and one-way slabs <\/td>\n<\/tr>\n
56<\/td>\n6.6\u2014First-order analysis <\/td>\n<\/tr>\n
62<\/td>\n6.7\u2014Linear elastic second-order analysis <\/td>\n<\/tr>\n
63<\/td>\n6.8\u2014Inelastic analysis\u2014Out of scope
6.9\u2014Acceptability of finite element analysis
6.8\u2014Inelastic analysis <\/td>\n<\/tr>\n
65<\/td>\nCHAPTER 7\u2014ONE-WAY SLABS
7.1\u2014Scope
7.2\u2014General
7.3\u2014Design limits <\/td>\n<\/tr>\n
66<\/td>\n7.4\u2014Required strength
7.5\u2014Design strength <\/td>\n<\/tr>\n
67<\/td>\n7.6\u2014GFRP reinforcement limits <\/td>\n<\/tr>\n
68<\/td>\n7.7\u2014GFRP reinforcement detailing <\/td>\n<\/tr>\n
71<\/td>\nCHAPTER 8\u2014TWO-WAY SLABS
8.1\u2014Scope
8.2\u2014General <\/td>\n<\/tr>\n
73<\/td>\n8.3\u2014Design limits <\/td>\n<\/tr>\n
74<\/td>\n8.4\u2014Required strength <\/td>\n<\/tr>\n
78<\/td>\n8.5\u2014Design strength <\/td>\n<\/tr>\n
79<\/td>\n8.6\u2014GFRP reinforcement limits <\/td>\n<\/tr>\n
80<\/td>\n8.7\u2014GFRP reinforcement detailing <\/td>\n<\/tr>\n
84<\/td>\n8.8\u2014Nonprestressed two-way joist systems\u2014Out\u00a0of scope
8.9\u2014Lift-slab construction\u2014Out of scope <\/td>\n<\/tr>\n
85<\/td>\nCHAPTER 9\u2014BEAMS
9.1\u2014Scope
9.2\u2014General <\/td>\n<\/tr>\n
86<\/td>\n9.3\u2014Design limits <\/td>\n<\/tr>\n
87<\/td>\n9.4\u2014Required strength <\/td>\n<\/tr>\n
89<\/td>\n9.5\u2014Design strength <\/td>\n<\/tr>\n
90<\/td>\n9.6\u2014GFRP reinforcement limits <\/td>\n<\/tr>\n
93<\/td>\n9.7\u2014GFRP reinforcement detailing <\/td>\n<\/tr>\n
102<\/td>\n9.8\u2014One-way joist systems <\/td>\n<\/tr>\n
103<\/td>\n9.9\u2014Deep beams\u2014Out of scope <\/td>\n<\/tr>\n
104<\/td>\nCHAPTER 10\u2014COLUMNS
10.1\u2014Scope
10.2\u2014General
10.3\u2014Design limits <\/td>\n<\/tr>\n
105<\/td>\n10.4\u2014Required strength <\/td>\n<\/tr>\n
106<\/td>\n10.5\u2014Design strength <\/td>\n<\/tr>\n
107<\/td>\n10.6\u2014GFRP reinforcement limits
10.7\u2014GFRP reinforcement detailing <\/td>\n<\/tr>\n
112<\/td>\nCHAPTER 11\u2014WALLS
11.1\u2014Scope
11.2\u2014General <\/td>\n<\/tr>\n
113<\/td>\n11.3\u2014Design limits
11.4\u2014Required strength <\/td>\n<\/tr>\n
114<\/td>\n11.5\u2014Design strength <\/td>\n<\/tr>\n
116<\/td>\n11.6\u2014GFRP reinforcement limits <\/td>\n<\/tr>\n
117<\/td>\n11.7\u2014GFRP reinforcement detailing <\/td>\n<\/tr>\n
118<\/td>\n11.8\u2014Alternative method for out-of-plane slender wall analysis\u2014Out of scope <\/td>\n<\/tr>\n
119<\/td>\nCHAPTER 12\u2014DIAPHRAGMS\u2014NOT ADDRESSED <\/td>\n<\/tr>\n
120<\/td>\nCHAPTER 13\u2014FOUNDATIONS
13.1\u2014Scope <\/td>\n<\/tr>\n
122<\/td>\n13.2\u2014General <\/td>\n<\/tr>\n
125<\/td>\n13.3\u2014Shallow foundations <\/td>\n<\/tr>\n
127<\/td>\n13.4\u2014Deep foundations <\/td>\n<\/tr>\n
129<\/td>\nCHAPTER 14\u2014PLAIN CONCRETE\u2014NOT APPLICABLE <\/td>\n<\/tr>\n
130<\/td>\nCHAPTER 15\u2014BEAM-COLUMN AND SLAB-COLUMN JOINTS
15.1\u2014Scope
15.2\u2014General
15.3\u2014Transfer of column axial force through the floor system <\/td>\n<\/tr>\n
131<\/td>\n15.4\u2014Detailing of joints <\/td>\n<\/tr>\n
133<\/td>\nCHAPTER 16\u2014CONNECTIONS BETWEEN MEMBERS
16.1\u2014Scope
16.2\u2014Connections of precast members\u2014Out of scope
16.3\u2014Connections to foundations <\/td>\n<\/tr>\n
135<\/td>\n16.4\u2014Horizontal shear transfer in composite concrete flexural members <\/td>\n<\/tr>\n
136<\/td>\n16.5\u2014Brackets and corbels\u2014Out of scope <\/td>\n<\/tr>\n
137<\/td>\nCHAPTER 17\u2014ANCHORING TO CONCRETE\u2014NOT ADDRESSED <\/td>\n<\/tr>\n
138<\/td>\nCHAPTER 18\u2014EARTHQUAKE-RESISTANT STRUCTURES\u2014NOT ADDRESSED <\/td>\n<\/tr>\n
139<\/td>\nCHAPTER 19\u2014CONCRETE: DESIGN AND DURABILITY REQUIREMENTS
19.1\u2014Scope
19.2\u2014Concrete design properties <\/td>\n<\/tr>\n
140<\/td>\n19.3\u2014Concrete durability requirements <\/td>\n<\/tr>\n
148<\/td>\n19.4\u2014Grout durability requirements\u2014Out of scope <\/td>\n<\/tr>\n
149<\/td>\nCHAPTER 20\u2014GFRP REINFORCEMENT PROPERTIES, DURABILITY, AND EMBEDMENTS
20.1\u2014Scope
20.2\u2014GFRP bars <\/td>\n<\/tr>\n
151<\/td>\n20.3\u2014Prestressing strands, wires, and bars\u2014Out of scope
20.4\u2014Headed shear stud reinforcement\u2014Out of scope
20.5\u2014Provisions for durability of GFRP reinforcement <\/td>\n<\/tr>\n
153<\/td>\n20.6\u2014Embedments <\/td>\n<\/tr>\n
155<\/td>\nCHAPTER 21\u2014STRENGTH REDUCTION FACTORS
21.1\u2014Scope
21.2\u2014Strength reduction factors for structural concrete members and connections <\/td>\n<\/tr>\n
157<\/td>\nCHAPTER 22\u2014SECTIONAL STRENGTH
22.1\u2014Scope
22.2\u2014Design assumptions for moment and axial strength <\/td>\n<\/tr>\n
159<\/td>\n22.3\u2014Flexural strength <\/td>\n<\/tr>\n
162<\/td>\n22.4\u2014Axial strength or combined flexural and axial strength <\/td>\n<\/tr>\n
163<\/td>\n22.5\u2014One-way shear strength <\/td>\n<\/tr>\n
170<\/td>\n22.6\u2014Two-way shear strength <\/td>\n<\/tr>\n
173<\/td>\n22.7\u2014Torsional strength <\/td>\n<\/tr>\n
180<\/td>\n22.8\u2014Bearing <\/td>\n<\/tr>\n
182<\/td>\n22.9\u2014Shear friction\u2014Out of scope <\/td>\n<\/tr>\n
183<\/td>\nCHAPTER 23\u2014STRUT-AND-TIE METHOD\u2014NOT ADDRESSED <\/td>\n<\/tr>\n
184<\/td>\nCHAPTER 24\u2014SERVICEABILITY REQUIREMENTS
24.1\u2014Scope
24.2\u2014Deflections due to service-level gravity loads <\/td>\n<\/tr>\n
189<\/td>\n24.3\u2014Distribution of GFRP flexural reinforcement in one-way slabs and beams <\/td>\n<\/tr>\n
191<\/td>\n24.4\u2014GFRP shrinkage and temperature reinforcement <\/td>\n<\/tr>\n
192<\/td>\n24.5\u2014Permissible stresses in prestressed concrete flexural members\u2014Out of scope
24.6\u2014Permissible tensile stresses in GFRP reinforcement <\/td>\n<\/tr>\n
194<\/td>\nCHAPTER 25\u2014GFRP REINFORCEMENT DETAILS
25.1\u2014Scope
25.2\u2014Minimum spacing of GFRP reinforcement
25.3\u2014Standard hooks, crossties, and minimum inside bend diameters <\/td>\n<\/tr>\n
195<\/td>\n25.4\u2014Development of GFRP reinforcement <\/td>\n<\/tr>\n
198<\/td>\n25.5\u2014Splices <\/td>\n<\/tr>\n
200<\/td>\n25.6\u2014Bundled reinforcement\u2014Out of scope
25.7\u2014GFRP transverse reinforcement <\/td>\n<\/tr>\n
207<\/td>\n25.8\u2014Post-tensioning anchorages and couplers\u2014Out of scope
25.9\u2014Anchorage zones for post-tensioned tendons\u2014Out of scope <\/td>\n<\/tr>\n
208<\/td>\nCHAPTER 26\u2014CONSTRUCTION DOCUMENTS AND INSPECTION
26.1\u2014Scope <\/td>\n<\/tr>\n
209<\/td>\n26.2\u2014Design criteria <\/td>\n<\/tr>\n
210<\/td>\n26.3\u2014Member information
26.4\u2014Concrete materials and mixture requirements <\/td>\n<\/tr>\n
218<\/td>\n26.5\u2014Concrete production and construction <\/td>\n<\/tr>\n
223<\/td>\n26.6\u2014GFRP reinforcement materials and construction requirements <\/td>\n<\/tr>\n
225<\/td>\n26.7\u2014Anchoring to concrete\u2014Out of scope
26.8\u2014Embedments <\/td>\n<\/tr>\n
226<\/td>\n26.9\u2014Additional requirements for precast concrete <\/td>\n<\/tr>\n
227<\/td>\n26.10\u2014Additional requirements for prestressed concrete\u2014Out of scope
26.11\u2014Formwork <\/td>\n<\/tr>\n
229<\/td>\n26.12\u2014Evaluation and acceptance of hardended concrete <\/td>\n<\/tr>\n
234<\/td>\n26.13\u2014Inspection <\/td>\n<\/tr>\n
237<\/td>\nCHAPTER 27\u2014STRENGTH EVALUATION OF EXISTING CONCRETE STRUCTURES
27.1\u2014Scope
27.2\u2014General <\/td>\n<\/tr>\n
238<\/td>\n27.3\u2014Analytical strength evaluation <\/td>\n<\/tr>\n
239<\/td>\n27.4\u2014Strength evaluation by load test <\/td>\n<\/tr>\n
240<\/td>\n27.5\u2014Monotonic load test procedure <\/td>\n<\/tr>\n
243<\/td>\nAPPENDIX\u2014EQUIVALENCE BETWEEN SI-METRIC, MSK-METRIC, AND U.S. CUSTOMARY UNITS OF NONHOMOGENOUS EQUATIONS IN THE CODE <\/td>\n<\/tr>\n
246<\/td>\nCOMMENTARY REFERENCES <\/td>\n<\/tr>\n
247<\/td>\nAuthored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI CODE-440.11-22: Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars\u2014Code and Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2022<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":424655,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-424647","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\/424647","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\/424655"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=424647"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=424647"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=424647"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}